Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0213 OCEAN STREET (10)
� �3 �C��e�.� s�. - . - - �-_ - "� ��� �. r �� �r .. w�,.. � i a i � p,;�� ��: .;.__ - ., �� • i i., � r, �`��' tm' I.: 1 " � ��� >�� ' -� � � �- 1 � � � 7 5 �- - � � ` i .,d J- � T_ 1 a Town of.Barnstable MRNSTA81=ck Building Department-200 Main Street a',foMA+ Hyannis, MA 02601 Tel_(508) 862-4038 Certificate Of Occupancy Permit Number: B=16-1812 CO Issue Date: 7/20/2017 Parcel ID: 326-035-OEG Zoning Classification: HD Location: 213 OCEAN STREET,HYANNIS Proposed Use: Gen Contractor: Keith A Kelley Permit Type: Commercial.- Business Comments: HYANNIS HARBOR HOTEL 68 UNITS 7/2-0 �/ 7 Building Official Date: Town of Barnstable Pos"t Thls Card So Thatit�isVisible From„the Street Approu - Building ed.,Plans Must be Retamed�o�n Job and this`Card Must be Kept E .a Rosted,UntJ'Finalli s ection Has Been Made y 3 sy w; f' Permit Whereya°:CertificatefiofjsOccu anc s Required,such B�ulldmg shall Not be®ccGpled,until a;1659, Final.anspectlon!h6s been made s << p..z..:ay�,.�a».x. , .... ..... ........A• •s.' .�,r.:. �:. Permit No. B-18-383 Applicant Name: MICHAEL S MEAGHER,JR Approvals Date Issued: . 03/08/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 09/08/2018 Foundation: Location: 213 OCEAN STREET, HYANNIS Map/Lot: 326-03S-OEG Zoning District: HD Sheathing: Owner on Record: HARBORVIEW HOTEL INVESTORS LLC Contractor Name& MEAGHER CONSTRUCTION, INC. Framing: 1 Address: 28 JACOME WAY Contractor Licensere 162938 2 ect Cost: $80,000.00 MIDDLETOWN, RI 02842 g Est 3ProJ Chimney: Description: Pool Deck Expansion With Bench Seats and Planterx-Boxes Upgrade ,Permit Fee: $828.00 Insulation: existing fence around pool to 6 ft. Fee Pald $828.00 Project Review Req: FENCE TO MEET ALL APPLICABLE REQUIREMENTS Date 3/8/2018 Final: A ,, Plumbing/Gas Rough Plumbing: 21 Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authozed b ry this permit is commenced within siz onths after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents or which this permit has been granted. �� - All construction,alterations and changes of use of any building and structures shall be m compliance with the local zoningFby laws an�d codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the ' s Electrical work until the completion of the same. F: ,. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building andFire,Offiaals are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work �a � Rough: 1.Foundation or Footing .:... 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Wheal applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Per+ons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` ' 0 Parcel Application )O � f Health Division TO F��O �FPR'ate Issued 3! p, 9 ' Conservation Division Op 41,Q Application Fe Planning Dept. eNS Permit Fee T Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner 4Address Telephone `(C) -^ & a, Permit Request 6 o Aqt&-b L) r le PV P CP Qroumd 6( oc Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ( Flood Plain Groundwater Overlay Project Valuation 90K Construction Type 1a/W.._;_1 Lot Size Grandfathered: ❑Yes XNo If yes, attach supportingdocumentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) �`� Age of Existing Structure c;V L Historic House: ❑Yes *o On Old King's Highway: ❑Yes 000 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Wl<es ❑ No If yes, site plan review# Current Use , Proposed Use , APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NamePM_4�4LLIAii&, Telephone Nurriber 1 ��' - Address 7 ��'t' License # /n as UG—o Home Improvement Contractor# Email YA e) Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ?// r� FOR OFFICIAL USE ONLY APPLICATION # I} `DATE ISSUED MAP/ PARCEL NO. : ADDRESS VILLAGE 3 OWNER! ` DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Bamstable Replatory sere Rldord V.&W%Owter BuMin Sian Tbeeaae Pay, Bail�g Goner 20O Mdn Stet, Hyaws.MA QW01 :tW%t*rtaMbie ma oa t31aw. 5t}&Mran Fad, 3W79"2A Piopertjr Owner Must , Complete and Sign This Section IfUsing A Builder pu c�3. fi r-- BUILDING®EPA. y authorizvMer eproperty s to wt on my behW, FEB 0 9 jole in all meat ralmiveto work*Aor l by this buW1 pamk applimtlon for: TOV�N B��NS�ABL� (Alclross of SWauW0f®mar i tN j its twer fs aWAM for Rmtts&m tie Hoamm"m Ufteae Tsem"m Faramt on the C.N3scr�]ccclti�iAppl�atati,oPsllMicttmoBlWIT»rc+par�ry L !nRt��dtA�o�2R2R1DAR16XPR�aSS.ilbc RBviBedti4�15 I t . ener al Laws of M assac Next Previou_ sin Cha ter Table of Contents Pa e PARTI. ADMINISTRATION OF THE GOVERNMENT MGL Search��- General Court H o me Masloov. TITLE XX. PUBLIC SAFETY AND GOOD ORDER CIIAPTER 140.LICENSES ENJPLOYNIENT AGENCIES GENERAL PROVISIONS ublic and semipublic outdoor inground swimming pools; enclosures; safety Chapter 140: Section 206.P enalty equipment; inspection; violations; p r inground swimming pool shall be enc losed by a fence six feet in outdoor e shall be at least five ' ou � structure . c ubh e or stru Section 206. Every public and semip board or stockade fence gates therein, height and firmly secured at ground level provided that any elf-latching with latches placed four feet ver five feet in height,the fence shall be chain link. Such enclosure, including g feet in height,but if o ate shall be shall not be less than six feet above the ground, and any g tan opening in said enclosure, ise made inaccessible from the outside to childre en to eight years of age. Such above the ground or otherw ed with at i es at an Point along the enclosure. Any, such pool shall be equipped enclosure shall be constructed of such materialy and maintained so as not o p other than a gate,wider than three inch 1" Past one life ring and a rescue hook. swimming pool fed by a Every outdoor inground swimming pool open to the public, other than a public inground spring or stream shall be drained or covered within seven days of closing. or wading pool on the p ool" shall mean a swimming "semipublic outdoor inground P ent house, country club, youth club, I' For the purposes of this section, trailer court, apt t where the primary Purpose of the establishment is not the operation of the premises of, or used in connectionbhnerih, a hotel,motel, ool constructed and j school, camp, or similar e inground swimming pool shall also mean a p i swimming facilities. Semipublic outdoor bathing facilities for members and guests only. maintained by groups for the purposes of providing Every public and semipublic outdoor ingr ound swimming pool shall be inspected annually by the inspector of buildings of each city and town in which said pool is located. Any owner or manager of such public or semipublic Pool who fails to comply with the provisions of this section shall be punished by a fine of not more than one thousand dollars. I _ required.li §210-1. 1=encing re q lit of four feet. Public and Private swimming pools shall be suitably fenced to a minimum heigum be suitably fenced to a minimum height of six feet. Such fence shall semipublic swimming pools shall i IIbe constructed so as to prohibit unauthorized access. i j I� 105 CMR: DEPARTMENT OF PUBLIC HEALTH 435.25: First Aid Equipment and Emer enc ornrn�nication (1) The operator shall provide a first-aid kit consisting ofthe following items and such other additional items or quantities-of-items as may deemed necessary by the Board of Health: 35 1"bandaids;ten 3" 17) x 3"sterile gauze pads;two 5"x 5"surgipads;one 8"x 10"surgipad;two 2"soft roller bandages;two 3"soft roller bandages;one%"roll of hypoallergenic tape;one triangular bandage;one scissors;one ^ , tweezers;one rescue blanket;12 antiseptic wipes;two disposable instant ice packs;one sterile isotonic ' �J buffered eye wash;two pairs of one-size-fits-all latex gloves;and one micro-shield or pocket mask "INwith a one way valve. 01 (2) An emergency comma nication system which at a minimtrnwould allow convenient,immediate and toll-free communication with emergency medical services,local police,state police and the local fire department,must be in working order and available at each pool The telephone numbers of the emergency medical services, local police, state police and fire department, as well any instructions necessary to operate the communication system, shall be posted in a conspicuous place near the communication device or station. The location ofthe emergency communication device must be in an area that is unlocked and available to both the staff and the public at all times. 1 435.26: Waste Water and Backwash Water Disposal \ , (1) No-waste water resulting from draining of a swmuning, wading or special purpose pool or v backwash water may be discharged on the watershed of a public surface water supply without prior approval of the Department of Environmental Protection. Any waste water resulting from draining a swimming,wading or special purpose pool shall be dechlorinated prior to its discharging. (2) No wastewater resulting from draining swimming,wading or special purpose pool or backwash water may be discharged into a.storm drain without approval of the agency having control over such facilities. (3) Wastewater resulting from draining a swimming,wading or special purpose pool or backwash >J water may be discharged to a subsurface disposal system if it is specifically designed for that purpose and approved by the appropriate agency. ' (4) Diatomaceous earth filter backwash water must be discharged through a separation tank. 435.27: Bather Load Capacity (1) For the purpose ofcomputing bather load capacity,those portions ofthe swimming pool five feet or less in depth shall be designated as 'hon-swimmer"areas. Portions of the pool over five feet in depth shall be designated as the"swimming"area: (2) In order to compute swimmer and bather capacity, swimming and wading pool areas shall be determined as follows: i (a) 15 square feet ofpool water surface area shall be provided in the non-swirnmer area for each ' non-swirnmer expected at time of maximum load. (b) 20 square feet shall be provided in the swimming area for each swimmer expected at time of maximum load. (c) 300 square feet ofpool water surface area shall be reserved around each diving board or diving platform and this area shall not be included in computing the area of the swimming area. j (d) 100 square feet ofpool water surface area sha➢be reserved around each slide and this area shall not be included in computing the area of the swimming area. (e) The bather load capacity shall be stated on the permit.(see 105 CMR 435.21(1)). (3) The Board offlealth may make additional allowance for bathers in cases ofswimmi igpools with extensive deck areas used by patrons for lounging or sunbathing. These allowances shallbe based on studies of actual swimming pool use in areas within the jurisdiction of the Board of Health. (4) Ten square feet of water surface area per bather shall be used in computing the bather load capacity for special purpose pools. Mass. Corporations, external master page Page 1 of 2 ti q Corporations Division Business Entity summary . _................... ID Number: 043457109 3 Request certificate New search Summary for: HARBORVIEW HOTEL INVESTORS LLC The exact name of the Foreign Limited Liability Company (LLC): HARBORVIEW HOTEL INVESTORS LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 043457109 Date of Registration in Massachusetts: 02-25-1999 Last date certain: Organized under the laws of: State: DE Country: USA on: 02-22-1999 The location of the Principal Office: Address: 1209 ORANGE ST. City or town, State, Zip code, WILMINGTON, DE 19801-0000 USA Country: The location of the Massachusetts office, if any: Address: 213 OCEAN ST City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: GOULSTON & STORRS, P.C. Address: 400 ATLANTIC AVE. C/O ROBERT C. DAVIS, ESQ. City or town, State, Zip code, BOSTON, MA 02110 USA Country: The name and business address of each Manager: Title Individual name- Address MANAGER ]ON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA MANAGER DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- i 0000 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043457109&S... 2/9/2018 Mass. Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA REAL PROPERTY JON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional AN Application For Registration Certificate of Amendment View filings Comments or notes associated with this business entity: ........_...... _...__.___._...____....._..._____._... i New search I http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043457109&S... 2/9/2018 Massachusetts Department of Public Safety - r Board of Building Regulations and Standards a Construction Supervisor License: CS_102260 Restricted to; Unrestricted-Buildings of any use group which contain Construction Supervisory . less than 35,000 cubic feet(991 cubic meters)of : enclosed space. MICHAEL S MEAGHER JR� 3 97 EMERALD LANE MARSTONS MILLS MA`02848' h' f fy ZCK Expiration: Failure to possess a current edition of the Massachusetts Commissioner 11/05/2018 State Building Code is cause for revocation of this license. DPS Licensing information visit:WWW.MASS.GOV/DPS r'��r�alirinaluunrr�/�n/n.j/,rJJirr�cr3c//J office of Consumer Affairs&Business Regulation l 3 HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only 1 TYPE:Individual before the expiration date. If found return to: Rea W9,ion Emmiqu 'Office of Consumer Affairs and Business Regulation M� 162938 04/26/2019 10 Park PI -suite 5170 MEAGHER CONSTRUCTION;INC: Boston, 02116 t' f 6 A MEAGHER 77 776 MAIN STREET U OSTERVILLE,MA 02655 k6t valid without signature Undersecretary Client#: 16665 2MEAGHERCO ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI') 10/19/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the pol)cy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certiflcate holder In lieu of such endorsement(s). PRODUCER NApMNE: Dowing A O'Neil Dowling&O'Neil Insurance Agency aC No Ext,508 7T5-1620 ac No): 5087781218 973 lyannough Road EMAIL MA ADDRESS: co.i@doins.com P.O.BOX INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 - INSURER A Penn-Amertca Insurance company 32859 INSURED INSURER B:Associated Employers Insurance company 11104 Meagher Construction Inc. INSURER c Timothy Meagher : INSURER D 776 Main Street INSURER E: Ostervilie,MA 02655 INSURER F COVERAGES CERTIFICATE NUMBER- REVISION_NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE IN R SWVD UB POLICY NUMBER MMIDDY EFF MWD�� LIMITS A GENERAL LIABILITY PAV0146331 0/16/2017 10/16/2018 EACH q�OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES ERa oNccTuE°n.» $501 000 CLAIMS-MADE F x1 OCCUR MED EXP(Any one person) $5 000 X BIIPD Ded:500 PERSONAL&ADV INJURY $1,000 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JRCO-- LOC $ AUTOMOBILE LIABILnY COMBINED SINGLE LIMIT Ea accld.nt ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ • HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAR HOOCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050054422017A 6/23/2017 06/231201 X WC ST AND EMPLOYERS'LIABILITY ATU- OTH- ANY PROPRIETORIPARTNER/EXECUTIVEFI Y I N E.L.EACH ACCIDENT $100 000 OFFICER/MEMBER EXCLUDED? N N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100 0O0 If yS,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable ATT: Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Inspector ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE �! ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S199934IM199933 CBD �4 77ae Coatinaonl4valth of Massachuseft Depw*neaat o0 dustridl Accidents --- office of Investigatiom 600 Washbigton Street p Boston,AL4 02111 > � se*nm:anas�goe0alia Workers' Compensation Insurance Affidavit.Builders/Contracto mMectrici ens bees Applicant Information Please Print Le 'lt ' Name tioastlndividssal}: � C Address: City/5tateYip: y Phone#: Are an employer?Check the appropriate box: Type of project(required): 4. ❑ I arts a general contractor and i 1. I ion a employer nryth have hired the scab-contractors 6. ❑New cons�sc employees full an&or 'fie}- # �.❑ I sin a proprietor or partner listed on the,attached sheet. �• ❑���g and hai�e no employees These sub-contractors have S. ❑Demolition ship working for me in any capacity. employees and e.1 workers' ❑Building addition [No walkers'comp-insurance We are insurance? or additions 5. ❑ �e are a corporation,and its 10.❑Electrical repairs 3-❑ I pia d owner doing all work ohs have exercised&Idr 1I-❑Plumbing repay or additions myself-(No wmims'coMP. right:of exemption per 1dIGL 12-❑ er Roof repairs c.152,§1(4),and wehaim no insurance rege ued]_ 13 empl •[No workers' I comp.insurance re{111rred-� s *Any appliraQtt that chec4es boa#1 also fill cut the settioa below sbMM9 t@M wormers'compensation policy infona trap- + . ffomemuers wbe submit this affidaeit mdLvM9 tbaY are domg all wm&and the¢hue owe contmcmis submit a new aff d9vit indieating sued o meet' - the m4me of the sdbaom rtm and state vaketber or not those amides bass° oatractors that chat&this must attached ee addition lie*w wmken'camp pn>uY number. eupkum. If the sttb`contractors base euq�ds es e3teY -- - - I am an employer that ispiroristg wsroadreaa'csatrgrensehorr rnssraasrcee for s OHq71OJee& Belowrs drepolrce' ab acre information. ` �-��- Insurance Company Name: 1 yy Policy#or Self-ins.Lit.#: 00 Expiration Date- Jab Site t�ddr s: �� CitviState1Zip: �O�Ct 111 Attach a copy of the workers'compensation policy declaration page(shorting the polity number espiratian date)' Failure to secure coverage as required undel Section 25A of NIGL c. 152 can lead to the imposition of criminal penaitie's of a fine up to S 1,500.O D andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fie of up to$250.00 a day against the:violator. Be advised that a copy of this statement may be forwarded to the office of Investigations of the DIA fDrr insurance coverage verification. I do hereby ceiWA,unde4e pains and pent s of my that the infoearadvarProWded abo+'e is byre and coa7'eet: te: Phone Uncial am Only. Do not swke in tlsis area,to be compktod by city ortoWn off dal, } City or Town: PerrnitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Bw'lding Department 3.Cityfrown Clerk 4.Electrical Iuspec#or S.Plumbing Inspector b.Other Contact person: Phone#' 6 Town of Barnstable Building • . iK,; - :' , .' ray ` ,g ..' .a ,.� ': , \r g •; Post,This-,Card So That it is Visible'From the Str.,eet=;A roved,Plans,Mustbe Retained on Job,and,this Cai^d Ism ! Ke t �, BA Mf3'C ! ,F K :•` ;,` ^F„' ;,.:�• ... .., " e a*Pp �. •tom 4` t 3,., . : * 'T'p Permit Permit NO. B-18-3387 Applicant Name: MICHAEL S MEAGHER,JR Approvals Date Issued: 02/08/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 08/08/2019 Foundation: Location: 213 COMMON AREAS OCEAN STREET, HYANNIS Map/Lot 326-035 OOA Zoning District: Sheathing: *40 ContractorName: _MEAGHERCONSTRUCTION INC. Framing: 1 Owner on Record: HARBORVIEW HOTEL INVESTORS LLC g Address: 28 JACOME WAY X Contractor License 162938 2 MIDDLETOWN, RI 02842 Est' Project Cost: $0.00 Chimney: Description: construct new bathroom addition s ,Permit Fee: $ 160.00 z'OK JAInsulation: Project Review Req: Fee Paid Final$ 160.00 ^/� z47 Date 2/8/2019 (S � Plumbing/Gas .. Rough Plumbing: ° Building Official Final Plumbing: Irk This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and'4 eJapproved construction documentsfor wh h th s permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structuri )shall tie in compliance with the local zoning by laws and codes. '- Final Gas: This permit shall be displayed in a location clearly visible from access str ,&'1eet6ad.and shall be maintained open for public�nspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bu�ilding and Fire Offals are provided on this;,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing r 2.Sheathing Inspection `; Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: c All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map v Parcel-A3 Application Health Division Date Issued 2Lo Conservation Division Applicati o Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 'Historic - OKH _ Preservation/ Hyannis Project Street Address Village _ Owners °�'�'ress Telephone Permit Request Ctm_ ce ' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain oundwater Overlay Project Valuation Construction Type LA � Lot Size `� L6 Grandfathered:. ❑Yes ❑ No If yes, attach support' g documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)JP Lie. /W rF Age of Existing Structure 14 G Historic House: ❑Yes CkWo On Old King's Highway: ❑Yes +No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new BUILDING IDEP i. Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other NOV 3 0 2018 Central Air: ❑Yes ❑ No Fireplaces: Existing New Exisf^ng�wood/�coal�stoueLO Yes ❑ No .Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded ❑ Commercial *s ❑ No If yes, site plan review# Current Use Proposed Use ,urn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name je- 04-:w. Telephone Number41- — /') <ZN Address License # k , ffl (9C) t `lQ �J Home Improvement Contractor# Email i M l •C&* --Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ko DATE << t Y FOR OFFICIAL USE ONLY APPLICATION # - DATE ISSUED '? t MAP/ PARCEL NO. ADDRESS VILLAGE il. OWNER r . DATE OF INSPECTION: .. FOUNDATION ! I a FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. # ,3., . ...—,.. ;s�rr^- -f�. •!',yq+,�.. 1.�•r}"`+- ,:F. .. ' ' "P...,:'"ram. 1".. ,y;.,r.... R � TOWN,OF BARN$TABLE BUILDING PERMIT APPLICATION Map .1 ! Parcel , Application # Health Division s � ' Date Issued 2 O Conservation Division "` I -> Applicatio Planning Dept. ' Permit Fee Date Definitive Plan Approved by Planning Board -Iistoric - OKH" _Preservation/ Hyannis ,l Project Street Address nt -."� l ot a �--� Village _ Owner VAddress CLA 4 Telephone \j (40-A - Permit Re est n�-+ C r�" ! � v. v` f�t .�-t�� h ' Square feet: 1 st floor: existing : proposedr' 2nd floor: existing proposed Total new r ' Zoning.District Flood Plain roundwater Overlay { �4 Project Valuation i Construction Type � i" �4 r ` 4 Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two,Family ❑ Multi-Family (#,units) Age of Existing Structure `xt4(4 Historic House: ❑Yes OjN"o On Old King's Highway: ❑Yes !-No Basement Type: ❑ Full ❑ Crawl ❑'Walkout ❑Other " Basement Finished Area (sq ft.) Basement Unfinished Area (sq.ft) • 4 } Number'of Baths:' Full: existing' new Half: existing new Number of Bedrooms:r existing _new ` - Total Room Count (not including,baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No , Fireplaces. Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing new size_Poole❑`existing ❑ new size _ Barn ❑ existing-' ❑ new size_ Attached garage: ❑ existing ❑ new~``size"_Shed: 0 existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # , . Recorded ❑ . Commercial ;hYe's ❑ No h If yes, site plan review# r r Current Use 116Cccn - Proposed Use i 06_11y� APPLICANT INFORMATION t J-_ .(BUII D OR_ HOMEOWNFBR) ', - ,r Name �4� .� C4 u- Telephone Number ��/rJ{ Ck(s Address .� �( License°# a �► +� Home I., "rovement Contractor# o� Email ►� 1� �:� r�. �� • - Wo ker's.Compensation ALL.CONSTRUCTION DEBRIS RESULTING�FROM THIS PRO;JECt WILL BE TAKEN TO. u� 74 V 4 SIGNATURE ,: : f. i DATE. t 44/ FOR OFFICIAL USE ONLY APPLICATION # -DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER ° DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 0 Commonwealth of Massachusetts ® Division of Professional Licensure Board of Building Regulations and Standards Const teti`I t sbpgervisor CS-102260 j E.,xpir es: 11/05/2020 MICHAEL S MEAGHER,I*JRrj = " 97 EMERALD`�1ANE MARSTONS MILLS MA°02648 Commissioner Ufte ria�ri��earzcaenll�-a�C�/f/L�asaacluaeCil Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual Rggistration Expiration -�1629313 04/26/2019 MEAGHER CONSTRUCTION,.IN.C: MICHAEL MEAGHE;RJR , 776 MAIN STREET OSTERVILLE,MA 0265' Undersecretary o ' 4 Construction Supervisor Unrestructed-Buildings of any use group which contain less than 36,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State.Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl J Registration valid for individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Pl -Suite 5170 Boston, 02116 - '� t valid without signature Client#: 16665 2MEAGHERCO DATE(MM/DD/YYYY) ACORLI. CERTIFICATE OF LIABILITY INSURANCE I 10/31/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy PHONE 508 775-1620 FAX A/C No Ext: A/c No): 5087781218 973 lyannough Road E-MAIL ADDRESS: P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A Penn-America Insurance Company 32859 INSURED INSURER B:Associated Employers Insurance Company 11104 Meagher Construction Inc. INSURER C: Timothy Meagher INSURER D: 776 Main Street INSURER E: Osterville,MA 02655 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY PAV0186320 10/16/2018 10/16/2019 EACH OCCURRENCE $1 000 000 IX:CBI/PD OMMERCIAL GENERAL LIABILITY PREMISES Eaourr°nce $50,000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $5 000 Ded:5OO PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 X I POLICY PROJECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050054422018A 6/23/2018 06/23/201 X WC STATU- ORH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $100 000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 OO 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S2224761M221069 RPSW1 r { sae Conaaaaan"wa fth of Massachnselts Depm'tnaent of Industrial Accidents Office of Iam-Itigotio, 600 Washington Street Boston,MA 0-7111 hunhers � ,�� raavrr:naa�ssgor:/din Workers' Compensation InsuranceAaAt:'�u�lerstCiin .cant Information Please Print Leidbly 0 a Name 01us n!WOtgsuirationft&&1ual): Adihess: Gity/statieO Phone .airs Y013,21B employer?Check the appropriate boa: Type of project(required): 1.We am a employer with 4. ❑ 1 am a general contractor and 1 6 New construction emnaloyees(DA andtor part-time)* have!raved flee sub-contYsrtors 7. ,Resmodeliug 2.❑ I am a sole px�ietor-or.per- 11.te�`on: .a�c�ss a; s�aad bay ttai.aeEaployees These sofa-co�ractors lime 8. Q Demolition woIdcing for me in any capacity. comp.insu aatc w e 9. 0 Buililing addition I [No workers'comp.insumnce cep.is corporation 10.❑Electrical repairs or additions i required-] 5. ❑ '0Je are a corporation and its officers have exercised their 11.[]Plumbing repairs or additions 3.❑ 1 am a homeowner doing all work right.of exemption per MGL myself[No workers'camp- 12.0 Rcofrgmirs insurance require&]r c. ]52,§!(4),and we have no 13.❑Other tm .:(Ivo warlt�s" -Any apgtitamc bier aee2t+ aa6t3�,6ts� riatg °eaaa�p�asaiionpo}tey` T Idamemaasrs wbo submit this afadarit inawtias tbay are daamg all wtuk and then hire oumacentarlinsumst s bma a new affidavit bodicaft satcb_ ;Conuumrs abet dash this bane must attached an additia®a9 sheet showing the name of the sutra-crosaacton and state whether or Trot tbose em6btbes bate employees. If the sub<antrae tors have empla ws,they ants[Provide tb w weaker'camp.policy number. — I ant an employer that is prmRafing workers'a�omperrsaati iresnranee for+try cetr ����r�'rs tliaapaLco dJob site inforantdom r . Irrste:Cotrtpany Po-licy#ts1f 11 1,. Job Site Address: `� �C'- City/Stateilip- Attach a copy of the workers'compensation policy declaration page(shaving the polity numb d eapir atian da te). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition a l penalties of a fine up to$1,500.00 andror one-year imprisonment,as well as chil penalties in the form of a STOP WORK ORDER and a fine of op to S25.0.00:o clay against the_violator._Be advised that a copy of this statement may be forwarded to the Office of Tnsestigsiions afhlte::DlA for x I alto hereby cerhfiy turder tine ns and prnaiTties gAT af#tad i�► u Ate.'',in and err Si rine 1 t : I Phone# Qfflcial rise on[t: Da not Faits in this area,to be completed ky city or tom,official, City Of Tom. Par-raittLice #. Issuing Authority(circle one): 1.yob aaf Health 2.Bru'ldimg DTpartment 3.Cityi Town Clerk 4.Electrical Inspector §.Phrmbing Inspector ,firer Ph0m # Contact Person: : 6 t x Town of Barnstable Regulatory Services RkUrd V.Sulk F1tmeWr 'Tieoamas Fey wag ner 200 Main Sweet, Hyaa Ws,MA 02601 www tovia6berastsbte m&us Offs: SDg-2-4038 Fax: 508-750-6230 Property Omer Rust Complete and Sian This Section IfUsing A Builder as Ovmer of the su bjea Propedy hereby authorbx A CQcins"- ta ect on my behalf, in all mattes reletive to vaork wAori wd by this building permk tapgliedion for: (Address of Job) A4avI he $Wwlumlof©weer ._.._ aLk &s Co h 6r? `� mt If Property O"er is aP 104B for Permit,please Complete the Ha m ea"era Uftnae R:empfion Form on M* reverse sills, CAUWJAD0C*IJi!<1Appt]&WV oc W kM5A\WWdDVjS\T4MPWWY bd4MVtFtINXCM99M0Ud00M01Dtiltl6XYREU.&C Revised 040215 a I f t it PREI SEW CONST � TO n 1 Tm7311 .40 C(l ulb L i F EISTa DECK Alf. I ,,HYANN.IS HARBOR HOTEL . f 1/101 BLFR ARCHITECTS - x tim@mea berinc.com From: Tom SWensson<-Tom@capearchitects:com> Sent: Friday, February 01, 2019 1:44 PM To: 'Deb Meagher !debora-K@:n eaghermc con) Cc: Tim Meagher; Cohen, Douglas D.; Rick Fenuccio Subject: Hyannis>Harbor'Hote1 =Restrooms, Attachments: engineer design affidavits.pdf; Hyannis Harbor-Hotel Restrooms Addition M'EP:pdf; :ar..chitect:design,aff.i:davitpdf Deborah,. Attached are electronic copies of the Architect and Engineer affidavits,required.for Construction Control.Also.attached -is the design narrative from the"M'EP engineers Which should'be submitted with the permit-a;ppTication. Tom Swensson, Brown Lindquist Fenuccio & Raber Architects Inc. Yarmouthport Office: , 203 Willow Street, Suite A, Yarmouthport, MA :02675 Tel: 508.362.8382 x-125 Plymouth Office: 93B Court Street, Unit 22, Plymouth, MA 02360-3824 Tel.;5-08-9.27-41,;27 3 tom(er�,capearchitects.com g 3 www.capearchitectseom. O �r face book The information contained in this e-mail is confidential and privileged; intended for the sole use of the addressee. Unauthorized use, distribution,copying of disclosure of this information is prohibited. If you are not the addressee and have inadvertently received this communication, please contact the-sender-at(50.8).362-8382. APlease consider the environment before printing this e-mail C) c ,., Co. 1 ... .. 1. i. ;: - .. .. I. Initial Construction Control Document : I. To be suUmitted with the buildir errnit a llcation b g p pp Y; N W a I. Registered Design Professional i ". 5.e for zvorlc per the nuith erlatio'n of the � . Mcissachicsetts:State Buzing Corte, 7$0 CMR; Sectio/z 1( , i Prol`ect Title.T,......_.I11,;._1.: roposed Restroom Add*ti Hyannis Harbor Hotel Date: January 2019 ' ., 6: ....' ,. Property Address �_ Project Check (x.) one or both:as applicable NewConstruc6ion Txisting ' Construction Protect description: 110 square foof,addition to extsttng!restaurant and restroo s : 1 New addition is w fr e c n : r d f w ood am_ o stn coon an consrsts:o t o, 1-1 new;accessible restroon�s and decking to match existing construction I Robert C!BrAV6: P.k..MA Re - strati: Number:46667.Ex rration dace:6 30 2020 am:a re istered des. n a P,, 8 8 I. professional,':and I have prepared or directly supervised the.prepararion of all design plans,com utations and P - specifications:concerning.: Architectural Structural Mechanrcal:: 1 Fire'Protection X:Electrical Other:. for:'the above-n.a m e`.?d project aid that to fire best of my knowledge, information, and belief such plans, computations and specifications meet the. applicable provisions of the Massachusetts:State Buildig - Code, (780 CMR), and` accepted erigureerrng practices for fire proposed. protect I understand and agree that:I (or my designee) shallperform the'necessary professional services and be present on fire construction sit e:;on a regular :and periodiebasis to 1 Review" :::for conformance to tlus> code and he design concept, shop draWin .samples aril other submittals by :.the contractor u1: accordance :,with ::the requirements .of the construction ' documents 2 Perform the deities for`regrstered design professionals in 780 CMR Chapter 17, as.applicab1 . 3 Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of:the work and to determue if the work.is being performed in amanner col srstent withahe approved coilstrucrion documOnts;and this code: Nothing r t: s document reheves the contractor of its responsibility regarding fire provisions of 780 CMR 107 When recurred by the building official, :h shall:`submit field/progress reports (see item 3), together w t11 pertinent:comments,ri a form acceptable to the building official. b Upon com. e..on of the,work;I shall submit to the building official a'Fina1 Construetio q ument.' sic Enter in tl 'e space to the ng., "wet" or a.:.ROBE RT C. tiGvk electronic signature and seal ELERAVO o 466. Phone number 508 295 0050 :. Email rbravo�griffrtharidvarycom Bud dtn,�Official Use.Onh/ NAL Suldmg Official Name Permit No: Date Note 1 Indicate with an x' irolect design plans,computations and spec ications that you prepared.or directly supervised.,If other` i ,,4, a,..,,=..,. ti Rf c Initial Construction Control Document _ To be submitted with the Building permit application by`a d Registered Design Professional for work per the ninth ed' *ii of the . s,°V Massachusetts State Bmldtng Code, 780 CMR, Section 1Q7 Protect Title Poposeel Restroom Addrhon,Hyannis Harbor Hotel ;; Date January 31, 2019 Property AddreI.ss. Protect Check(.x) one or both as applicable New construction Existing Construction Pro ect description. 1 l0 square foot addition to existing,restaurant aril restrooms. New addition'is wood frame construction and consists of two new accessible restroonis and decking to match existing construction I, Wayne E Mattson,P E:MA Registra,tron N:urnbe`41546 Exprrahon date 6J30/2020,am a registered design professional;and I have .prepared or drectlysupervised the preparahor.of all desrgri.plans,comp..utahons and sp_ c ... concerning?;: Architectural Structural X Mechanical Fire Protection Electrical `Other". for.:> the above-rr a m e d protect and that to the best of'; my knowledge, information, and belief such plans, computations and specifications meet the applicable provis.ions of the°Massachusetts State Building . Code, (7., CIv1R), and accepted engrrreErulg practices for;;the proposed project. I understand arzd agree that I of my etesignee) shall perform the necessary professional services_and b:e present on;the construction site on a regular: and periodic basisao 1 Review; for conformance to this ;code.and the design concept, o .drawrrgs, samples n ot er sbrruttals by the contractor`in accordance with the requirements of ape construction documents 2 Performthe dupes for registered design piofes§iqna i 7961tMR Chapter 17,as applicable '3 Be present at,ntervals appropriate to the stage of construction to becor e generally familiar wrtli the progress and quality of the work ar 1 .de e nine if the work is being performed in a manner;consistent with the approved'construction documents and this code. Nothmg;iri this document relieves the contractor.of its responsibility regarding the p1.rovisions of 780 CMR 1Q7 When required by the bwldug official,I shall submit field/progress,reports(see item 3.)°together with pertinent comments,u1"..form acceptable to.tle burldmg of#iciaL;` Upon completion of the work,I shall subrrut to the building official a'Frnal:Constructro_CQtrol Document' ti��`�of� s� Enter m the space to the right a"wet" or �' vNAY�I electronic,'signature and seal:; s iIGA �'+ Phone nuimber 508 295 0050 Email:wmattsongriffithandvary.com o. i 5s Buxlilix�Official Use Onh/ ., 1. 4�a � Building Offidal:Name . Permit No. Date:' Note 1 Indicate with an`x':prolect'design:plans computations andapec�fieations that you:prepared or directly supervised:If other u chosen,proyide a description Vernon Ol :O1 2018 Initial Construction Control Document h To be submitted with the building permit application by a Registered Design Professional V for work per the ninth edition of the V Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Proposed Restroom Addition, Hyannis Harbor Hotel Date: January 31, 2019 Property Address: 213 Ocean Street,Hyannis,MA Project: Check(x) one or both as applicable: New construction X Existing Construction X Project description: 110 square foot addition to existing restaurant and restrooms.New addition is wood frame construction and consists of two new accessible restrooms and decking to match existing construction. I,Rick Fenuccio,MA Registration Number:7789 Expiration date:August 31,2019,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural X Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Construction Control Document'. Enter in the space to the right a"wet" or �`�`'`�Q ' ,yG'F��. electronic signature and seal: . No.7789.UT w t Phone number: (508) 362-8382 Email:rick @capearchitects.com 2�LYARAtOMAiPoRr,�G�� qzTH OF!A S5 Building Official Use Only ' Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 GRIFFITH &VARY,INC. 0 Mechanical, Electrical and Plumbing Design Narrative for the Hyannis Harbor Hotel Restrooms Addition Project 213 Ocean Street Hyannis, Massachusetts January 28,2019 , . . . . . | TABLE OF CONTENTS Plumbing' —...........---..---....................--....—.....—....--..----.. 2 � Electrical Systems---...----..----..-----.----.—..—..—.--. 4 | | � � � l � • Plumbing A. The following is the Plumbing system narrative, which defines the scope of work and capacities of the Plumbing system as well as the Basis of Design. B. Codes 1. All work installed under Section 220000 shall comply with the Massachusetts State Building Code, Massachusetts State Plumbing and Gas Code (248 CMR) and all state, county, and federal codes, laws, statutes, and authorities having jurisdiction. C. Design Intent 1. All work is new and consists of furnishing all materials, equipment, labor, transportation, facilities, and all operations and adjustments required for the complete and operating installation of the Plumbing work and all items incidental thereto, including testing, for the Addition. D. General 1. The Plumbing Systems that will serve the project are cold water, hot water and sanitary waste and vent system. 2. The Building is currently serviced by Municipal water and Municipal sewer system. 3. All Plumbing in the building will conform to Accessibility Codes and to Water Conserving sections of the Plumbing Code. E. Drainage System 1. Soil, Waste, and Vent piping systems are provided to connect to all new plumbing fixtures. Soil and waste systems run from connection point within existing building and each terminate at existing sanitary vents through the roof. 2. Drainage system piping will be service weight cast iron piping; hub and spigot with gaskets for below grade; no hub with gaskets, bands and clamps for above grade 2 in. and larger. Waste and vent piping 1-1/2 in. and smaller will be type 2 r e- ROOM `L' copper. F. Water System 1. Hot and cold water shall be extended from existing to serve the plumbing fixtures in the Addition. 2. Water piping will be type `L' copper with wrot copper sweat fittings, silver solder or press-fit system. All piping will be insulated with 1 in. thick high density fiberglass. G. Fixtures 1. Furnish and install all fixtures includingsupports, connections fittings, and an pp g , y incidentals to make a complete installation. 2. Fixtures shall be the manufacturer's guaranteed label trademark indicating first quality. All acid resisting enameled ware shall bear the manufacturer's symbol signifying acid resisting material. 3. Vitreous china and acid resisting enameled fixtures, including stops, supplies and traps shall be of one manufacturer by Kohler, American Standard, or Eljer, or equal. Supports shall be Zurn, Smith, Josam, or equal. All fixtures shall be white. Faucets shall be Delta, Chicago, Symmons or equal. 4. Fixtures shall be as scheduled on drawings. a. Water Closet: High efficiency toilet, 1.28 gallon per flush, floor mount, vitreous china, flush tank. b. Lavatory: Wall hung, vitreous china, ADA lavatory with 0.5 GPM mixing faucet. H. Valves 1. Locate all valves so as to isolate all parts of the system. Shutoff valves 3 in. and smaller shall be ball valves, solder end or screwed, Apollo, or equal. I. Insulation 1. All water piping shall be insulated with snap-on fiberglass insulation and PVC 3 r s 5' jacketing, Type ASJ-SSL, equal to Johns Manville Micro-Lok HP. J. Cleanouts 1. Cleanouts shall be full size up to 4 in. threaded bronze plugs located as indicated on the drawings and/or where required in soil and waste pipes. K. Access Doors 1. Furnish access doors for access-to all concealed parts of the plumbing system that require accessibility. Coordinate types and locations with the Architect. Electrical Systems A. Lighting and Lighting Controls for each Toilet Room: 1. Provide 120 volt, 4000 lumen, LED lighting fixture. 2. Provide wall mounted passive infrared occupancy sensor with integral switch and set to auto-on. 3. Provide emergency battery unit with two integral emergency light heads. B. Power for each Toilet Room: 1. Provide GFCI receptacle at 48" A.F.F. to center. 2. Provide 11W, 3400 BTU, 120 volt wall electric heater with integral thermostat. 3. Provide ceiling 100 CFM exhaust fan with a time delay module such that the fan will continue to operate for a set amount of time after being turned off. Fan shall be controlled by occupancy sensor with integral switch. C. Fire Alarm System for each Toilet Room: 1. Provide a 15 candela fire alarm strobe and connect to existing fire alarm notification appliance circuit. 4 r —5 All vWE v IRMO ryas ¢ LgrwQ— MN � 2� vZq s kt 1 �1 } ajr ®u ubi IBM Aiiw MUST Mom ............ ............. xMill .... o � y tur��'aWpY w• » �k A- x...... N� — ' e �z" p, .................. 1 + j a�" Exterior Walls ...................................................................................................... .............................................. ...................................................................... ......................................... Wood Framed. 0 Loadbearing Reference .wt.9 psf •1/2"DuRocK cement board,interior side UL Des U303 F-1 2 15/32"plywood 5 11, 77 S qg( 7, f7T,,-,,,.- —2 x 4 wood studs 16"o.c. lij" —3"THERMAFIBER SAFB —joints finished •5/8"SHEErnocK RRECODE Core gypsum panels,ABEROCK AouA-ToUGH exterior sheathing or SECURO'K glass-mat sheathing, other side •5/8"SHEETROCK RRECODE C Core gypsum UL Des U330 F-I 3 Tpanels,interior side ......... 2 x 4 16"wood studs o.c. N. 3-1/2"THERMARBER SAFB 1"extruded polystyrene insulating sheathing and 1/2"plywood siding joints finished wt.15 •1/2"DUROCK cement board and 1/4" UL Des U329 F-1 4 TI 1""'( ceramic tile exterior 5" 2 x 4 wood studs 16"o.c. 3-1 12"TiSMARBIR SAFB •5/8"SHEE-MOCK RRECODE Core gypsum panels optional veneer plaster wt.7, •5/8"SHIETROCKII brand Type X exterior sheathing UL Des U305, F-1 5 or /8"FiBIROCK AouA-TouGH exterior sheathing U314 43,/4"" or SECUROCK glass-mat sheathing •5/8"SHEETROCK RRECODE Core gypsum panels or SHEETROCK MOLD TourH RRECODE Core gypsum panels,interior side 2 x 4 wood studs 16"o.c. joints exposed or finished owl wt.12 5/8"SHEETRocK Type X exterior sheathing, UL Des U301 F-1 6 T FIKROCK AouA-TouGH exterior sheathing ' or SECUROCK glass-mat sheathing,on exterior side double layer 5/8"SHEETROCK FIRECODE Core gypsum sheathing Or SHEETROCK MOLD TOUGH FIRECODE Core gypsum panels on interior 2 x 4 wood stud 16"o.c. •5/8"SHEETROCK FIRECODE Core gypsum UL Des U302 F-I 7 panels,interior side 2 x 4 wood stud 16"O.C. T ' •1/2"F&ROCK AouA-Tourii exterior sheathing or SHLLmocK gypsum sheathing Of SECUROCK glass-mat sheathing joints finished 4"nominal masonry VI: 59 USG Fire-Resistant Assemblies r STRUCTURAL STRENGTH AND CODE COMPLIANCE IN A SINGLE PANEL LP®FlameBlock®Fire-Rated OSB Sheathing is certified to meet fire code ( compliance and delivers higher design values than FRT plywood at the ,. ..- same thickness.LP FlameBlock sheathing has the versatility to be used in Type II,III and V construction,and is a listed component in fire-rated exterior wall assemblies. CODE-APPROVED FIRE-RATED STRUCTURAL SHEATHING ICC-certified(ESR-1365) 15-minute thermal barrier protection(UBC 26-2) 30-minute Class A Flame Spread Rating(ASTM E84,UL.723) Combination of flame-spread resistance and burn-through resistance 3 ��a�� Code-compliant component of fire-rated exterior wall assemblies DESIGN FLEXIBILITY sheathing n values for LP FlameBlock Because structural design 9 are not reduced by the fire-retardant treatment,the panel carries load/span and shear design values equivalent to an untreated wood structural panel p in the same panel thickness category.Using LP FlameBlock sheathing in fire-rated wall assemblies can provide more flexibility in design of •• wall openings as well as more options in framing and bracing to meet structural requirements. STRENGTH Carries design values for load/span and shear that are superior to fire-retardant treated wood structural panels of the same thickness. ,. WEATHER RESISTANCE Exposure 1 classification certifies that LP FlameBlock sheathing is able to withstand moisture during normal construction delays.FRT plywood does not carry Exposure 1 certification. 4�pSSIFjFO • • • • • k / � 1-SIDED MIN RAL LP'FLAMEBLOCK' WOOL INSULATION EXTERIOR LOAD-BEARING WALL - INTERTEK EXTERIOR CLADDING Reduces dead load and wall thickness versus common alternatives Reduces labor costs and construction time* TYPE X GYPSUM Provides better substrate for securely fastening exterior facing Allows a wide range of code-compliant exterior facings -_ FIBERGLASS INSULATION EXTERIOR LOAD-BEARING WALL � ' /-SIDED UL DESIGN NO. W348 LP'FLAMEBLOCK' (l HOUR WALL;FIRE-RATED FROM INSIDE ONLY) '[ommon|yusedin Type V load-bearing exteho/wm||s EXTERIOR 'Reduces dead load and wall thickness versus common alternatives CLADDING 'Better substrate for securely fastening exterior facing | 'Allows fiberglass insulation(less expensive than mineral wool) TYpm 'Exposure l Classification;withstands normal exposure to moisture | mm«m during construction 2'x4 oom (MINIMUM) nomomu INSULATION � E����|��� L���0'BEAR|NG �UALL- LP'FLAMEBLOCI. --I-SIDED gL DESIGN NO.V311 pmwnnxemm6i (FLAK4EBU}[K PLUS l-HOUR WALL;RATED 0N ONE SIDE) 'Reduces dead load and wall thickness versus common alternativesEXTERIOR ~ CLADDING 'Reduces labor costs and construction time* �pEx 'Provides better substrate for securely fastening exterior facing mmom | 'Allows brick,stuccostee|and fiber cement exterior facings � (MINIMUM) *Eliminates a layer m[gypsum vs.UB0l and UjO8. EXTERIOR ASSEMBLIES . r° . Town of Barnstable Building h Post Tis,Card So-That rt is:>VisibleyFrom the Street{A roved."Plans Must be Retam`ed on Job anted this CartlMust be Kept c� " ri,...,3"^ x .'4`�',ra •: s�^`ke. ;t � `ir?�p 4 z 4 x 1 z r'T�`' " i �' '`z\' -''�• MAss PosteilUntilgFirial Inspection Has Been Made ; a " i639 tiv : . .^.r � _ . .... .� .�.€ r y� ears 'Wherea Certificateof.Occu anc`•isaRe aired such B:uildin -shall Not;be"Occu ied>until afmal,lnspection`has been made �l l� .�.;:uvup..w.> y, 4 mom... g P av ax.«aw. .x... ... ^:..*- .�" Permit No. B-18-2912 Applicant Name: MICHAEL S MEAGHER,JR Approvals Date Issued: 02/11/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 08/11/2019 Foundation: Location: 213 COMMON AREAS OCEAN STREET, HYANNIS Map/Lot 326-035-OOA Zoning District: Sheathing: Owner on Record: HARBORVIEW HOTEL INVESTORS LLCM ContractorName „MEAGHER CONSTRUCTION INC. Framing: 1 Address: 28 JACOME WAY ' Contractor License 162938 2 r � s mr MIDDLETOWN, RI 02842 � Est Protect Cost: $44,000.00 Chimney: Description: NEW SURROUNDING DECK/WALK(APPROX.4'WIDE)ON THE Perrh Fee: $500.40 NORTH SIDE OF EXISTING BATHROOMS Insulation: �`� ee Patl;° $500.40 Reviewers,Note:Companion Permit B-18-3387��RMCK� � Date 2/11/2019 Final: • Plumbing/Gas . _.. Project Review Req: See B-18-3387 Rough Plumbing: x... ,• Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after;ssuance. All work authorized by this permit shall conform to the approved applicatlowafttl*approved construction documents,,,r which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures'shall be in compliance with the local zoning by laws aril codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. " r _ A"': Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials areprovided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: 'n " Service: 1.Foundation or Footing , Rough: 2.Sheathing Inspection , ti . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). � Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �a � Parcel �S � cqA 't= r Map ����� ����,,,� �`"� �° Application # / Health Division y Date Issued �� ( �/ 6q Sip 1 2q1% Conservation Division _ r_,Application Fee Planning Dept. Permit Fee lq ``)// Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis W Project Street Address o21 'l-e.J Village I L 5_^&A-,�A Owner LOON ,%dress Telephone _ c4 - 0 7 00 AA L Permit ,Request �� �U O Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation o o o _ Construction Type CO�-C) Lot Size Grandfathered: ❑Yes ❑ No If yes, a ach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Y(o Historic House: ❑Yes ro On Old King's Highway: ❑Yes J�No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ) Yes ❑ No If yes, site plan review# 12 Current Use l yTG_Ca-� (�-d- Proposed UseUU . APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 2 � � `1A- Q__ Telephone Number -�� � -0 u Ad ess rlLicense # C 10 /0-C �9 v` �l�Q �-� J� Home Improvement Contractor# Email M i h Worker's Compensation # ALL CONSTRUCTION DEBRIS ESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /�'� i FOR OFFICIAL USE ONLY s APPLICATION # DATE ISSUED MAP/PARCEL NO. f° i Ys.P'�+avucf" ADDRESS VILLAGE _ OWNER } DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:' ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ."' r..><7�''�'1��-.... ..i^"ar«,.r},-;,4:,; �!'yn"'..... �.., �,+'ti.. ? i.«,,-., .��7',7r.,+T'S✓'",F{'�,,,3'`'a"a#l'�°�"""'°�„`• '�'�•,'!�"�w•r'�y-,+t7/*rrt,,..<,.,' -�r't'�.y..Z,,,hN r'".''S:£A.. ih"4�^, ' ; <TON+OF BARINSTABLE BUILDING PERMIT APPLICATION Map Parcel `� � Application # u - Health~Division' � , �y'{ ;., a Date Issued' ' d �s Conservation'Division /r ; Application Fee I UU Planning Dept �- £ Permit Fee Date Definitive Plan Approved by Planning¢Board F -... z • - F. SEA ! `-Historic - OKH _ Preservation°/ Hyannis � Cep •Project Street Address C'?' I Village 1' �Cx.wvuJl k -.'OW,n e r '_C.� t� y ^_44a.gm_,404A�Idress Telephone Ll U Permit Request N" SO CZ-V Q� .•&G kJ a � y - c C r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new i Zoning District Flood Plain Groundwater.Overlay 4' Prol`ect Valuation, a 9W o®v Construction Type Lot Size �. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentatign, Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) - y Agee of Existing Structure Historic House: ❑Yes C to On Old King's Highway: ❑Yes X46 B&eriment Type: 0 Full 0 Crawl . ❑Walkout_:.,=❑ Other i' Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) `Number of Baths: Full' existing new Half: existing new Number of Bedrooms: existing —new z Total Room Count (not including baths): existing new First Floor Room Count Heat Type.and Fuel:' 0 Gas ❑ Oil ❑ Electric ❑ Other - k Central Air: ❑Yes ❑ No Fireplaces: Existing i New Existing wood/coal stove: ❑Yes ❑ No 4-I<«Detached garage❑ existing ❑ new size_Pool: ❑ existing ❑ new aize — Barn: ❑ existing ❑ new size_ ; `1l ; . Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: a" ` Zoning Board of Appeals Authorization, ❑ Appeal # Recorded ❑ Commercial ,Yes ❑ No If yes, site plan review# /p, Ccirrent Use �G-CC �Q�J` Propoosed Use , V V APPLICANT INFORMATION" (BUILDER,OR HOMEOWNER) s Name, s QG at' V d » C ' F. Tele hone:Nurnberi .:J_ t Address �. st �•- Lice nser# ds_ �(� �9 r Home Improvement Contractor# Email `fir /Vill,U Worker's Compensation # AP ALL CONSTRUCTION DEBRISYESULTING FROM THIS PROJECT WILL BE TAKEN`TO +- SIGNATURE DATE 1 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. �MP�MW Town of Barnstable Hyannis Main Street Waterfront Historic District Commission Application Certificate of Appropriateness Application is hereby made for the issuance of a Certificate of Appropriateness under M.G.L.Chapter 40C,The Historic Districts Act for proposed work as described below and on plans,drawings or photographs accompanying this application for: Assessor's Map No. 326 Parcel No. 035/OOA Address of Proposed Work 213 Ocean Street, Hyannis, MA Applicant Name Tom Swensson, Brown Lindquist Fenuccio&Raber architects Applicant Mailing Address 203 Willow St,suite A Town/State/Zip Yarmouthport, MA 02675 Applicant Phone Number (508)362 8382 Applicant E-Mail tom@capearchitects.com Property Owner Name Harborview Hotel Investors LLC Owner Mailing Address 28 Jacome Way Town/State/Zip Middletown, RI 02842 Owner Phone (401)845 0900 Agent or Contractor Name Contractor-Meagher Construction, Inc. Agent or Contractor Address_ 772 Main St. Town/State/Zip _ Osterville, MA 02655 Agent or Contractor Phone _ (508)428 0458 Agent or Contractor E-Mail tim@meagherinc.com PROPOSED WORK Please check all categories that apply: APPROVED Building Type: x Commercial ❑ Residential ❑Accessory AUU 15 2041 ❑ Other Work Proposed: TOWN OF 13ARNSTA8LE HYANNIS MAIN ST WATERFRONT 1. Building Construction: ❑ New Building x Addition ❑ AlterdtIOTORIC DISTRICT COMMISSION 2. Exterior Alteration: x Windows x Doors x Siding ❑ Roof ❑ Other 3. Exterior Painting: ❑ 4. Signs: ❑ New sign ❑ Alteration to existing sign 5. Accessory Improvement: ❑ Fence ❑ Parking Lot ❑ Outdoor Dining ❑ Awning/Canopy 6. Other: Page 1 of 3 Hyannis.Main Street Waterfront Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET Please complete this sheet only if new building construction or alterations to an existing building are proposed. Fill out all sections that are applicable to your project. Include materials,specifications,dimensions and/or colors to be used. FOUNDATION Concrete White Cedar Shingles, 5" T.W. to match existing g - SIDINGTYPE COLOR at main hotel bldg CHIMNEY TYPE n/a COLOR ROOF MATERIAL EPDM COLOR Black, match existing ROOF PITCH ±1/4" per 12" DOORS ThermaTru, Fiberglass COLOR Indigo Blue WINDOWS Harvey, Vinyl, Hopper style, +20"h x 30"w COLOR White SHUTTERS n/a COLOR Sherwin Williams, Duration, TRIM PVC, sizes indicated on drawing COLOR white GUTTERS n/a Match existg composite decking - 5 1/2"x 1" T Azek decking: field color - PATIO/PORCH/DECK Collection 'Redland Rose', accent color Arbor - Collection 'Brownstone' GARAGE DOORS n/a COLOR 6x6 P.T. Landscape timber retaining wall at new walk to match OTHER existing retaining wall APPROVED AUG 1 iJ1 Page 2 of 3 TOWN OF BARNSTABLE HYANNIS MAIN ST WATER!=RONT HISTORIC DISTRICT COMnAil,�:">N Hyannis Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORK • Provide detailed specifications of the proposal. Include a detailed description of changes to existing conditions, if applicable. Describe proposed materials to be used,desired colors, manufacturer's specifications,etc. • In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet,if necessary. — The new construction is approximately 7'x 17' in footprint (+119 s.f.) with - - new surrounding deck/walk (approx. 4'wide). It's location is on the northerly — _ side of the existing bathrooms. The purpose of the addition is to provide _ accessible toilet rooms for the restaurant and pool area of the hotel. — The new structure will match the existing kitchen/bathroom structure in height — and style. The existing flat roof will be extended to cover the new bathrooms. — _ The entire flat roof area will receive trim that will serve as a partial screen for _ the existing roof equipment. The cornice to be used on this screen detail is _ to be similar to the cornice on the main hotel entry building (see attached — photo). Existing shingles are to be removed and replaced with new white - - cedar shingles. All shingles color to match the shingles at the main hotel entry — _ (see attached photo). All trim to be painted white. New doors to be indigo blue, _ existing doors to be painted to match. New decking surrounding the new — structure to match existing decking in place around the pool. Area adjacent — to the new retaining wall to be landscaped with shrubs similar to what is in place. — Signed nt�5�� pplicant-Agent Date APPROVED AUG 15 ?7.3 TOWN OF BARNSTABLE WANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION Page 3 of 3 u 654 EAST (OCEAN STREET) ELEVATION a' BLUE WATER GRILLE RESTAURANT HYANNIS HARBOR HOTEL ` 9 5 ' BROWNLINDQuisyFtNUGCIQBfRA6 7/2 7/2018 ,A�c [r�crs lNe: 9; I VA bug-rum ilk Rv ITM s� _ .K . 141 MIN FA jrl S 7-1 h � _r .. k--�3�x' ,-. �; e --' �� .+ ��t s^v.•r.. � F, j � �Ib�-� 3 ,,e,`F y a �.z- v _ p V1 ' lit 0_1 Jr 1 �✓ �i{4 we t - ' a " 3��`�d`-ct�°��yti,,•tt�.�/� ,�}a.t�-iP7 � '{"t5 � �'S�, � r-�����4� r,,.i:•t�w,,���"F�n - ..c ♦�\�i ♦ .<�r 1`a.J,�,�,F'i^f +:,t��'a'l C:r�Jr� ���'',-a �'C•+��a i 'r�i-^` �,� t e�+-T.,:a... ='�- 'f,. s. � r :1cx� F" W P4,y tia,y.-'�s, .a kY:.�.y} r }�4 ..' r •t i �� _ ���tr .f �:��'+^'a'�^3Cfi't�F'(�3e"•r t��tt�re',�. `�c,��•r 7 t �, ��-� k.G"' .1� �K.•;',v .� �^r.t1 •tt ,,: ryd" 4 S'� `� t Iry .+c r �" i 'Yk` � xt. ✓ r�-G.r" rt,+. Sy a ��,+,'-��¢ r {:Y L✓.,d,�. N s '";t,�''�.�k' p - . iJ l� a - � - �.i�', .- �c�".,�*`f`, x va^�,�:fi i1 f Ott x#`�-MYI.• 9 T-rs`k+�'4'`,fit �'- i'�` a _ .� a. .�o .. - - °�g''�gppali� ..- AREA rs; ��+2`fr`. l+y,��� _ ^z`,�,.P•r'• h���y� .,,� ? r �� tt ��� �.�F,r f .ma's 3 x F 2'.!,•� LOOKING •• POOL . BLUE WATER GRILLE ,.q/d � <,.�„ram�`��„�Fx,�- ,� r-•u � + �!�r',�-t -`�'- � �s ..ter�- � , RESTAURANT „_, 'Zy v.✓ s ,.,^--LN! c at"'i �+ �P••t r m=f+' t r 1_. ._s' { ,zjHYANNIS z•: `# _fG .t,, to s w i y s F :a i• .. _t-: '''- n Z . s HARBOR r, ..T�xx s,r •�x;�i,f r r 1,✓[ y'3 e y t i� -i �„ • �! Nit' , !.` Y w a ?• f S s. yak'" T�'rt� ,.2y +itii`�y� 'i»f•\ �C < 9 r�,-�,1'+ _si��-�€�',t�� t-+Ci�'"`f.y.`rt• q � z�1' �_�`,t+r .k'�.` «" y / 7'l � y a-��S• Y c'i ii .«.,y., �t ap+^r�t.+�-: � � i �`>`.( r r :xt ��•�` vest i.y �r.'.� �.i r �-� � ��_r.. �. ��.."_T rrc.•.7✓tr fi.�-',•fir-"".;Y�r��'r'�w?, r'�'.,?, ;�A a.,'`•,+.^J r:�k,,',, � �� ..-'�?�ij:. a'-�.i r"i"11�'�s":� -.t �Y ' i it I I mo mum t y ��.<'�"^..� � . 4 w / s �," r�` k���,�'*'i f T'�Y�,�,�y `��P�i"� � � .�a _,�"" qZ r 7 �i.- y "� 4 4gkr�y' ''fr �s •�: n r'a�„ "yx I�W Al .' z+ Pr 4sy, rt�E fi rh` � ' 7. a+� N�s��'w: ,: evir"` ,.., t .>+ •9* µ > f 1"; .... T_ r��x�.a ��tt.+!�����. ,�,J..w,.£ �'�`^ae+.c.��.s 'i= y"'r �iv, ��,.-.4: •,,,-'�$ 4 e t_;• � �` *�„� ..a {�,p6,,} # _,:*'� s I��.'t�* ,i P ��arit-� '�'s� z�'�r�.,«+, a"_..� -�� �''k' ., s ;✓°x,$ 1 s t Yr`« �yw F��sf � � i `{'per �{• .^• ;. I TZ WEST ELEVATION (RESTROOM/KITCHEN AREA) BLUE WATER GRILLE RESTAURANT -� w HYANNIS HARBOR HOTEL - .oaaa c ; BROWN LINDQUIST FENUCCIO&RAB 7/27/2018 S oat to e 't t. Opp a ■ 5'i 1 i v r _ $ I •. ,�,'�• �"'�.�r:; ?� ���� �� � VACANCY ,<.FE I.,L RftE «5 40, x v _ A Tel • ! • • 7/26/2018 Smooth-Star@ S100 Therma-Tru Doors "IHERAOTRU® DOORS Smooth-Star° $ NEW DOORS - INDIGO BLUE Flush Panel I Style No. S100 4 BLUEWATER GRILLE RESTAURANT ' (0) Write a review HYANNIS HARBOR HOTEL 7/27/2018 APPROVED AUG 15 2018 TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION 16 Available Sizes 210" x 616" 210" x 618" 214" x 616" 214" x 6'8" 2'6" x 6'6" 2'6" x 6'8" 2'8" x 6'6" 2'8" x 6'8" 218" x 7'0" 2'10" x 6'6" 2'10" x 6'8" 2'10" x 7'0" 3'0" x 6'6" 3'0" x 6V' 3'0" x 7'0" 3'6" x 6'8" https://www.thermatru.com/explore-doors/door-style/S100?finishld=indigo 1/6 7/26/2018 Smooth-Star®I S100 i Therma-Tru Doors FINISH OPTIONS NEW DOORS - INDIGO BLUE Stain and Paint options may vary. Please contact your BLUEWATER GRILLE RESTAURANT HYANNIS HARBOR HOTEL Indigo 7/2 7/2018 - Features and Literature Features ■ Inviting selection of door styles ■ Wide choice of glass designs ■ On-trend variety of textures ■ High-definition panel embossments ■ Weather resistance ■ Security and durability ■ High energy-efficiency R-values Literature ■ Full-Line Catalog ■ Warranty ■ Owner's Manual https://www.thermatru.com/explore-doors/door-style/Sl Wfinishid=indigo 2/6 7/26/2018 Custom Vinyl Residential Hopper Windows I Vinyl Basement Window NEW WINDOWS „17. HARV Y BLUEWATER GRILLE RESTAURANT M r♦ BUILDING PRODUCTS HYANNIS HARBOR HOTEL Vinyl Hopper Window 7/2 7/2018 A venting workhorse, a hopper window is great for basements, garages and other spaces. Say hello to your basement's new best friend! Not many people get excited about a vinyl hopper window, but we do. Our hopper window includes a full screen and is always custom made to fit your home; that's especially useful when dealing with masonry openings.The Harvey vinyl hopper window is solid and made to last. - 5 ' 7 NN TELL A FRIEND (https://www.facebook.com/sharer/sharer.php?u=https://www.harveybp.com/our-products/windows/vinyl- hopper-window/) tp (https://pinterest.com/pin/create/button/?url=https://www.harveybp.com/our- products/windows/vinyl-hopper-window/&media=&description=Vinyl+Hopper+Window) V (https://twitter.com/intent/tweet?te)ct=Vinyl+Hopper+Window&url=https://www.harveybp.com/our- products/windows/vinyl-hopper-window/) https://www.harveybp.com/our-productstwindows/vinyl-hopper-window/ 1/4 Client#: 16665 2MEAGHERCO ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/Y 06/13/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy PHONE 508 775-1620 FAX, 5087781218 A/C No,Ext: A!CNo 973 lyannough Road E-MAIL P.O.Box 1990 ADDRESS: Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:perm-America Insurance Company 32859 INSURED INSURER B:Associated Employers Insurance Company 11104 Meagher Construction Inc.Timothy Meagher INsuRER c -- — 776 Main Street INSURER D: Osterville, MA 02655 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP YYY LIMITS LTR INSR WVD POLICY NUMBER MM/DD/ Y /Y MM/DDYYY A GENERAL LIABILITY PAV0146331 10/16/2017 10/1612018 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence) $50,000 CLAIMS-MADE F x1 OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:500 PERSONAL&ADV INJURY $1,000,000_ GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 X POLICY PRO JECT F LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED P OPER7ent AMAGE $ HIRED AUTOS AUTOSC.d UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050054422018A 6/23/2018 06/23/261 X WRY SITU- OTH- ANDEMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $100 0O0 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions, other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S213066/M213065 RPSW1 ie 'o tlntouw ,h of Massachusetts Depay ment of iiiditstirial Acci devils t ,se of investigations 600 Washinglon Stmet � Est m,::VA 2111 ' - :•,� a,,,nv.niasLgov1diW Workers' Compensation Insurance AtfidaVft.19ui t ersl{Ctintr Please Print t& 'b ly Avvficwt Information Name(Busk0W0M&aibtio vJk&vidual): Address: so /10 city/state : Ph4m Are employer?Cheek the appropriate boa: Type of project(required): employer u7th_ 4. ❑ 1 am a general contractor and I 6. ❑New ccnstsuction employees(fall and/or part-time).* have hired flee sub-contractors ors a4t ❑.Remodeling- . l ; ���e�- � . ❑ I amp a€ale prolaCietar or.paztner- 'fie y�_counctors 1�T : S. ❑Demolition sbip ad WT. no eTloyees .: ands :wo 9 1ng;ad �irt' working for me in any capacity- I ❑ [No arozkers comp.irtst>aance comp.insurance. 10.❑Electrical repairs or additions 5. ❑ '4tJe are a corporation and its mquired.] offwers have exercised their 11.[]Plumbing repairs or additions 3.❑ I am a homeowner doing all work of exemption per MOM myself[No workers'comp. . 12.❑Raofrepairs insurance r a c.152,§1(4),and we Lave no 13.❑Other j` epooyees.JNo wad COW nweacesslttried.] dgesr '�gr¢gB�as$hoa. 7aftr�fem. gyty 41tP ¢¢6ets tam: ss6e' bal :alaotg. Poi Fiameocoaess wlta sobmit obis atlHdacit 32d eating they ate doing all v Q,,,and em bite o1wde cautmcmes 3=snBamit a me+r affidavit indicating Bach Conaacgors thmt check this bw roust attached an addi OMI duet GbOwang the muo*of ahe s¢b c�trsctm and state whether or mot those ems mes bare employe, if the sub-comtractws have employees,whey must prunde their waken'camp.policy number. _ iusrarancefor to �Below is the 1 .� ob site lam an employer that is pro+Rtiirtg arortrers'comp s }'en gees. ' information. � y , km wftecomNOME � p; on;ilate: 3 Cityistateizip- Jab Site Address: - Attach a copy of the workers'compensation policy declaration page(showing the poYrtie}'numbe d eapu$tion date). Failure to secure coverage as repairer]under Section 25A of MGL c. 152 can lead to tLe isatpositicm of criminal penalties of a foe up to S 1,500.00 and/or one-yew iM[xir,0UMEnt,as well as cilil penalties to the farm of a STOP WORK ORDER and a fine of:�,to.P50.00-a dad apinst*e�riolator.Be advised that a copy of this statement may be forwarded to the Of of Tni-esl'igatiow of fhe DMA for awe I do hereby t,under tdie "8rs aatdpRtea its tdtatt a U;` e s Crete rr et s. { Date: Phone#: Official use on(y. Do not write if'this area,to be completed bt'city or tnavre officigL C�or Toww. ermi/).ice Issuing Authority(circle one): tar §.Plumbing Inspector 1:Board of Health 2..Building Department 3.Cityff own Clerk 4.Electrical Inspector PhoneContact Person: #: 6 Massachusetts Department of Public Safety ® Board of Building Regulations and Standards Construction Supervisor Restricted to: License: CS-102260 , Unrestricted-Buildings of any use group which contain Construction Supervisor less than 35,000 cubic feet(991 cubic meters)of J enclosed space. MICHAEL S MEAGHER JR. •� 97 EMERALD LANER,, tii ,-"� a.,r MARSTONS MILLS MA 02648 Expiration: Failure to possess a current edition of the Massachusetts Commissioner 11/06/2018 State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS Ulzn.�ia��rndnraeal��o�C%4laelaac�ccae� . Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only • TYPE:Individual before the expiration date. If found return to: Re Istrat!on Expiration Office of Consumer Affairs and Business Regulation r1:6293i3 04/26/2019 10 Perk Pla -Suite 5170 r r,=, Briton, 02116 MEAGHER CONSTRUCTION.IN,C: MICHAEL MEAGHER JRcjy" 776 MAIN STREET � �,j C OSTERVILLE,MA 02655 - r Undersecretary of valid without signature • t � i Town of Barnstable Regulatory Services R"ard V.&Wi,'.DirftWr Building Division Tmmaa PerryCB0 Bafftg ConuWs Jones . no Main.Street, HyaaWs,MA 02601 wwwJ*".barsatob.I*ma..as: Offtoe 5D&M24038 Far.548-79"2M Property Owner Must Complete and Sign This Section IfUsing A Builder 1 u a.S lY 4 ,as Qwnex of#he subfect property hereby authorizeR eq tot an mY behalf; -'in aIi matters relative to work authorized by#his bu din permit application;far: 0)x Cv (AddmSB ofbb): Omer Print Namd _ It Property fhvoer is apptyla�for permit;PWM complete the IlomeowaeA LAcen"EI gljmo%Fcrm im the inwecse side: G:lUsets\Decollid'tAppl7aialLAsallMicrosoR\Widows\Tempatary L�etnetF�eslGonie�.flutlook12FI0iDf�R1BXPRESS:doc Revised 040215 I i MA r'i�tT F,is T LE T i 11AI i CLERKiJ!a••.!ti•.�!+:.t3 � !�J�"rra ter..••. Town of Barnstable Planning & Development Dept. , �r•; L; Hyannis Main Street Waterfront Historic District Commission www.town,barnstable.ma,us/h yannismainstreet Decision —Certificate of Appropriateness Harborview Hotel Investors LLC d/b/a Bluewater Grille Restaurant/Hyannis Harbor Hotel 213 Ocean St., Hyannis The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District,hereby approves a Certificate of Appropriateness for the following property: . Property Address: 213 Ocean Street,Hyannis (existing building) Assessor's Map/Parcel: 326/035/OOA The public hearing on this application was opened on August 15,2018. After consideration of the testimony given and materials submitted by the applicant and members of the public, the Commission found the proposed design for the exterior renovations as outlined,will appropriately contribute to the historic character of the Hyannis Main Street Waterfront Historic District. The Commission considered the material, design, color, location, and context of the proposed renovations and found it to be appropriate for the protection and preservation of the district. Based on these findings,the Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. The application dated July 30, 2018, as presented for the addition for bathrooms located at the restaurant and pool area,new decking,roof,•white cedar shingles. 2. All trim to be painted white. Doors to be indigo blue to match existing structure/decking. 3. New retaining wall to be landscaped with shrubs similar to existing. i 4. The Applicant shall obtain any required permits from the Building Department. Present and voting in the affirmative to grant the certificate of appropriateness were: Betsy Young, John Alden, Marina Atsalis,David Dumont,and Tim Ferreira Opposed:None 21 Betsy Young,Chair Date Hyannis Main StreetMiferfront Historic District Commission cc: Applicant Building Commissioner File 1,Ann Quirk,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that P no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. 1 Ann Quirk,Town C erk Final Construction Control Document H v To be submitted at completion of construction by Registered Design Professional for work per the ninth edition of the tj N n Massachusetts State Building Code; 780 CMR,Section:5 . 00 cx+ Project Title:Proposed Restroom Addition,Hyannis Harbor Hotel Date:May 22,20 y W - o Property Address: 213 Ocean Street,Hyannis,MA Project: Check (x) one or both as applicable: New construction X Existing Construction X Project description:110 square foot addition to existing restaurant and restrooms..New addition is wood frame construction and consists.of two new accessible restrooms and decking to match existing construction.Permit Number B-18-3387, I,Wayne E.Mattson,P.'E., MA Registration Number:41546,Expiration date: 6/30/2020,am a registered design Professional and I have prepared or directly supervised the re aration of all design plans,computations and specifications concerning: Architectural Structural X Mechanical Fire Protection Electrical Other:Describe for the above-named project. 1, or my designee, have performed the necessary professional services and.was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as:part of the building,:permit and that I or my designee: : 1. Have reviewed,for conformance to':this code and the design:concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals mi 780 CMR Chapter 17,as applicable. i 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a mariner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or c , electronic signature and seal: WAYNE E. MATT N M1=CK NIC 1 O", t T .. Phone number: (508).295-0050 Email:wmattson@griffithandvary.com /014&0' - Building Official Use Only Building Official Name: Permit No.: Date: Version 0.1_01 2018 t Final Construction Control Document � a u To be submitted at completion of construction by a Registered Design Professional Y —4, for work per the ninth edition of the Massachusetts State Building Cade, 7$0 CMR ,Section uo Project Title:Proposed Restroom Addition,.Hyannis Harbor Hotel Date:May 22,201 ' 8 Property Address: 213 Ocean Street,Hyannis,MA ® ' ' Project: Check (x)one or both as applicable: New construction X Existing Construction X Project description: 110 square foot addition to existing restaurant and restrooms:New addition is wood frame construction and consists of two new accessible restrooms and decking to match.existing construction.Permit Number B-18-3387. I, Wayne E. Mattson,P.E.,MA Registration'Number:41546,Expiration date: 6 30 2020,am a registered desk ii professional,and I have prepared or directly supervised the preparation of all design plans;computations and i specifications concerning: Architectural Structural'_ 1Vlechanical . . X Fire Protection Electrical Other:Describe for the.above-name d project: I,.or,.nny.designee,`have performed the necessary professional services and was. present at the construction site on, regular.and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building pern-it and that I or my designee: 1. Have reviewed;for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the constriction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as.applicable. 3. Have been present at intervals appropriate to the stage of construction to become:generally familiar with' the progress and quality of the work and to'determine if.the work was performed in a ma:inner consistent with the construction documents and this code. Nothing m this document relieves the contractor of its:responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet': or. UTK o ` electroiuc signature and seal: . r WAYNE , MATTSON � EGHA 1 lSTE IO NAL. Phone number .(508) 295-0050 Email;wmatfi o6 ariffithandvary.cony : Building Official Use Only Building Official Frame: Permit No.: Date: } i Version 01 01 2018 i s Final Construction Control Document N To,be submitted at completion of construction by a . Registered Design Professional o a"a for work per the ninth.edition of the Massachusetts State Building Code, 780 CMR; Seetion 102. rv . co ze cn Project Title: Proposed Restroom Addition,Hyannis Harbor Hotel Date:May 22,201 00 Y Property Address:213 Ocean Street,Hyannis,MA Project: Check(x) one or both as applicable: New construction X Existing Construction X Project description:110 square foot addition to existing restaurant and restrooms.New addition is.wood frame construction and consists of two new accessible restrooms and decking to match existing construction. Permit:Number.B-18-3387. I,Robert . Bravo,P.E.;MA Registration Number:46657i Expiration date:6/30/2020,am a registered design professional,and I have:prepared or directly supervised the preparation of all design plans,computations and specifications concerning: �. Architectural Structural Mechanical Fire Protection X Electrical Othern Describe for the above-named project.,!,,:'or n1y designee, have performed the,necessary professional services sand was present at the construction site on a wgular.and periodicbasis..To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements'.of 780 CMR and the design documents approved as part of the building perm t.and that I or my designee: :. .. {,o 1. Have reviewed,for conformance to this.code and,the design concept,shop drawings,samples and other ' submittals by the contractor in accordance with the requirements of the construction documents: 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work-and to determine if the work.was performed in a manner consistent with the construction documents and this code: Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107, Enter in the space to the right a we or �� electionic.signature and seal. ROW C. ELE t'Fti 4f 6• i Phone`number: (508),105-0050 Email <rbravoQgriffithandvary:corn` . Building Of Use Only Building Official Name: Permit No.: Date: Version 01 01 20218 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional h f for work per the ninth edition of the , --� Y v Massachusetts State Building Code,780 CMR, Section; a 0. �n Project Title:Proposed Restroom Addition,Hyannis Harbor Hotel Date:May 24,20 9 m• s Property Address:213 Ocean Street,Hyannis,MACA w r CD Project: Check(x) one or both as applicable: New construction X Existing Construction X Project description:110 square foot addition to existing restaurant and restrooms. New addition is wood frame construction and consists of two new accessible restrooms and decking to match existing construction.Permit Number B-18-3387. I,Rick Fenuccio,MA Registration Number:7789,Expiration date:August 31,2019,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural X Structural X Mechanical Fire Protection Electrical Other:Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or electronic signature and seal: .�EStEd AXtC � I FEq,��rFCi . O No.7780EU q, .Yh �. Phone number: (508) 362-8382 Email:rick@capearchitects.com FUA0l1iHf'flRf, ���T110F 1h S�f i Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 I U �ul1� u� BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 5 April 2019 Robert McKechnie, Local Building Inspector Town of Barnstable- Building Department 200 Main Street Hyannis, MA 02601 RE: Submittal of Controlled Construction Report No. 2 Hyannis Harbor Hotel - Restrooms Addition 213 Ocean Street, Hyannis, MA 02601 Mr. McKechnie, Construction activities have been ongoing at the subject project since our last Controlled Construction Report No.1 . Two site visits have been made to inspect overall progress and compliance with construction drawings; one on 3/29/19 and a second on 4/5/19. Over this time the following activities have taken place: 1 . Rough frame of floor and deck, install of pressure treated wood retaining walls, and frame of walls and roof. Walls and roof have been sheathed with air barrier installed at walls and EPDM membrane installed at roof. 2. The exterior wall shingling started on 3/29 and was 80% complete on 4/5. Posts at roof for trim/screen support have been installed and flashed w/ EPDM flashing. 3. Door and window frames have been installed. Temporary construction doors have been installed. 4. Deck frame for ramp at side of new restrooms has been installed. Most frame hangers are either in place or installed. There are some remaining hangers and anchors to be installed. I All work completed to date has been done in a workmanlike manner and in accordance with the construction documents. I have attached progress photographs for your reference. If you have any questions, please feel free to contact our office at any time. Sincerely, Tom Swensson Project manager V � � I Hyannis Harbor Hotel - Restrooms Addition 5 April 2019 Construction Photos: }' ✓u �`ue � � a. lax 2 i k9,. t ,r New P.T. retaining wall and deck frame, Ocean St, side w New P.T. deck frame at women's restroom door 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 I WWW.CAPEARCHITECTS.COM Hyannis Harbor Hotel -Restrooms Addition 5 April 2019 4 T f i i 3 — v 41 S = k „ mm" yr New P.T. retaining wall and exterior partitio-is & roof from Ocean St. .'de v 63 P R 11 i e� r:x New P.T. deck, exterior partitions & roof frog pool side 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 W WW,CAPE.aR•�HITECTS,CON r — Hyannis Harbor Hotel -Restrooms Addition 5 April 2019 r- ca � f s" ,:. New sidewall shingles, roof from adjacent deck CC: Doug Cohen Newport Hotel Group) Rick Fenuccio (BLFR) Tim Meagher (Meagher Construction) Steve DesRoches (G&V Engineers) Jeff Lauzon (Town of Barnstable) Walter Araujo (G&V Engineers) 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM BROWN LIND-6QUIST FENUCCIO & RAB .ER ARCHITECTS, INC. 22 April 2019 Robert McKechnie, Local Building Inspector Town of Barnstable - Building Department 200 Main Street Hyannis, MA 02601 RE: Submittal of Controlled Construction Report No. 3 Hyannis Harbor Hotel -Restrooms Addition 213 Ocean Street, Hyannis, MA 02601 Mr. McKechnie, Construction activities have been ongoing at the subject project since our last Controlled Construction Report No.2. A site visit was made on 4/22/19 to inspect overall progress and compliance with construction drawings. Over this time the following activities have taken place: 1 . Most exterior finishes have been installed including side wall shingling, window and door frames with trim. Exterior doors and windows have not been installed. Roof fascia/screen on east side has been installed; north and west side screen is not complete. - 2. All exterior decking has been installed including accessible ramp with required handrails. 3. Interior finishes are 80% complete including floor, wall and ceiling finishes. Interior trim was in process of installation. 4. Rough electrical, mechanical and plumbing is 95% complete. Gas piping is incomplete, GC is waiting for gas utility co. to install meter. Expected install date is 4/25. 5. Finish electrical, mechanical and plumbing is expected to be complete 5/3. Engineers are scheduled to make a visit on that date to do their final punch list. 6. Fire protection systems were not apparent. However, architect followed up with GC and Cape Cod Alarm. Bill Fallon at Cape Cod Alarm confirmed all has been roughed and signed off by the Hyannis Fire Dept. 7. Interior finishes are 80% complete including floor, wall and ceiling finishes. Interior trim was in process of installation. 8. Planter at edge of new deck has not been installed. GC is constructing most of it in his shop. To be delivered to the site on week of 4/29. I Hyannis Harbor Hotel -Restrooms Adc°ition 22 April 2019 All work completed to date has been done in a Workmanlike manner and in accordance with the construction documents. I have attached progress photographs for your reference, If you have any questions, plecse feel free to contact our office at any time. Sincerely, Tom Swensson Project manager Construction Photos 3 E �y y Trim &fascia support from pool side 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW,�APEARCHITECTS,COM Hyannis Harbor Hotel - Restrooms Addition 22 April 2019 k. Accessible ramp at north side of restrooms w/ ha-idrails installed r a ✓ � ��r y � 3 t a _ z §§ �y Y ti wk Exterior finishes from Ocean St. side including fascia/screen at roof, cias pioina relocation waiting for utility co. to install meter 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM x s x �\ EAo ug lvgaw Xi a �bh� h ���11 � =v I M, E', 5 \ r .m `y f+q ice � • • • • • — • • • • • • • • '• •: • Hyannis Harbor Hotel - Restrooms Addition. 22 April 2019 Ok r z r ' a Q� z � w r e� ( i3 i i y. 813� r z� Typical ceiling exhaust fan CC: Doug Cohen Newport Hotel Group Rick Fenuccio BLFR Tim Meagher (Meagher Construction) Steve DesRoches (G&V Engineers) Jeff Lauzon (Town of Barnstable) Walter Araujo (G&V Engineers) 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM Mckechnie, Robert From: Mckechnie, Robert Sent: Thursday, February 28, 2019 4:22 PM To: 'Tom Swensson' Cc: Lauzon,Jeffrey Subject: RE: Hyannis Harbor Hotel -Accessibility at Hyannis Harbor Hotel Hi Tom, If the owner wishes to remove that ramp and use the access route shown, it would require a trip to the AAB for a variance. The suggested route violates several of the provisions of 521 CMR: Architectural Access Board. The accessible route, and the general provisions come to mind. Thankyouu, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: Tom Swensson [mailto:Tom@capearchitects.com] Sent: Wednesday, February 27, 2019 1:31 PM To: Mckechnie, Robert; Lauzon, Jeffrey Cc: Tim Meagher; Cohen, Douglas D.; Rick Fenuccio Subject: RE: Hyannis Harbor Hotel - Accessibility at Hyannis Harbor Hotel Bob, Please see attached memo regarding existing ramp at the Hyannis Harbor Hotel. Thanks. Tom Swensson Brown Lindquist Fenuccio & Raber Architects Inc. Yarmouthport Office: 203 Willow Street, Suite A, Yarmouthport, MA 02675 Tel: 508.362.8382 x-125 Plymouth Office: 93B Court Street, Unit 22, Plymouth, MA 02360-3824 Tel. 508-927-4127 tom( capearchitects.com www.cLipearchitects.com "like"us on facebook The information contained in this e-mail is confidential and privileged, intended for the sole use of the addressee. Unauthorized use, distribution,copying or disclosure of this information is prohibited. If you are not the addressee and have inadvertently received this communication, please contact the sender at(508)362-8382. Please consider the environment before printing this e-mail From:Tom Swensson Sent:Wednesday, February 27, 2019 9:27 AM Cc:Tim Meagher<tim@meagherinc.com>; Cohen, Douglas D. <dcohen@newporthotelgroup.com>; Rick Fenuccio Subject: Hyannis Harbor Hotel- Restroom Addition Please see attached field report for Hyannis Harbor Hotel—Restroom Addition. Tom Swensson Brown Lindquist Fenuccio & Raber Architects Inc. Yarmouthport Office: 203 Willow Street, Suite A, Yarmouthport, MA 02675 Plymouth Office: 93B Court Street, Unit 22, Plymouth, MA 02360-3824 Tel. 508-927-4127 9-1facebbok The information contained in this e-mail is confidential and privileged, intended for the sole use of the addressee. Unauthorized use, distribution, copying or disclosure of this information io pro hibhed, |f you are not the addressee and have inadvertently received this communication, p|maaeuonUao(theaenda/at(508)362-8382. Please consider the environment before printing this e-mail Ina ������' att� o�»r:rep|y�g ma � � 2 BROWN LINDQUIST FEN UCCIO & RABER ARCHITECTS, INC. Memorandum: Date: February 27, 2019 To: Robert McKechnie Building Inspector, Town of Barnstable Building Department - 200 Main Street Hyannis, MA 02601 Re. Hyannis Harbor Hotel 213Street' Hyannis, MA 02601 Bob, :I mentioned in my field report dated 2/25/19 that the Owner of the Hyannis Harbor Hotel would like to eliminate the unsightly existing ramp that is in front of the new handicap restroom addition. The Hotel installed an elevator near the Lobby entrance some time ago to provide handicap access to the lobby level. From the Lobby level one can then access the rest of the Terrace level, see attached plan. Given that this satisfies the accessibility requirement the ramp seems to be redundant.Would it be then acceptable to remove this outdated ramp? Please let us know and call if you have any questions. Respectfully; Tom Swensson, BLF&R Architects Cc; Jeff Lauzon, Town of Barnstable Bldg. Dept. Tim Meagher, Meagher Construction Doug:Cohen, Owner-Newport Hotel Group Rick Fenuccio,:BLFR Architects ROOM FINISH SCHEDULE.. .. RESTROOM TILE SPEC, WPLLS CRO55LLE V ST E V5 IOGOa UPE R I'KN.VS IW ALD .. .. .. .. .-.. .. .. .. .. .. RONG. RE5 C ROOM FLOOR .. NOT. REMARKS FLOOR a DIAL.w WSror TO'BE 1z 2 . SWAM EASE WESI .. .. .. -. fAP TO BE 5W2 . - 9A•E NOT TW WARpwOOp NDT[Np.I Npr!NO,I NpTE NO.I NOFE NO.I y Gw6 ON 43 STRAPRNG I IL' BASE L.1E EES BELOW O.L-PTD u✓pG.PKULpNG 51!rW NARpuOGV NOTE ND.I - NOTE NO. I A'GWID ON 49 STRAPRNG I li' 5 E FLOOR PLAN FOR TILE PATTERN ..•- .. .... .. .I I O.L-PTIP wI CLG.I'WLDING V /- GRgrt�LATORETE aBq nU41RroIT NpLL 9EE NOrFS BELOW FYIrE MJ NO,E W a A•TW w.RDw°OD xpTE Np, tffirE NO.I NOTE .I NOTE M).I ly 4N6 O.Y 45 9TRAPRNG I li' n N nUn MpM.()INT9 RFLEP,ION 9EE NOTES BELOW ..O.L-PTD wI CtG.MXLDING NOFE ND.'I NOTE NO.I I —E NO. ... .. .. PAINT SPEC• .. _ ry .. BUNBRIES SEE'NOFES BELOW .. I Fi'GMB ON b3 9TRAPPII. li' OC-PT 5-BEN.nCVRE HD-B CER TLE SEE NOTE SEE REST. SEE RESTn BEER ly Gw6 ON 4B STRAPRM:II IL' Tp1PE�a-EXIST TRIM a LOOR .. _ _ Q z HL TpLET BEId NOTES NOTES B ELDw O.L PTD u✓Gb.Ig1LDING NG•BEN,nWRE WO aI MNDW[STER TAN 4 MITES e B °PEKE —PET-SEE SPECS. NO, uOFE .'I NOTE ND.I NOTEI QS}ACOUSTIUL CEILING . ° TLE SEE SPECS .... ... FIA V VINrL HALL roVERING -. .. w ' NC uFT' WCOD FL CPaL BLnB ... R.-PTD' G.w.B.PTD c.w—PT, ciLB.-rrD �U R SPECIFICATION I O 87 .... .. x'...PRODUCT. N[NrUCRr PLroR9 - - .... .. .. .. .. .. =1LIA OAKN C T AND ALTE ING RNAT GATTlRN' _ -.. '• ,. '• - . G� • ED EDGE NEVERAL NXEI.— .BT IIOBOK L.00RS G an-5Yi wI— . ' FINISN1 I—RY PRE-FIMSW(FINISH.T.B.D.) N .. .. NOTE,ul CRAFTMASTER ER BT�GE)ON lY GJN.B.((TAPE a SAND ALL LLED \PROVIDE u✓DEAD B°L J/ R FULL RE Droll i a . n)ON UPPER w1LL ARP!- BEAD BD. .. .. .. AN—ur/-1 RAIL pl E DETAILS MALL AREA (ME DETAILS vIEET Az,1) - N .. .. .. .. .. ABOVE .. — DN. :r:5. A._r a.r .. "p+a"`eLe°SILL .. 5 Q VI . O a0 W I ulAAr .. ... .. As.l ] FR¢ HOOD FLroR .. b =W W W m I AO .. .SEE NOTE THIS SHEET I.. C C � L <OR N N V ' �_ I I I ,1 0 cb y 3 _ EyJ ��( 1 t,7 .. :. .... .. ..NOTE, ...: : .. 5'-O .. ..:ELEVF 1036� .. SEE NOrf L�BOJ` .A50 r .wry - m O z f/') .. PROV DE 3•i'FIBfRGLAAS SOUND.BA_ U .. .. ' S MALL INTER p2.PnRTITKN� NEW OFFICE w •_SY• ;. II \ �m�s - .' "'WIK.• �l F-Q U Z .. N L00W M NS27' . F gyp.-, ./5'i• gym" "L / O 7 § p I/ fNc // d ... _ _. L ENDDSCAPE - -/ ' - C,� ~ /o `;; _ .. .. O NE — _ / q( .. :. mrtioc' SLAB. SBEAMG .... .. O- ` A ON � !H'I� �DRDRaTE EN KT 3.E NEw BLDES WITH p 5 Ep PMENr E y I ST / $ R w/5TONF E R 9EP5 SEE ET.T/M9 P'UN � Y<•PROPOSED" vifMETALPIHWEo o cuRB AL._ FLOOR PLAN /7 / SEE DETAILS ENTRANCE / RHO• '9¢°N!O a PAmm DA EISSUER 67 DO HANDICAP LIFT RENSONR HANDICAP LIFT INSTALLED IN 2007 �aT N N� EL F BA TERM BADNDP EASED E �Q FLaBRS PAN ,,I1D V. K`� PRDDLtr, WIXRT AND D -ALTERNATI-PATTERN ID AMP DEDICATED CIRNR REQUIRED. ME F A SI`ECTKN BY_S°RTF T*BE I�v�WTO nCPbTRUCT ONLY _ .E.PLAT GATE A UPPER SST.BY w wre. S 5—M STAMPED DRAwI DBE PROVIDED. I'1FGpRFP.•'S.Say'OiI FM 9ANp i THREE COAT5 URE,WINE NOrf NO a \ �1 FINS SPOSD FIRST FLOOR PLAN fMAVIN aN BCO-=K�6-0a. IMNG NO. .DDA DNv D PPE s Ton ROTADRANr SP ICITCNeN. ou io . .. .. — LS TO.MFR. ECS .. . MDICATES NEw WALL CpGTRU �i - - 0 INDN:ATE9 IX.WALLS TO.—IN F�1 l .0 L I .. .: -IXISTG POOL .. DECK , f .. .., .... .. . ROOM BLOCK EX15TG POOL '; ISTG POOL .. ,....... ___ _9 . I ._.... __ II IX.RESTRMS EX.COVERED OUTSIDE I I _ t t l WALK .... .y I .' 'I EX, CNEN. t II NEW RAMP Y r--- __n .. r- -� LEVELS N DECK IXISTG HOTEL ----h EXISTG PLAZA I` IX.COVERED i ETIEE LOBBT r_,, II I RESTAURANT 1 II IX,CUT$IDE DININ4 II �.." NEW NC. . I //77 ® I p II II II DECK II II II RE5TROOMS t DECK, 'EX15TG LIFT ® ® II II II II II II .5F .. I F______________ ------------------------------------ 8 0 EISTG.SIDEWALK HOTEL HANDICAP ACCESS PLAN ULL1LJl1j� L1lJ BROWN LINDQUIST FENUCCIO & RARER ARCHITECTS, INC. 25 February 2019 Robert McKechnie, Local Building Inspector Town of Barnstable - Building Department 200 Main Street Hyannis, MA 02601 RE: Submittal of Controlled Construction Report No. 1 Hyannis Harbor Hotel -Restrooms Addition 213 Ocean Street, Hyannis, MA 0 62 O1 Mr. McKechnie, Upon receipt of the Building Permit construction has commenced at the above- mentioned project. Meagher Construction (GC) is the permit holder. Newport Hotel Group is the Owner. The following activities have taken place: 1 . The area of the proposed construction has been cleared and footings have been placed. The footings are 36" 0 'bigfoot' spread footings with 10" O concrete piers in lieu of footings and sonotubes as shown on drawinbs. The substitution was approved by the architect's office prior to install. 2. Natural Grid gas has been to the site and discussed required changes to the gas service and meter located next to the proposed work. Gas company is requiring the service and meter to be relocated away from the building. Contractor has made disconnects and temporary capping required. 3. Landing at existing ramp has been removed for access to the construction area. Handicap access to;the restaurant level and adjoining spaces is provided by an elevator at street level next to the main hotel lobby. The unsightly wooden ramp in front of the proposed restrooms is redundant and the owner would like to eliminate it. BLFR will address this with the building - department. 4. Some framing lumber and materials are on site. BLFR will be conducting job site visits on a regular basis during the COMPIV`10 construction at appropriate times to monitor work in progr the construction documents. All work completed to date has been done in a workmanlike manner and in accordance with the construction documents. I have attached progress photographs for your reference. I E :E Ad L Z 83J 61OZ 319VISNOB JO U01 Hyannis Harbor Hotel - Restrooms Addition 25 February 2019 If you have any questions, please feel free to contact our office at any time. Sincerely, Tom Swensson Project manager CC: Doug Cohen Newport Hotel Group) Rick Fenuccio BLFR Tim Meagher (Meagher Construction) Steve DesRoches (G&V Engineers) Jeff Lauzon (Town of Barnstable) Walter Araujo (G&V Engineers Construction Photos M t Ma a� v r1 0 K y, Overall view of footings and clearing 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WW W,CAPEARCHITE CTS,COM Hyannis Harbor Hotel -Restrooms Addition .25 February 2019 f 161 99 4 N / 4�3Y• FYI,. u sa' View of footings and clearing at existing restroom wall d' e Footings and clearing at front (street) decking 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS,COM Hyannis Harbor Hotel - Restrooms Addition 25 February 2019 y:P �H. View of existing gas piping to be relocated f Y Y S d s. View of existing ramp- north side landina removed 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 I WWW.CAPEARCHITECTS.COM Initial Construction Control Document �s _ To be submitted with the building permit application by a W Registered Design Professional W` for work per the ninth edition of the M Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Proposed Restroom Addition, Hyannis Harbor Hotel Date: December 21, 2018 Property Address: 213 Ocean Street, Hyannis, MA Project: Check(x) one or both as applicable: New construction X Existing Construction X Project description: 110 square foot addition to existing restaurant and restrooms.New addition is wood frame construction and consists of two new accessible restrooms and decking to match existing construction. I,Rick Fenuccio,MA Registration Number:7789 Expiration date: August 31,2019,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet.the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code. and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Construction Control Document'. tE D AR Enter in the space to the right a"wet" or `'`yePu�� 'Fo, electronic signature and seal: o N, No. Phone number: ( 1 508 362-8382 Email:rick @capearchitects.com % 7789 . ` p a YAFi610U17dP.dRi,4�Jy � H OF Building Official Use Only Building Official Name: Permit No.: Date: �- Note 1. Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is . chosen,provide a description. Version 01 01 2018+ ' I FIRE PROTECTION SYSTEMS k n , t, p ortable fire exting g g uisher, the,mounting height of the s stems"do this by promptly notifying the occupants $` . y extinguisher must be commensurate with its weight. of the building of an emergency, which increases the so that it may be easily retrieved by anyone from its time available for evacuation. Similarly, when fire ., mounting location and placed into use. alarm systems are supervised, the fire department will be promptly notified and its response time relatives { a [F] 906.9.2 Extinguishers weighing more than 40 pounds.. : to the onset of the fire will be reduced. _ Hand-held portable fire extinguishers having a gross weight Automatic smoke detection systems are required exceeding 40 pounds (18 kg) shall be installed so that their l tops are not more than 3.5 feet(1067 mm)above the floor. under certain conditions to increase the likelihood that a fire is detected and occupants,are given an •:•See the commentary to Section 906.9.1. early warning. The detection system is a system of [F]906.9.3 Floor clearance.The clearance between the floor devices and associated hardware that activates the, and the bottom of installed hand-held portable fire: extin- alarm system.The automatic detecting devices are to • ." $ guishers shall be not less than 4 inches(102 trim). be smoke detectors, unless a condition. exists that calls for the use of"a different type.of detector.. A ' +I•The clearance between the floor and the bottom of installed hand-held extinguishers must not be less [F], 907.1.1 Construction documents. Construction rlocu than 4 inches(102 men)to facilitate cleaning beneath' ments`for fire alarm systems shall be of sufficient clarity to indicate the location,nature and extent of the.work proposed the unit and refluce the likelihood of the extinguisher and-show in detail that it will conform to the provisions of f becoming dislodged during cleaning operations (floor this. code,, the International.Fire Code and relevant laws mopp g in , sweeping, etc.).. ordinances, rules and;regulations, asAetermined by the fire d 414 [F].906:10 Wheeled units. Wheeled fire extinguishers shall, code official. i be conspicuously.located in a designated location. o•Construction documents for fire alarm systems must Wheeled fire extinguishers consist of a large-capacity be submitted for review to determine compliance with F°� (up to: several hundred pounds of agent) fire extin- the code,the IFC and NFPA 72:All of the information - guisher assembly (either stored pressure or Ares- required by this section may not be available.during' g l sure-transfer type) equipped with a carriage and the design-stage and initial permit process. Later sub wheels and discharge hose. They are constructed so mission of more detailed shop drawings may be that one able-bodied person could move the,unit to required in accordance with Section 907.1.2. These''x x the fire area and begin extinguishment unassisted. provisions are intended to reflect the minimum-scope Wheeled fire extinguishers are capable of delivering of information needed to determine code compliance k greater flow rates and stream range for various extin- When the work can be briefly described on the apple guishing agents than hand-held ,portable fire extin- cation form, the fire code official may utilize judgment guishers. Wheeled fire ;extinguishers are generally. in determining the need for more detailed dotuments. 7= to t3&t k more effective in high-hazard areas and, as with any [F] 907.12 Fire alarm shop drawings. Shop drawings for'a extinguisher, must be readily available and stored in fire alarm systems shall be submitted for review and.approval ; an approved location. The.wheeled fire extinguisher prior to system installation,and shall.include,;but not be hm � should be located a safe distance from the hazard ited to, all of the following where applicable. to the system ; area so that it will not become;involved in the fire Or being installed; I access to it compromised by a fire. These units are typically found at_airport fueling "ramps, refineries, 1. A floor plan that indicates the use of`all,rooms. v� bulk plants and similar locations where high-chal:- 2. Locations of alarm-initiating devices.. lenge fires may be encountered. The extinguishing 1 3. Locations of alarm notification"appliances, including t agents available in wheeled units include carbon candela=satin s for visible alarm notification apph- dioxide,,dry chemical,dry powder and,foam.. g ances. _ 4. .Design minimum.audibility level for occupant notifi °_' SECTION 001 cation. t' ' FIRE ALARM AND DETEGTIOWSYSTEMS 5. Location of fire alarm control unit,':transponders and s [F] 9071 General. This section covers the application,.: notification power,supplies. installation,performance,,and maintenance of fire alarm sys- :6. Annunciators. terns"and their components. 7. Fire alarm systems in new buildings, which typically 'Power connection.; include manual fire alarm systems and automatic 8, Battery calculations. A'a smoke detection systems, must be installed in accor- 9. Conductor type and sizes. dance with Section 907 and NFPA 72. Fire alarm sys- 10. Voltage drop calculations. ' tems in existing buildings are regulated by Chapter ` 11 of the IFC. 11. Manufacturers data sheets indicating model nurnbers Manual.fire alarm systems are installed in buildings and.listing information for equipment, devices and 1. to limit fire casualties and property losses. Fire alarm materials. 9-56 n15 INTERNATIONAL.BUILDING CODE,COMMENTARY'_ i �I t FIRE PROTECTION SYSTEMS �r F � 2 <petails of.ceiling height and construction. Laboratories will test for component compatibility either by actual testing or by reviewing the ':circuit 3r The interface'of fire safety control functions. parameters of both the detector and the.FACP; Gen- �Glassification of the supervising station. erally, if both the two-wire detector and the FACP are. �14 of the same brand there should not be a compatibility - problem.:Nevertheless, the fire code official must be .,Since the fire protection contractor(s) may not have < _ been seiected'at the time a'permit is issued for con- satisfied that the; components are listed as being_ �= strucfion of a building, detailed shop tlrawings for fire 'compatible. Failure to 'comply with the compatibility t alarm systems may, not be available. Because they requirements of NFPA 72 can.Lead tosystem' mal- provide the information necessary determine code {unction or failure at a critical time. compliance, as specified in this section,theyYmusi be I ;�0. [F]9.07.2 Whef required—new buildings aud'structures `x t submitted and approved' by the fire code off.icial An approved fire"alarm system installed in accordance with E before the contractor can begin installing the-system: the provisions of this code and NFPA 72 shall be provided:.in w. ° . j907.1.3 Equipment. Systems and components shall be new buildings and strictures in accordance with Sections 'lied`-and approved for the purpose for which they .are 9072.1 through 907.2.23 and provide occupant notification called. in accordance with Section 907.5,.unless other requirements t; components of the fire alarm system must be are provided by another secti on of this code. The <_ approved for use in the planned system. NFPA 72 Not fewer than one manual fire alarm box shall be!nations of devices, ali- pro- pp vided in an approved location to initiate a fire alarm. signal requires all devices, comb E, antes and-equipment to be labeled for their proposed for fire alarm.systems employing automatic fire detectors or, " use. The testing agency will test the components for waterflow detection devices. Where other sections of this use in various types of systems and stipulate the use code allow elimination of fire alarm boxes due to sprinklers,,a ` single fire alarm box shall be installed.. of the component on the label. Evidence of listing and labeling of the system components must be submit- Exceptions:. i fed with the shop drawings. In some instances, the 1. The manual fire alarm box is not required for fire. entire"`system.may be labeled. least one major testing agency,; Underwriters alarm systems dedicated to elevator recall control; Laboratories, Inc. (UL), has a p.ro�gram in which alarm and:supervisory service'. Installation and service companies are'issued a certif 2• The manual fire alarm box is not required for Group �icate and become listed by the agency as being:qual- R-2 occupancies .unless required by the fire code, (fled to design, install and maintain local, auxiliary, official to provide a means for fire:watch personnel "remote station,or proprietary fire'alarm systems. The: to initiate an alarm: a sprinkler system:impair Iisted companies may then issue a certificate how ment event.,,.Where provided, the manual fire alarm: d Omg that the system is in.compliance with Section 907.. box;shall not be located in an area that is accessible l company y to,the public. L Terms of the tom an certification b UL include the `company being responsible for keeping.accurate sys t documentation, including as-built record draw- ❖This section specifics the occupancies or conditions �tIngs, acceptance test records and complete °in new buildings or structures that require some form. maintenance records on a given system. The corn- of fire alarm system which is either a manual fire pany is also responsible for the required periodic alarm system (manual fire alarm boxes) or an auto- l- r Inspection and testing of the system under contract matic smoke detection system. Thepe systems must; l: = ,P�'with the owner. A similar.program has been available upon activation, provide occupant notification .` for many years for central station alarm service;. throughout the area protected by the system unless i t *whereas the .UL pro.gram is relatively new to the other alternative provisions are allowed by this sec- r industry. Even though this company and system list= tion. Ang program is not required by the code or NFPA 72, Manual fire alarm systems must be installed in.cer- itIC.can be. a:valuable tool for the fire code official in: fain occupancies depending on the number of occur "determining compliance with the referenced stars- pants, capabilities of the occupants and height of the; lard. building,�An automatic,smoke detection system must „3 v, Another issue that must be considered is the corn- be installed in those occupancies and conditions , tibihty of the system components as required by where the need-to detect the fire is essential to evae- a "NFPA 72. The labeling of system components dis- nation or protection of the occupants. The require- ��cussed above should include any compatibility ments for automatic smoke detection are generally b Y restrictions for components. Compatibility is primarily based on the evacuation needs of the occupants and an issue of the ability of smoke detectors and "fire whether,the,occupancy includes sleeping accommo t ,alarm control panels (FACPs) to'function`Properly dations.. L when interconnected;and affects the two-wire type of Fire alarm systems must be`installed in accordance "' which obtain their operating power with.'the code and NFPA 72. NFPA Z2 identifies the XV smoke detectors, ii over the same.pair of wires used to transmit signals minimum performance, location, mounting, testing I t uits). and maintenance require ents for othe FACP{the control unit initiating device.circm fire alarm sys- t 9 57 ZQI5INTERN.ATIONAL BUILDING CODE®COMMENTARY a I J SCOPE AND ADMINISTRATION have been abandoned 180 days after the date of filing, [A] 106.2 Construction documents. Construction docu- unless such application has been pursued in good faith or a ments shall be in accordance with Sections 106.2.1 through permit has been issued; except that the code official is 106.2.5. authorized to grant one or more extensions of time for [A] 106.2.1 Construction documents.Construction doc- additional periods not exceeding 90 days each.The exten- uments shall be dimensioned and drawn upon suitable Sion shall be requested in writing and justifiable cause material. Electronic media documents are permitted to be demonstrated. submitted where approved by the code official. Construc- [A] 105.4 Validity of permit.The issuance or granting of a tion documents shall be of sufficient clarity.to indicate the permit shall not be construed to be a permit for, or an location,nature and extent of the work proposed and show approval of, any violation of any of the provisions of this in detail that it will conform to the provisions of this code code or of any other ordinance of the jurisdiction. Permits and relevant laws, ordinances, rules and regulations, as presuming to give authority to violate or cagpel the provi- determined by the code official. The work areas shall be sions of this code or other ordinances of the jurisdiction shall shown. not be valid. The issuance of a permit based on construction [A J -..22 T:" ] 106 Fr re`protection systems) shop drawings.'t documents and other data shall not prevent the code official Shop drawings for the fire protection system(s) shall be from requiring the correction of errors in the construction submitted to indicate conformance with this code and the documents and other data. The code official is authorized to construction documelts and shall be approved prior to the prevent occupancy or use of a structure where in violation of start of system installation. Shop drawings shall contain this code or ofany other ordinances of this jurisdiction. information as required by the referenced installation stan- [A] 105.5 Expiration. Every permit issued shall become dards in Chapter 9 of the International Building Code. fi invalid unless the work on the site authorized by such permit [A]106.2.3 Means of egress.The construction documents is commenced within 180 days after its issuance, or if the for Alterations—Level 2,Alterations—Level 3, additions work authorized on the site by such permit is suspended or and changes of occupancy shall show in sufficient detail abandoned for a period of 180 days after the time the work is the location, construction, size and character of all por- commenced. The code official is authorized to grant,in writ- tions of the means of egress in compliance with the provi- ing,one or more extensions of time for periods not more than sions of this code. The construction documents shall 180 days each. The extension shall be requested in writing designate the number of occupants to be accommodated in and justifiable cause demonstrated. every work area of every floor and in all affected rooms [A] 105.6 Suspension or revocation. The code official is and spaces. authorized to suspend or revoke a permit issued under the [A] 106.2.4 Exterior wail envelope. Construction docu- provisions of this code wherever the permit is issued in error ments for work affecting the exterior wall envelope shall - or on the basis of incorrect, inaccurate, or incomplete infor- describe the exterior wall envelope in sufficient detail,,lo oration or in violation of any ordinance or regulation or any determine compliance with this code. The construction of the provisions of this code. documents shall provide details of the exterior wall enve- _. [A]105.7 Placement of permit.The building permit or copy lope as required, including windows, doors, flashing, shall be kept on the site of the work until the completion of intersections with dissimilar materials, corners, end the project. details,control joints,intersections at roof,eaves,or para- pets, means of drainage, water-resistive membrane, and details around openings. SECTION 106 The construction documents shall include manufac- CONSTRUCTION DOCUMENTS turer's installation instructions that provide supporting [A] 106.1 General. Submittal documents consisting of con- documentation that the proposed penetration and opening struction documents,special inspection and structural obser- details described in the construction documents maintain A. vation programs, investigation and evaluation reports, and the wind and weather resistance of the exterior wall enve- other data shall be submitted in two or more sets with each lope. The supporting documentation shall fully describe = application for a permit.The construction documents shall be the exterior wall system that was tested,where applicable, prepared by a registered design professional where.,required as well as the test procedure used. by the statutes,of the jurisdiction in which the project is`to be [A] 106.2.5 Site plan. The construction documents sub- constructed.Where special conditions exist,the code official mitted with the application for permit shall be accompa- is authorized to require additional construction documents to nied by a site plan showing to scale the size and location be prepared by a registered design professional.. of new construction and existing structures on the site,dis- Exception: The code official is authorized to waive the tances from lot lines,the established street grades,and the submission of construction documents and other data not proposed finished grades; and it shall be drawn in accor- l required to be prepared by a registered design professional dance with an accurate boundary line survey. In the case if it is found that the nature of the work applied for is such of demolition, the site plan shall show construction to be =J' that reviewing of construction documents is not necessary demolished and the location and size of existing structures to obtain compliance with this code. and construction that are to remain on the site or plot.The 2015 INTERNATIONAL EXISTING BUILDING CODE® 5 j!M Y. Town of Barnstable Buildin ., e ' S F " r - % to post' is CardZSoThatrt;is1/is�bleFrom tfieStreet,,Ap ;roved Pla -5, ns:Must'beRetamed'ton Job andthis,Card MuSf be:Kept r QA7tAi$r'ACtL�, ' ', "'-, .- Permit ,, `"srF a t., r,.M" Posted UntilFinai Inspection Has Been Ma e j 1639. ' :. ° Where a Certificate of Occupancy is Required,auch Bualdmg shall Notbe Occupied..until a Final Inspection has�been made ., , . Permit No. B-18-593 Applicant Name: JOHN C SPRING Approvals Date Issued: 04/05/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 10/05/2018 Foundation: Location: 213 COMMON AREAS OCEAN STREET, HYANNIS Map/Lot �326 035 OOA Zoning District: Sheathing: Owner on Record: HARBORVIEW HOTEL INVESTORS LLC Contractor Name: , JOHN C SPRING Framing: 1 k Address: 28 JACOME WAY Contractor License; CS 099577 2 MIDDLETOWN, RI 02842 Est Project Cost: $4,000.00 Chimney: 111 Description: DOOR REPLACEMENT-8 DOORS IN OLD HOTEL(EXTERIOR) ROOMS Permit Fee: $ 160.00 133-140 Insulation: Fee Paid $ 160.00 i Final: Project Review Req: Date 4/5/2018 Plumbing/Gas Rough Plumbing: I Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized bjfl is permit is commenced within six months aftef issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents;for Which th s permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by xlawsand codes. ad�and This permit shall be displayed in a location clearly visible from access street§or�ro shall be maintained open for publics sn pection for the entire duration of the Final Gas: work until the completion of the same. F E Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are pr6 sled on this,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Ins Rough: Inspection � . . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: A-r-L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 5 Map Parcel_ 8Ul Application # 12 Health Division �� � DEP7' Date Issued Conservation Division FEB 2 7 2018 Application Fe Planning Dept.. r®VVN OF8A Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address :243 Village Owner Yo 7�bag_,,- �/ " Address cQ?, an4tR / TelephoneD/ Permit Request � �� � � � � ,77 A _,•- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name o�,+ c, L, L—�.��r> � Telephone Number Address�,� � .��,v�S ,,� �License# �'�- a95S �1 Home Improvement Contractor# Email C6w Worker's Compensation # ALL CONSTRUCTION D BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE I DATE v� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED ';. MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL y GAS: ROUGH FINAL FINAL BUILDING k; 'r DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents UW Office of Investigations ' 600 Washington Street - Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ,Ir AJ Address: 61f „A?-,5 '-- City/State/Zip• i ' G ,7 Phone#: 0 Are you as employer?Check the appropriate bog: Type of project(required): 1.El am a employer with 4. ❑ I am a general contractor and I employees(&U and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.V I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• � 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ g P ' i myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§l(4),and we have no employees.[No workers' 13•❑Ot1er J comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi de t e pains and penalties of perjury that the information provided above is true and correct. Signafore: Date: Z Phone#: — Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: 12 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax number- The,Commonwealth of Massachusetts I1gPMtment of Industrial.Accidents Office of Investigations 600 Washington meet Brostvn,MA 02111 Tel,4 617-7274900 ext 406 or 1-877-MASSAFF, Fax#617-727-7749 Revised 4-24-07 www.m=.gov#dla Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constrgtti6i4-1`iSp rvisor ' fJ, CS-099577 j tI �j ires: 12/13/2019 JOHN C SPRINGq aiMt P.O.BOX 2504- HYANNIS MA 02601 Commissioner V"'r "• McCall, Donald S. Subject: FW: Hyannis Harbor Hotel From:McCall, Donald S. Sent: Monday, February 26,2018 4:04 PM To:'springconstruction@gmail.com'<springconstruction@gmailcom> Subject: Hyannis Harbor Hotel To whom it may concern John Spring Construction has our permission to install 8 replacement doors at the:Hyannis Harbor Hotel, 213 Ocean Street. Should you have any question I can be reached on my cell phone at 401662-2540. Thank you, _. Don Mc II,CFO _. Ne ort Hotel Group 1 I REGULATORY AGREEMENT HARBORVIEW HOTEL INVESTORS, LLC and NOMINEE 213 OCEAN STREET, HYANNIS, MA 02601 This regulatory agreement ("Agreement") is entered into by rand between the Developers, Harborview Hotel Investors, LLC and HHH Ocean Street, LLC, ("Developer") and the Town of Barnstable ("Town"), a municipal corporation, on this .4if day of tge•y,�-2014, pursuant to Section 240-24.1 of the Barnstable Zoning Ordinance and Chapter 168 of the Barnstable Code; WITNESS: WHEREAS, this Agreement shall establish the following: permitted uses, density, and traffic within the Development, the duration of the Agreement, and any other terms or conditions mutually agreed upon between the Developer and the Town; and WHEREAS, the Developer owns the property at 213 Ocean Street including parking areas, Hyannis, MA, consisting of 3.8 acres, shown on Barnstable Assessor's Map 326 as Parcel 035, title to which is recorded in Barnstable County Registry of Deeds Book 15837 Page 190; and is the named buyer in a Purchase and Sale agreement dated October 31, 2013, for the property at 24 Nantucket Street, Hyannis, MA, consisting of .18 acres, which is shown Barnstable Assessors' Map 326 as Parcel 33. Collectively, the two parcels are referred to herein as the Property; for purposes of this Regulatory Agreement, the "Property" does not include the existing hotel and its operations currently located at 213 Ocean Street but does include all site parking; the Developer desires to develop the Property pursuant to this Regulatory Agreement; and WHEREAS the Development will not require regulatory review under the Massachusetts Environmental Policy Act (MEPA) or the Cape Cod Commission Act; and WHEREAS the Developer has made application to the Planning Board pursuant to Chapter 168 of the Barnstable Code; and WHEREAS the Development is located in the Hyannis Growth Incentive Zone (GIZ) as approved by the Cape Cod Commission by decision dated April 6, 2006, as authorized by Barnstable County Ordinance 2005-13, Chapter G, Growth Incentive Zone Regulations of the Cape Cod Commission Regulations of General Application; and WHEREAS the Development is not subject to review by the Cape Cod Commission as a Development of Regional Impact due to its location in the GIZ and due to the adoption of Barnstable County Ordinance 2006-06 establishing a cumulative development threshold within the GIZ, under which this development may proceed and the Developer has submitted a Jurisdictional Determination to the Town of Barnstable Building Department to confirm the same; and r WHEREAS, the Property is currently developed with 69.7% impervious lot coverage; the Development will redevelop a portion of the Property currently used for parking; proposed impervious lot coverage is 78.9%. These figures also include the building footprints to account for the Nantucket Street lot; and WHEREAS, through the Regulatory Agreement process, including review of application materials, supplemental information submitted; discussions with the Town Manager and public testimony, impacts have been identified. These are: impacts to an already overloaded parking system in and adjacent to the Hyannis Harbor area; increased use of inadequate water delivery infrastructure on Ocean Street; and increased use of Bay Street by hotel clients; and WHEREAS, the Town is authorized to enter into this Regulatory Agreement pursuant to Chapters 168 of the Barnstable Code; and WHEREAS the Developer will require zoning relief from certain provisions of Chapter 240 to allow individual kitchen facilities in hotel rooms, minimum parking, building story requirements, front, rear and side yard setbacks and maximum lot coverage all as further defined in condition number 1(b) below; and WHEREAS, the Developer will require relief from Chapter 112, Article III regarding a certificate of appropriateness; and WHEREAS, the Town and Developer desire to set forth in this Agreement their respective understandings and agreements with regard to the development of the Property; and WHEREAS, the Developer is willing to commit itself to the development of the Property substantially in accordance with this Agreement; the Developer desires to have a reasonable amount of flexibility to complete the Development and therefore considers this Agreement to be in its best interests; and WHEREAS this Agreement shall vest la nd use development rights in the Property for the duration of the executed Agreement, and such rights shall not be.subject to subsequent changes in local development ordinances, with the exception of necessary changes to protect the public health, safety, or welfare; NOW THEREFORE, in consideration of the agreements and covenants set forth . hereinafter, and with other good and valuable consideration, the receipt and sufficiency of which each of the parties hereby acknowledge to the other, the Developer and the Town do enter into this Agreement, and hereby agree to covenant as to the following provisions: 1. The Developer proposes to redevelop the Property as follows: a. The Developer seeks a Regulatory Agreement to develop the property for the construction and operation of a new, freestanding, four (4) story hotel operating year- round for transient guests with up to sixty-eight (68) total guest rooms, each containing its own kitchen facility and approximately 350 square feet in size. The new hotel building is 33,795 square feet in total. In addition to the 68 rooms, the Hotel will also contain a fitness center and lobby for use by Hotel guests only. The Developer is Harborview Hotel Investors, LLC and HHH Ocean Street LLC. The property is addressed as 213 Ocean Street, Hyannis, MA, located in the Harbor District (HD) and is shown on Assessor's Map 326 as Parcels 035 and 24 Nantucket Street, Hyannis, MA" located in the Harbor District (HD) and is shown on Assessor's Map 326 Parcel 033. Parking location for the new proposed hotel building will be located at the parking lot of the existing hotel building (which is not subject to the Regulatory Agreement) located at 213 Ocean Street and 24 Nantucket Street. The total area of the.property(s) subject to the Application is approximately 3.98 acres. b. The Regulatory Agreement seeks waivers from the Barnstable Zoning Ordinances, and other ordinances of the Code of the Town of Barnstable, specifically in reference to the following sections: i. Section 240-24.1.7 A Harbor District 1 Permitted Uses Hotel o Developer seeks waiver to allow hotel rooms with "individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk and other requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 ft) where only 2.5 stories are permitted) ,front, rear, and side-yard setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% requirement). iii. Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape requirements for parking lots. B. (1) (2) (3); Section 240-56 Schedule of Off- Street Parking Requirements. o Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 10% and the waiver of the number of required trees. Parking lot landscaping (10% of the entire site or 6,082 sq. ft.); Proposed is 4,898 sq. ft. Parking lot trees required (Parking lot of 177 spaces) 36 trees; Proposed 7. o Developer seeks waiver of parking-lot line to lot line (waiver of 6-foot minimum, where existing hotel has 0 lot line setback at some locations) o Parking required is 1.2 spaces per unit (245) plus (1) for each employee in largest shift (12), or 258. Developer provides 177 spaces, 204 with approved valet (1.0 space per unit). o Developer seeks waiver of parking space minimum dimension requirement allowing for smaller size spaces in certain areas on the site. iv. Dumpster requirements: o Developer seeks waiver from § 353-4 of the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for the location of the proposed dumpster. V. Chapter 112, Article III Hyannis Main Street Waterfront Historic District 'Ordinance: o Developer seeks waiver of requirement for a Certificate of Appropriateness from the . HMSWHDC guidelines. No additional free-standing signage is proposed. vi. Section 240-68. Signs in the MB-Al, MB-A2, MB-B and HD Districts. C. o . Developer seeks waiver to exceed the maximum square footage of 50 sq ft allowed in the district. Developer is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer anticipates proposing a 35 sq ft (7' Long by 5' high) wall sign for the North side of the building and a 16.5.square ft (11' Long by 1'-6" high) wall sign on the East side of the building. 2. The construction and operation of the proposed year-round hotel will result in the following.economic benefits: • New year-round and seasonal employment, both full time and part time. It is estimated all positions that are currently seasonal (Mid April - October) will become year round -26 total new full time positions. (General Manager, Front Office Manager, Executive Housekeeper, Sales Manager, Director of Engineering, Shift Engineers (3), Accounting Manager, Life Guard (2), Security (1:5), Night Auditor (1.5), Front Desk Clerks (4), Housekeepers (6), Housemen (2), Laundry Attendant (2).) In addition, it is estimated an additional 11 new seasonal position will be created with the addition of the 68 rooms; (2 new front desk clerks, Housekeepers (6), Housemen (2), Engineer (2), Sales Manager, Parking Attendant (2); • Increase in Town property tax revenue. The additional tax revenue to the Town will be $35,880.30 (based on Estimated Building Costs $4,500,000.00 x Town tax rate of$8.22 per 1000 + Community Preservation Tax 3% of the Town Tax), plus a Hyannis Fire Department tax rate of$15,930.00 ($3.54 per 1000), for a total estimated annual tax of$51,810.00, • Increase in Town hotel room tax revenue. The estimated hotel tax revenue generated from this project will be $120,000.00 (based on an estimated revenue of$2,000,000.00 at 6%); and • Increase in year round commercial activity in the Harbor area. 3. In accordance with Section 168-6, the Developer, prior to being issued a occupancy permit shall be required to pay mitigation sums to the Town of Barnstable to be used by the Town in its discretion for infrastructure improvements including the extension of the water main on Ocean Street. The Developer shall ebe required'to pay $150,000 as follows; L,.$3o,600kupon issuahce+of occupancy permit; and $30,00.0_e5ch.year thereafter for the'next four (4) years Developer shall make payment to the.Treasurer of the Town of Barnstable as directed by the Town Manager's office. 4. Parking —As set forth on(plans prepared by Baxter &.Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013� As per plans submitted, the R� new plan with the Nantucket Lot shows 177 spaces (.86) per guest room, with the new valet 204 spaces (1) per guest room. The Ordinance requires 1.2 spaces per room plus 1 for every two employees on the maximum shift: As a result, Developer seeks relief for parking as set forth above. 5. Landscape - As set forth on plans prepared by Baxter& Nye Engineering, entitled Hyannis Harbor Hotel Addition Revised through 12/3/2013. The°landscaping for-24-Nantucket Street will'also be irrigated- 6. Bonds: Prior to the issuance of a foundation building permit Developer will provide a performance bond in an amount to be approved by the Planning Board or its designee, said bond to be expended on the replacement of landscape materials if such replacement becomes necessary. Any unexpended portion of said performance bond (including interest) may be released by the Planning Board to the Developer or his successor(s) after three years from the date of the initial landscape plantings, such date to be determined by the Building Commissioner, upon the request of the Developer; 7. Curb cuts - As set forth on plans prepared by,Baxter&Nye engineering, entitled Hyannis Harbor Hotel Addition'Revised through 11/8/2013-----f` 8. Isiqhting - Currently being prepared by architect. It will meet Town standards. A copy of`'the lighting plan shall be filed with Growth Management staff for review and comment prior to the issuance of a building permit. 9. Signage Developer is seeking relief under the total allowable.square_footage in the HD District of 50 sq feet. Developer is proposing a 35 sq ft (7' Long by 5' high)-wall sign for-the North-side of the°building and a 16.5 square ft (11' Long by 1 6_''h gh),wall-1 ,sign on the_ East side_of the buildin 10. Stormwater management-As set forth on plans prepared.by Baxter & Engineering, entitled Hyannis Harbor Hotel Addition;Revised through 8/9/201�3. This does not include the parking area for the Nantucket Lotwh, ich was included at the last Planning Board hearing. A copy of the drainage plan for the Nantucket log shall be filed with the Growth Management staff for review and comments prior to the issuance of a building permit. 11. [rosswalk shall-be,provided=As set forth on plans prepared by Baxter & N Engineering entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013. -Y 12. Dumpster shall be located as set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis.Harbor Hotel Addition, Revised through 111/8/2013 on the northern property line abutting Bay Lane. -------_�_ -� �-137 Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,-made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan. This document shall be submitted prior to the issuance of the final certificate of occupancy; 'o 14. Community Character— Proposed elevations were reviewed by the Planning Board. Developer has met with the Historic District Commission, who has given a positive recommendation with respect to the current design of the hotel as shown in the elevations prepared by Pro Con, Inc., dated May 24, 2013. 15. Construction shall take place only between the hours of 7 AM to 5 PM Monday through Saturday: 16. Use --The new freestanding, four (4)-story hotel building on the Property shall be used as a hotel for transient guests operating year round. The hotel units shall not be used as dwelling units. None of the hotel units shall be marketed, transferred, or sold as Timeshare Units as defined in G.L. c. 183B as the same may be amended. 17. Project construction shall commence no later than three (3) years from the finalization and approval of the Regulatory Agreement by the Town Council. Construction shall be completed within two (2) years of construction commencement date. These time periods may be extended upon request of the Developer and approval by the Planning Board. 18. To the extent that referenced plans do not depict all of the findings and conditions set forth in this Agreement, revised plans and shall be provided. In addition to permits, plans and approvals listed above, any and all permits and licenses shall be obtained; 19. The development rights granted under this agreement shall run with the land. However, the Developer agrees that 30 days prior to any change of ownership of the Property that written notice shall be sent to the Planning Board, Town Council, and Town Manager and further agrees, that all terms and conditions of this regulatory agreement and any amendments thereto, shall be binding on any successive owner of the Property. 20. Pursuant to §168-9, the term of the Agreement shall be (10) years from the effective date of the Agreement. Notwithstanding the ten (10) year duration, once the development rights are exercised within the time periods provided in Paragraph 17, including any extension thereof by the Planning Board, all of the terms and conditions of the Regulatory Agreement shall remain in effect until the development rights-are no longer exercised. 21. The Town hereby grants waivers from the following zoning requirements: i. Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses, 0) Hotel o Developer seeks waiver to allow hotel rooms with individual kitchen facilities. ii. Section 240-24.17 (C) Dimensional, bulk and other requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 feet) where only 2.5 stories are permitted), front, rear, and side-yard setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% i requirement). iii. Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape requirements for parking lots. B. (1) (2) (3); Section 240-56 Schedule of Off- Street Parking Requirements. Parking requirements n Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 10% and the waiver of the number of required trees. Parking lot landscaping (10% of the entire site or 6,082);.Rroposed-ia4,898. Parking lot trees required (Parkin9:lot of,M sp ca es).3 trees,; Proposed 7._._,_,-, _ o Developer seeks waiver of,parking-lot line to lot-line (waiver '-6=foot'minimum)' o Parking-req&dd—is 1.2 spaces per unit.(245)_plus(1) for each employee in largest shift (�12);or 258. Developer,pro des 1,77,spaces; 204 with approvetl;valet 1.0 space , per unit)l o Developer seeks waiver of parking space minimum dimension requirement allowing for smaller size spaces in certain areas on the site. iv. Dumpster requirements: o Developer seeks waiver from § 353-4 of the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for dumpster(s) locations to lot line V. Chapter 112, Article III Hyannis Main Street Waterfront Historic District Ordinance: o Developer seeks waiver of requirement for a Certificate of Appropriateness from the HMSWHDC guidelines. vi. Section 240-68. Signs in the MB-Al, MB-A2, MB-B, and HD Districts. C. o Developer seeks waiver to exceed„the maximum square footage of 50 sq ft allowed in the district. Developer is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer anticipates proposing�a-35 sq'ft-(7"I:ong by 5'_high) wall sign for the North side of the building and a 16,5_squa�e ft(11' Long by V-6-high) wall^signn tF�._°oe Easfsid6 of the�.build^i g: , IN WITNESS WHEREOF, the parties have hereunto caJ204 s A ee t to e executed, on the.day and year first above written. as Dated this a day of -7-V/J , , Town of Barnstable,-" Developer/ e estors, LLC By: Thomas K. Lynch By: J E. n, nager Town Manager Develo -er/ HHH Ocean Street, LLC By: Eugene Goldstein, Manager Cotmenonwea / / Y F �Y tr William Francis Galvin ,Secretary of die Commonwealth May 23, 2014 TO W1-1OM IT MAY CONCERN: I hereby certify that a certificate of registration of a Foreign Limited Liability Company was,tiled in this office by I-IARBORVIEW HOTEL INVESTORS LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on February 25, 1999. I further certify that said Limited Liability Company has tiled all annual reports due and paid all f&cs with respect to such reports; that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that, said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: JON E. COHEN DOUGLAS D y D. COl•I)CN I further ce:rti:ly that the name of persons authorized to act with respect to real property instruments Iisted in the most recent filings 1te. JON E. COI i N, )OCGLAS D. COHI+'aN In testimony of which, - _ I have hereunto affixed the Great Seal of the Commonwealth € i ' " ,k on the date first above written. Secretary of the Commonwealth Processed By:sarn ct 972e 6otnma uveaA of f&,suchuye& n X c fe�f�ta t � Oomvl orr..er�ccr 4b �TI(01�SG', ✓J<hPf(9P, .1iJJClS:SC7C/�GGeS'l'f1 S C1�/���� William Francis Galvin Secretary of the Commonwealth May 22,2014 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by HHH OCEAN STREET LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on November 12, 2013. I further certify that said Limited Liability Company has C.led all annual reports due and paid all fees with respect to such reports; that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office. 1 also certify that the names of all managers listed in the most recent filing are: EUGENE GOLDSTEIN I further certify, the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: EUGENE GOLDSTEIN The names of all persons authorized to act with respect to real property listed in the most recent filing are: EUGENE GOLDSTEIN In testimony of which, I have hereunto affixed the k 4-1 Great Seal of the Commonwealth r on the date first above written. T Secretary of the Commonwealth Processed By:sam BARNSTABLE REGISTRY OF DEEDS Bk 28199 Ps 4q �2534 A � TERMINATION OF LEASE By mutual agreement, the lease between Anthony ,1. rolino, Jr. and Hyannis Angler's Club, Inc. dated December 8, 2004 as assigned to Anthony J. Folino, Jr., Trustee of Anglers Investment Trust a/d/t dated March 11, 2004 and recorded in Book 18313 Page 114 and relating to the property at 24 Nantucket Street, Hyannis, MA 02601 and evidenced by the Notice of Lease recorded with the.Barnstable County Registry of Deeds in Book 1.9489 Page 244, has been terminated. WITNESS our hands and seals this /f day of June, 2014 Anthony .I ino, Jr. Anthony J. olino, Jr., rustee of Anglers Investment .Crust Hyannis Angler's Club, Inc. Q Paul C. L ovendale, President / COMMONWEALTH OIL MASSACHUSETTS Barnstable, ss: On this I* day of June, 2014, before me, the Undersigned notary public, personally appeared Anthony J. rolino, Jr., and proved to me through satisfactory evidence of identification, being a Driver's license, and acknowledged to me that he/she/they signed the foregoing instrument as his free act and deed and volui,itgjt]tyrfor its stated purpose. �N Q\ZZ U T/ to Public • J - Con of M._•a, � Ex p.ir (SEAL) N O� 96 �,, l Barnstable, ss: COMMONWEALTH OF MASSACIIUSETTS On this (jotay of .tune, 2014, before me the i notary 1 b y public, personally appeared Anthony J. Folino as Trustee of Anglers Investment Trust, and proved to nee through satisfactory evidence of identification, being a Driver's license, and acknowledged to me that he/she/they signed the foregoing instrument as his free act and deed and voluntarily for its stated purpose in his capacity of Trustee of said 'trust 0011111rurrrrrr � ',j a• EXpiR. �,•yyo2419 s �! "/�V ( No ary public ©� y fission Ex s: (SEAL) t . 4cP OF MASSACHUSETTS Barnstable, ss: W On this i day of June, 2014, before me, the Undersigned notary public, personally appeared Paul C. Lovendale as President of Hyannis Angler's Club, Inc., and proved to me through satisfactory evidence of identification, being a Driver's license, wid acknowledged to me that • he/slic/they signed the foregoing instrument as his free act and deed and voluntarily `or its stated purpose in his capacity as President of said corporati-op, 11uUurrrlrrr " Exa�R / /ice ';, t22wti No ly PL1blIC s -0.019 Fs•, M Commission Expires: y (SEAL) o QQMMO rNOTAi(1``����`� Anglers Investment Trust Trustees Certificate 1, Anthony J Folino, Trustee of The Anglers Investment Trust, Li/d/t dated March 11, 2004, being recorded in Barnstable County Registry of Deeds in Book 18313, Page 114, (hereinafter, "Trust') hereby certifies the following: l. I am the sole trustees of said Trust; and 2. Said Trust has not been amended or terminated; and 3. Said TrusCis in full force and effect; and 4. All beneficiaries are of legal age and are otherwise competent and have assented to the eXecution of a Termination of Lease for a lease between. Anthony J. Folino as assigned to Anthony .1 Folino, Trustee of Anglers Investment Trust and Ilyannis Angler's Club, Inc dated December 8, 2004. Caecuted as a sealed instrument this /A`1� day of,1 Line, 2014. The Hyannis Anders Try by: Anthony -olino, Trustee COMMONWEALTH OF MASSACHUSETTS COUNTY: Barns ble On this day of June, 2014, before me, the undersigned notary public, personally appeared Anthony J. 1~olino, Jr., Trustee of Hyannis Investment Trust, proved to me through satisfactory evidence of identification, which were STATE IDENTIFICATION CARD .to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the documents are truthful and accurate to the best of her knowledge and belief. J. �.Q • �19 ar = Print ame: My Commission Expires: 1 I '1ss°^e"�us�K`•y�G -77 (SEAL) I 2 CLERK'S CERTIFICATE The undersigned,Sr "of Hyannis Angler's Club,Inc.,a Massachusetts corporation(the"Corporation'), hereby certifies that by unanimous written consent of all of the Directors of the Corporation, the following resolution was unanimously adopted. "Resolved: That the Corporation be,and on behalf of the Corporation, Paul C.Lovendlale, President is authorized and empowered: To execute a Termination of Lease of lease between Anthony J. Folino, Jr, and Hyannis Angler's Club, Inc. dated December8,2004. I further certify that the foregoing resolutions have not been altered, amended or rescinded but remain in full force and effect. I further certify that Paul C.Lovendale is the duly elected President of the Corporation and I am the duty elected Clerk of the Corporation. WITNESS my hand and the seal of the Corpora 8n this J tf a :/ 2p14, - .,'R,oland Giln*Clerk BARNSTABLE REGISTRY OF DEEDS 136-12-2014 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 06-12-2014 a +11936am Ctlg: 941 Doi,;0 28342 FPA_"o $1P479o15 -Cans. $432P;00.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEG.DB Date. 06--12-2014. & 01:36am C:t lv: 941 Doc': 25342 Fee, ` I P 167a 75 Cons 432P 500.Ori QUITCLAIM DEED Anthony J. Folino, Jr., Trustee of Anglers Investment Trust under Declaration of Trust dated CZ) March 11, 2004 and recorded in Barnstable County Registry of Deeds in Book 18313 Page 114. 0 01'Hyannis, Massachusetts For consideration paid and in full consideration of Four 1-lundred Thirty-Two Thousand Five Hundred and 00/100 ($432,500.00) .Dollars Cd' Grant to [1HH Ocean Street, LLC , a limited liability company organized under the laws of the Commonwealth of Massachusetts, with an address of28 Jacome Way, Middletown, RI 02842 a.� 1; With QUITCLAIM COVENANTS The lot with any buildings thereon, situated in that part of Barnstable, Barnstable County, Massachusetts, called.Hyannis, being numbered 24 Nantucket Street and bounded and described -r as follows: Beginning at the southeast corner of the granted premises on the northerly side of Nantucket Street, and at land now or formerly of Eleanor Roche, thence running • NORTH 16 degrees, 53' 30" East by said land of Roche, seventy-five (75) feet, more or oless, to a stone bound at land now or formerly of Jane F. Rowland; then running L NORTH 86 degrees, 49' 40" West by land of said Howland, ten and 00/100 (10.00) feet to an iron pin; thence running NORTH. 3 degrees, 10' 20" East still by land of said Howland, thirty-seven and 14/100 (37.14) feet ) feet to-an iron pipe; thence running NORTH 86 degrees, 49.' .40" West about seventy-three (73) feet to Bay Street, thence running v i SOUTHERLY along the easterly side line of said Bay Street, about one hundred ten (110) feet to the intersection with.Nantucket Street and thence running SOUTHEASTERLY and EASTERLY about sixty-six feet by the northerly line of said Nantucket Street to land of said Roche and the point of the beginning. Being shown as Parcels B and C (except as modified by layout of public ways) on Plan entitled "Plan of.Lwid Hyannis-Barnstable, Mass. as surveyed for Horatio S. Bond, November 1948, Whitney& Bassett, Architects and Engineers, Hyannis, Mass", duly recorded with Barnstable County Registry of Deeds, Plan Book 85 Page 115. Said layout, including a corner curve, is shown on plan entitled "Town of Barnstable, Plan showing layout of Bay Street and Nantucket Street, Hyannis, as made by the Selectmen", dated February 1 i y 23, 956, recorded with said Registry in Plan Kook 127 Page 33. Said premises are conveyed subject to and with the benefit of easements, restrictions, agreements and reservations of record, if any there be, insofar as the same may be in force and applicable. 1, Anthony I Folino, Jr., 'frustee, hereby certify that the premises are not the homestead of an Y person and there is no person who can claim the benefit of an estate of homestead under G.L. c. 188 and 1 further certify that the premises were not the homestead of any person at the time of the deed to me recorded in Book 23885 Page 122. For title, see deed recorded in Barnstable County Registry of Deeds in Book 23885 Page 122. l certify as follows: 1. I am the sole Trustee of the Trust; 2. The Trust is in full force and effect and has not been altered, modified, amended or- terminated and has not been revoked as of the date hereof; 3. The beneficiaries of the Trust are of legal age, they are not disabled and are competent and have all assented to this sale; and 4. I gun duly'authorized and have been directed by all of the beneficiaries of said Trust to convey the property. Executed as a sealed instrument under the pains and penalties of perjury this I z day of June , 2014. _ And olino, rustee of Anglers Investnlerii:rust COMMONWEALTH OF MASSACHUSETTS Barnstable, sus: On this/Gday of-�UA/II� 2014 before me;the undersigned notary public, personally appeared Anthony.l. Polino, Jr., Trustee of Anglers Investment Trust, and proved to me through satisfactory evidence of identification, being (check whichever applies): ❑ or other state or federal governmental document bearing a photograph iYnage; ❑ Oath or affirmation of credible witness known to me who knows the above signatory, or My own personal knowledge of the identity of the signatory, to be the person whose name is listed above, and acknowledges to me that he/she/they signed the foregoing instrument as his free act and deed and voluntarily for its stated purpose and who swore or affirmed to me that the contents of this document are tr•utlrf it and accurate to the best of his knowledge and belief. r , Otal' Public 019 Fs'•, '� My isslon lJ.\l re Sze, ,Q..O.,ev cbmmot BARNSTABLE REGISTRY OF DEEDS ICI 6-12 2 REGULATORY AGREEMENT HARBORVIEW HOTEL INVESTORS,:LLC and.NOMINEE 213.0CEAN STREET, HYANNIS, MA 02601 This regulatory.a reement "A reernent" is entered into b and. between the 9 { 9 )� y Developers, Harborview Hotel Investors, LLC and.HHH Ocean Street, LLC, . ("Developer") and the Town of Barnstable ("Town"), a municipal corporation, on this day of ��ax-),L-2014, pursuant to Section 240-24.1 of the:Barnstable Zoning Ordinance and Chapter 168 of the Barnstable Code; WITNESS: WHEREAS, this Agreement shall establish the following: permitted uses, density, and traffic within the Development, the duration of the Agreement, and any other terms or conditions mutually agreed upon between the Developer and the Town; and WHEREAS, the:Developer owns the property at 213 Ocean Street including parking areas, Hyannis, MA, consisting of 3.8 acres, shown on Barnstable Assessor's Map 326 as Parcel 035, title to which is recorded in Barnstable County Registry of Deeds Book - 15837-Page 190; and is the named buyer in a Purchase and Sale agreement dated October 31 2013, for the property at 24 Nantucket Street, Hyannis, MA, consisting of .18 acres,.which is shown_Barnstable Assessors' Map 326 as Parcel 33. Collectively,: .:the two parcels are.referred Jo herein as the Property; for purposes of this Regulatory Agreement, the "Property" does not include the existing hotel and its:operations currently located at 213 OceanStreet but does include all site parking; the Developer desires to develop the Property pursuant to this Regulatory Agreement; and WHEREAS the Development will not require regulatory review under the Massachusetts Environmental Policy Act (MEPA) or the Cape Cod:Commission Act; and WHEREAS the Developer has made application.to the Plannin Board pursuant to p pp 9 Chapter 168 of the Barnstable Code; and : WHEREAS the Development is located in the:Hyannis Growth Incentive Zone (GIZ) as. approved by the.Cape Cod Commission by decision dated April 6, 2006, as authorized by Barnstable County Ordinance 2005-13, Chapter G, Growth incentive Zone Regulations of:the Cape Cod Commission Regulations of General Application; and WHEREAS the Development is not subject to review by the Cape Cod Commission as a Developmentof Regional Impact due to its location in the G.IZ.and due to the adoption of Barnstable County Ordinance 2006-06 establishinga cumulative development: threshold within the GIZ, under which this development may proceed and the Developer has submitted a Jurisdictional Determination to the Town of Barnstable Building Department to confirm the same; and WHEREAS, the Property is currently developed with 69.7% impervious lot coverage; the:Development will redevelop a portion of the Pro ert currentl used for. arkin... p Y Y p 9; proposed impervious lot coverage is 78.9%. These.figures also include the building footprints to account for the Nantucket Street lot; and WHEREAS, through.the Regulatory:Agreement process, including review of application materials, supplemental information submitted; discussions with the Town Manager and public testimony, impacts have been identified. These are: :impacts to an already . overloaded parking system in and adjacent to the Hyannis Harbor:area; increased use of inadequate water delivery infrastructure on Ocean Street; and increased use of Ba Street by hotel clients; and WHEREAS; the Town is authorized to enter into.this Regulatory Agreement pursuant.to Chapters 168 of the Barnstable Code; and WHEREAS the Developer will require zoning relief from.certain provisions of Chapter: 240 to allow individual kitchen facilities in hotel:rooms, minimum parking building'story requirements, front, rear and side yard setbacks and maximum lot coverage all as further defined in:condition:number 1(b) below; and WHEREAS, the Developer will require relief from Chapter 112, Article III regarding a certificate of appropriateness;:and WHEREAS, the Town and Developer desire to:set forth in this Agreement their respective understandings and agreements.with regard to the.development of the Property; and WHEREAS, the Developer is willing to commit itself to the development of the Property i substantiallyin accordance with this Agreement; the Developer desires to have a reasonable.amount of flexibility to complete the Development and therefore considers this Agreement to be in its best interests; and WHEREAS, this Agreement shall vest land-use development rights in the Property.for the duration of the executed Agreement, and such rights shall not be subject to subsequent changes in local development ordinances, with.the exception of necessary changes to protect the public health, safety, or welfare; NOW THEREFORE, in consideration of the agreements and covenants set forth hereinafter,:and with:other good and valuable consideration, the.receipt and sufficiency of which each of the parties hereby acknowledge to the other, the Developer and the Town do enter into this Agreement, and hereby agree to covenant as to the following provisions: 1. The Developer proposes to redevelop the Property as follows: a. The Developer seeks a Regulatory Agreement to:develop the property for the ..construction and operation of a new, freestanding, four 4 story hotel operating O rY p 9 Year- round for transient guests with up to sixty-eight (68) total guest rooms, each containing �J its own kitchen facility and approximately 350 square feet in size. The new hotel building is 33,795 square feet in total, In addition to the 68 rooms,.the Hotel will also contain a fitness center and lobby for use by.Hotel guestsonly. The Developer is Harborview Hotel Investors; LLC and HHH :Ocean.Street LLC.: The.property is addressed as 213 Ocean Street, Hyannis, MA, located in the Harbor District:(HD) and is shown on Assessor's Map 326 as Parcels 035 and 24 Nantucket Street, Hyannis, MA located in the Harbor District (HD) and. is.shown on Assessor's Map 326 Parcel 033: Parking location for the new proposed hotel building will be located at the parking lot of the existing hotel building (which is not subject to:the Regulatory Agreement) located at 213 Ocean Street and 24 Nantucket Street. The total area of:the property(s) subject to the Application is approximately 3.98 acres. b. The Regulatory Agreement seeks.waivers from the.Barnstable Zoning Ordinances; and other ordinances of the:Code:of the Town of Barnstable; specificafly in reference to the following sections: Section:240-24.1::7 (A) Harbor District, (1) Permifted Uses,.0).Hotel o Developer seeks waiver to allow hotel rooms with individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk.and other requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 ft) where only 2.5 stories are permitted) , front, rear, and side-yard setbacks .(waiver of. 10 foot.minimum); and.maximum. lot coverage (waiver of 70% requirement). - iii. Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape requirements for parking lots. B, (1) (2) (3); Section 240-56 Schedule of Off- Street Parking Requirements. .: o Developer'seeks relief from applicable parking requirements as follows: o Developer seeks.waivers with regards to parking lot landscaping of 10%.and the waiver of the number of required trees. Parking lot landscaping (10% of the entire site or 82 sq. ft.); Proposed is 4,898 sq. ft. Parking lot trees required (Parking:lot of 177 - spaces) 36 trees; Proposed 7. . .. . . o Developer seeks.waiver of.parking-lot line to.lot line.(waiver of 6-foot minimum, where existing hotel has 0 lot line setback at some locations) o Parking required:is 1.2 spaces per unit (245) plus (1) for each employee in largest shift (12.), or 258. Developer provides 177.spaces, 204 with approved:valet (1.0 space per unit). - o Developer seeks waiver of parking space_minimum dimension requirement allowing for smaller size spaces in certain areas on the:site. IV. Dumpster requirements: o :Developer seeks waiver from § 3.534 of.the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for:the location of the proposed dumpster. V. Chapter 112, Article III Hyannis Main Street Waterfront Historic. District Ordinance: ...... ....... ....... ... ...... . ..... o Developer seeks waiver of requirement for a Certificate:of Appropriateness from the HMSWHDC guidelines: No additional free-standing signage is proposed vi. Section 240-68: Signs in the MB=A1, MB-A2, MB=B and HD Districts: C. ....... .. :o Developer seeks waiver.to exceed the maximum square footage of 50 sq ft allowed in the district.: Developer is seeking relief under:the total allowable square footage in the HD District of 50 sq feet.: Developer anticipates proposing a 35 sq ft (7' Long by 5' high) wall sign for the; North:side of the building;and a 16.5 square ft (1:1' Long by 1'-6" high) wall sign on the East side of the building. 2. The.construction and:operation of the:proposed year-round hotel will result in the following.economic benefits: .. ■ New year-round-and seasonal employment, both full time and part time. It is estimated all positions that are currently seasonal (Mid April - October) will become year round -26 total new full time positions., (General Manager, Front Office Manager, Executive Housekeeper, Sales Manager, Director of Engineering, Shift Engineers (3), Accounting Manager, Life Guard (2), Security (1.5), Night Auditor (1.5); Front Desk Clerks (4), Housekeepers (6), Housemen (2), Laundry Aftendant (2).) In addition, it is estimated an additional 11 new seasonal position will be created with the addition of the 68 rooms; (2 new front desk clerks, { 2 Engineer 26e Housekeepers , Housemen , ; p . ) { ) 9 { ) Sales Manager,:Parking Attendant 2 Increase in Town property tax revenue. The additional tax revenue to the Town will be $35.,880.30 (based on Estimated Build ing'Costs:$4,500,000.00 x Town tax rate of $8.22:per 1000 +:Community Preservation Tax 3% of the Town Tax), plus a Hyannis Fire Department tax rate of$15,930.00 ($3.54 per 1000), for a total estimated annual tax of$51,81000. Increase in Town hotel room tax revenue. The estimated hotel tax revenue generated from this project will be $120,000.00 (based .on an estimated revenue of$2,000;000.00 aC:6%); and Increase in.year round commercial.activity in the Harbor area. 3. :In accordance with Section 168-6, the Developer; prior to being issued a occupancy permit shall be required to pay mitigation sums to the Town of Barnstable to e used by the Town in its:discretion for infrastructure improvements including the extension of the water main on Ocean: Street, e Developer shall be required to pay $150,000 as follows; $30,000 upon issuance of occupancy permit; and $30,000 each year thereafter for:the next:four (4)years Developer shall make payment to the Treasurer of the Town of Barnstable as directed by the Town Manager's office. 4. Parking ":As set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis_ Harbor Hotel Addition, Revised through 11/8/2013. As per plans submitted, the .. . . . .. . .. new plan with the Nantucket Lot shows 177 spaces (.86) per guest room, with the new valet 204 spaces (1) per guest room.: The Ordinance requires 1.2 spaces per room plus 1 for every two employees .on the maximum:shift; As.a result,. Developer seeks relief for parking as set forth above. :: 5. Landscape As set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 12/3/2013. The landscaping for24 Nantucket Street will also be irrigated. 6: Bonds: Prior to the. issuance of a foundation.building permit Developer will provide a performance bond in an amount to be approved by the Planning Board or its designee, said bond to be expended on the replacement of landscape materials if such replacement:becomes necessary. Any unexpended portion of said performance bond (including interest) may:be released by the Planning Board to the Developer or his successor(s) after three years from the date of the initial landscape plantings, such date to be determined by the Building Commissioner,:upon the request ofthe Developer; 7. Curb cuts - As set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013 . .. . . . .. . . 8. - Lighting — Currently being prepared by architect. It will meet Town standards. A copy of the lighting plan shall be filed with Growth Management staff for review and: comment prior to.the issuance of.a building permit. . 9. Signage - Developer is seeking relief under the total allowable square footage in the HD District of 5.0 sq feet. Developer is proposing a 35 sq ft (7' Long by 5' high) wall sign for the North side of the building and a 16.5 square.ft (11' Long by 1'-6" high) wall sign on the East side of the building. 10: Stormwater management As set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 8/9/2013. This: does not include the parking area for the Nantucket Lot, which was included at the last Planning Board hearing.:-A copy.of the.drainage plan for the Nantucket log shall be filed with.the Growth Management staff for review and comments prior to the issuance of a building permit. I 11. Crosswalk shall be provided:=:As set.forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013 12.. Dumpster shall be located as set forth on plans prepared by Baxter& Nye Engineering,:entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013 on the northern property line abutting Bay Lane. 13. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan: This document shall be submitted:prior to the issuance of the final certificate of occupancy; _ _ __ 14. Community Character- Proposed elevations were reviewed by the Planning Board. Developer has met with the Historic District Commission, who has given a positive recommendation with respect to the current design of the hotel as shown in the elevations prepared by Pro Con, Inc., dated May 24, 2013. - 15. Construction shall take place only between the hours of 7 AM to 5 PM Monday through Saturday. 16. Use The new freestanding, four (4)-story hotel building on the Property shall be used as a hotel for transient guests operating year round. The hotel units shall not be used as dwelling units. None of the hotel units shall:be marketed, transferred; or.sold as Timeshare Units as defined in G.L c. 1.83E as the same may be amended. 17. Project.construction shall commence no later than three (3) years from the finalization and approval of the Regulatory Agreement by the Town Council: Construction,shall be completed within two (2) years of construction commencement date. These time periods may be extended upon request of the Developer and approval by the Planning Board, 18. To the extent that referenced plans do not depict all of the findings and conditions set forth in this Agreement, revised plans and :shall be provided. In addition to permits, plans and approvals listed above, any and all permits and .licenses shall be obtained; 19. The development rights granted under this agreement shall run.with the land. However, the Developer agrees that 30 days prior to any change of ownership of the Property that written notice shall be sent to the Planning Board, Town Council, and Town Manager and further agrees, that all.terms and conditions of this regulatory agreement and any amendments thereto, shall be binding on-any successive owner of the Property. 20. Pursuant to 168-9, the term of the Agreement shall be 10� g ( ) years from the effective date of the Agreement. Notwithstanding the ten (10) year duration, once the development rights are exercised.within the time.periods.provided in Paragraph 171: including any extension thereof by the Planning,Board, all of the terms and conditions of the Regulatory Agreement shall remain in effect untilthe development rights are no longer exercised. 21 The Town hereby.grants.waivers from the following zoning requirements: i. Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses; (j) Hotel o Deve lope rseeks waiver to allow hotel rooms with individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk ar16 other.requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 feet) where only 2.5 stories are permitted), front, rear, and side-yard _setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% requirement).:.: Section 240=52. Design and Screening standards. A.; Section 240-53. :Landscape requirements:for parking Lots. B. (1) (2) (3); Section 240-56 Schedule of Off Street Parking Requirements, Parking requirements o Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 1.0% and the waiver of he number of required trees. Parking lot landscaping (10%0:.of the entire site : or 6,082); Proposed is 4,898. Parking lot trees required (Parking lot of 177 spaces) 36 trees; Proposed 7; o . Developer seeks waiver of parking-lot line to lot line (waiver:of 6-foot minimum) o Parking required is1.2 spaces per unit (245) plus (1) for each employee in largest shift (12), or 258. Developer provides 177 spaces, 204 with approved valet (1.0 space per unit). o Developer seeks waiver of parking space minimum dimension requirement allowing or smaller size spaces in certain areas on the site. IV. Dumpster requirements, o Developer seeks waiver from § 353-4 of the Code of the Town of Barnstable,:Board of Health Regulations "Storage:of Garbage and Refuse" Minimum:setback for dumpster(s) locations to.lot line V. Chapter 112, Article III Hyannis Main Street Waterfront Historic District Ordinance: o Developer seeks waiver of requirement for a Certificate of Appropriateness from the HMSWHDC guidelines. vi. Section 240-68. Signs in the.MB-Al, MB-A2, MB-B,:and HD Districts. C. o Developer seeks waiver to exceed the maximum square footage of 50 sq ft allowed in the district. Developer is,seeking:relief under the total allowable square footage in the HD District of 50 s feet. Developer anticipates ro Po a 35 s ft 7' Lon b 5' high) q p p p . g q ( 9 Y g ) wall sign for the North side of the building and a:16.5 square ft (11 Long by V-6"high) - wall sign on the East side of the building. i IN WITNESS;WHEREOF, the parties have hereunto caused t s A ee t to e executed; on the day and year first above written. Q ND . Dated this day of -7G/a1 L- , 20 4 Ile Town of Barnstable,;-"" Developer.L e estors, LLC: By: Thomas K. Lynch By; J E: n; Hager Town Manager Develo er/'HHH Ocean Street; LLC By::Eugene Goldstein, Manager II WOO — OO .. .. fK7 TAYS eve - ....... ....... William.Francis Galvin SecretarY.of the Commonwealth May 23, 2014 T :WHOM IT MAY CONCERN: [ hereby certify.that a.certifrcate of registration of a Foreign Limited Liability Company was tiled in this office by HARBORVIEW:HOTEL INVESTORS LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on February 25, 1999 l fi'ulther certify that said Limited Liability Company has tiled alf annual reports due and paid all tees with respect to such reports; that said Limited Liability Company has not filed a eerti(ic�lte of cancellation of withdrawal; and that, said Limited Liability Coinptuiy is in good standing with.this office. .. 1 also.cei I that the names of all managers listed in the most recent filing arc: J`ON E. CO.HEN,DOUGLAS D. COHEN I further. certify that the name of persons authorized to act with respect to real property: instruments listed in the most recent filings are-. ,JON E.. COHEN, DOUCLAS D.:COHEN In testimony of which r I have hereunto affixed the t P Great Seal of the Commonwealth z air on the date first above written. Secretary of the Commonwealth Processed BysanV. i a ecr�e�`cz Commonvo JoMe,,.6ammorrwe6 .,X �q Sage f «se; osfOn Afcm it XaweMs 02/ �-y q William Francis Galvin Secretary of the Commonwealth May 22,2014 TO WHOM 1T MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by HUH OCEAN STREET LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on November 12, 2013. 1 fiu ther certify that saidi Limited Liability Company has filed al annual reports due and paid all fees with respect to such reports; that said Limited Liability Company has not fled a certi icate of cancellation or withdrawal; and that said Limited Liability Company is in.good standing with this olf:ce. .._ I also certify that the names of all managers listed in the most recent filing are: EUGENE GOLDSTEIN ..1 further certify, the names of all persons authorized to execute documents filed with this office and l sted in the most recent filing are: EUGENE:GOLDSTE N The names of all persons authorized to act.with respect to teal.property listed in the most recent Tiling;are: EUGENE GOLDSTEIN- - - .... . ! In testimony of which, y 1P„ . " I have.hereunto affixed the r C eat Seal of the Commonwealth V on.the date.first.above written: . .. . . - - Secretary of the Commonwealth Processed By:sam I BARNSTABLE REGISTRY OF DEEDS - C16-"2-20 n 4 A a m 36s, II, TER MINATION NATION OF LEASE By mutual agreement, the lease between Anthony J. 1~olino, Jr: and I lyatlnis An lei's Cluli .1nc. dated Dece mber 8 2004 as assigned g ss ncd o AnthonyAi1t �T b hon J. Folino Jr.,:lr �I"�uste- Yc of Anglers lilv�.stn1Cllt Trust u/s tUt dated iVl`areli 11, 2004 and recorded in Book 18313 Page 114 and relating to Use property:at 24 Nantucket Street, Hyannis MA 02:601 and evidenced by the Notice o Lease recorded with the Barnstable County Registry.of Deeds.in Book,1,9489 Page 244, has been terminated. WITNESS our hands and seals this /f day of June, 2014.. a I : Anthony J ino, .Ir. G A Anthoily .l. �olilao, .Ir., .rtlstec oJ' Anglers Investment"mist Hyannis Angler's Club, Inc. a _ .. .... P '7. _ ... :haul. C. Love�ldale, 1 i esident . COMMONWEALTH OF MASS ACHUSETTS Barnstable, ss: On this l day of June, 2014, before me, the undersi ned:notary public, personal a geared: g ) p 1 y p1 Anthony J. Folino, Jr., and proved to me through satisfactory evidence of identification, being a Driver's license, and acknowledged to me that he/she/they signed the foregoing instrument as his free act and deed and volu"l`�11r5�i I for its stated purpose. rn �. � .aW�19 RFs•. '. (7 _ Un .�., tai Public M Coll on. W•� ` ExpLt' . . 47/11 co o«r (SEAL') . i ... ....... COMMONWEALTH OF MASSACIJUSETTS Barnstable, ss: On this f!��day of June, 2014; before me, the undersigned notary 1)Ublic, personally appeared Anthony :1. Folino as Trustee of Anglers Investment Trust, and proved to me through satisfactory evidence of identification, being a Driver's license, and acknowledged to:me that lie/she/they signed the foregoing instrument as his.fi-ee act and deed and voluntarily far its:stated liurpose in: : is capacity of Trustee of said-Trust ...... e zZur/J ��4,. c` "Ex , No ary Public 'y5\ / W ry j� y _ 1SSIon h�: s: N '> SH • y (SEAL). Cr© mo TH 017 MASSACHUSETTS Barnstable, ss. ��JJJniu�r�,��: On this it day of June, 2014, before nie, the undersigned notary public,personally appealed Paul C. Lovendale as President.of Flyahnis Angler's Club, Inc., and droved to nic through satisfactory evidence of identification, being a Driver's license, and acknowledged to me that he/she/they signed the foregoing instrument as.his free act and deed and voluntarily Ioi• its stated purpose in his capacity as President of said corporate .ia ���i�uuiJJJJ,, a�pN � - � J�,E No ry Public.._.: My Commission Expires: _ v .. .. .. .. .. �.:4 J .. .. .. .. .. .. .. .. (SEA.L) _ o _ I � c 09 411110 NOTA�� rlIJJ1ILIl1)�\�\ Anglers Investment Trust Trustee's Certificate 1, Anthony J Folino, Trustee of Tlw Anglers Investment I r cast a/d/t dated March 11, .2004, being: recorded. in 'Barnstable Count Registry Y :. g Y cal' Deeds ire Book 18313, Page 11�1, (he:reinafler, "Trust") hereby certifies the following: l. I any the sole trustees of said Trust; and 2. Said Trust has not been amended or terminated; and 3. Said `Crust is in full force and effect; and 4. All beneficiaries.are of legal age and arc otherwise competent and have assented to the execution of a T'ermination of Lease for a lease between Anthony J. Folino as assigned to Anthony .I Folino, Trustee of Anglers Investment Trust and:l:[yannis /1ng ler's :Cltib, Lnc dated December 8, 2004. Cxeuited as a sealed instrumcnt.this 64 play of June, 2014. The Hyannis Anglers Tru by: Anthony olino, T rustce COMMONWEALTH OF MASSACFIUSETTS . ..... COUNTY: Barns ble On this day of June, 2014, before me, the n undersi ed notary public, personally g : 5 P , p y appeared Anthony .1 Folino, Jr., Trustee of Hyannis:Investment Trust, proved.. to me through satisfactoryevidence of identification, which were STATE IDEN fII��ICA"I'ION CARD to be the persoii whose natue is silted on the preceding or attached document, and who swore or afCrined to me that the contents of the documents are truthful_and accurate to the best of her knowledge and belief: o•��s�N J. P/Z j'��,� /9 otary , t c Print Nafne- �,' sncus�.• .. My Com mission 1�Xpii'GS: (SEAL).....H.. 2 CLERK'S CERTIFICATE The undersigned,Sic 61"of'Hyannis Angler's Club,Inc.,a Massachusetts corporation(the"Corporation"), hereby certifies that by unanimous written consent of all of the Directors adopted: of the Corporation, the fallowing resolution was unanimously "Resolved: _That the Corporation be,and on behalf of the Co rporation, Paul C. Lovendits,President is authorized an :empowered: To:execute a:Termination of Lease of lease between Anthony.J..Folino, Jr.:and Hyannis Anglees::Ciub, Inc. dated December 8,2004 I further certify that the foregoing resolutions have not been altered, amended or rescinded but remain in full force and:effect. I further certify that Paul C:Lovendale.is the duly.elected President of the Corporation and I am the duly elected Clerk of the Corporation. WITNESS:my hand and the seal of the Ca rporatibn this Ju a dd f tf/ Viand Gllne .Clerk BARNSTABLE REGISTRY OF DEEDS r . 28199 NASSACHUSETTS STATE EXCISE TAX .A RNS A t Fi T e E COUNTY REGISTRY-OF DEEDS Dcite: iib-.12-2014 �2 01.36PM Gtl�: 94.1 .:.:__. _ DOCI 25342 Fqp: $1►479.15 Cons: $4329.)OO.00 BARNS.TABL.F COUNTY EXCISE TAX BARNSTABLE COUNTY REG16TRY OF :DEEDS Dnt : 06-12-201:4 @ of—'36pm CIL IA" 94 1 Dir 51342 I'pr�: .G1n167o � C 7- ons $432 P 5QL1.Cin QUITCLAIM DEED Anthony .[. Folino, Jr., Trustee of Anglers Investment Trust under Declaration of Trust dated March 1, 2004 and recorded.in Barnstable County Registry of Deeds in Boole 18313 .Page 1 I41 0 of Hyannis,Massachusetts Q' l"or consideration paid and in full consideration of Four Hundred "Thirty-Two Thousand (ivc [lundred and 00/100 ($432,500 00) .Dollars . .. . ....... 03 p � g x �ra.ntto [IL-1a-1. Ocean Street I�t;C a limited liability cony air or all]leCl Under the I7wS of the v' Commonwealth of Massach rSetts, with an address of 28 aaconle Way, Middletown, RI 02542 N `" With QUITCLAIM COVENANTS :. v PThe lot with any buildings thereon, situated in that part of Barnstable, Barnstable County, Massachusetts, called 1-lya.nnis, being numbered 24 Nantucket Street acid bounded and described -t as follows Beginning at the southeast corner of the.granted premises on the northerly side of Nantucket Street, and at land now or formerly of Eleanor Roche, thence running . Q NORTH: 16 degrees 53' 30" East by said land of Roche, seventy-five (75) feet, more pr less, to a stone bound at land now or formerly of Jane F. Howland; then running 0 ." NORTH f 86 degrees, 49' 40" West by land of said ]lowland, ten and 00/100 (10.06) feet to in iron pin; thence rumiing NORTIA. 3 degrees, 1.0' 20":Last sti11 by land ofsa.id Howland, thirty seven and 14/1 00 (37.14) feet ).feet town iron pipe; thence running NORTH H 86 degrees, 49': 40" West about evenly-three (73) feet to Bay Street, thence ruining SOUTI ERLY:along the:easterly side line of said Bay:Street, about one hundred:ten (1 I O feet to the intersection with Nantucket Street and thence.rurniing SOUTHEASTERLY and EASTERLY about sixty-six feet by the northerly line of said Nantucket Street toaAnd of said Roclie and the point of the beginning: 'Being shown as ]Parcels B and C (except as modified by layout of public ways) on flan entitled "lPlan of Land-Ilyarinis-Barnstable, Mass: as surveyed for Horatio S. Bond, November 1.948, Whitney & Bassett, Architects and Engineers, Hyannis, Mass", duly recorded with Barnstable County Registry of.Deeds, Plait Book 85:Page 115. Said layout, including a corner CUrve, is shown on plan entitled "Town of Barnstable, Plan showing layout of Bay Street and Nantucket Street, Hyar has, as made by the Selectmen", dated February 23, 1956; recorded with said Registry in Play Book 127 Page 33. Said premises:are conveyed subjcctto and with the benefit of easements,restrictions, agreenhents and reservations of record, if any there be, insofar its the saine may:be in force and applicable. I, Antllotty J. Fohno Jr., "l"ruStee, hereby certify that the premises are not the homestead of any person.i nd there.is no person who call claim the belleflt of an estate o1"homestead 1111de1"G.L. C. 188 and 1 further certify that the premises were not the homestead Of any person at the time of the deed to me recorded in Book 23885 Page 122. For title, sec deed recorded in Barnstable County Registry ot'Deeds in: Book 23885 ]Page 122. 1 certify as follows. 1. l am:the sole TrUstee of the Trust; 2. The Trust is, in full force and effect and has not been altered, modified, amended or terminated and has not been revoked as of the date hereof; 3. The beneficiaries of the Trust are of legal age, they are not disabled and are ... competent and have all assented to this sale; and 4. l am duly'authorized and have:been directed by all of the beneficiaries of said Trust to convey the property. Executed as a sealed instrument finder the pains and penalties of perjury this 2 day of June , 2014. Ant � �,: -- t rus e t o >no��- c of Anglers Investmerht Crust COMMONWEALTH OF MASSACHUSETTS :Barnstable, ss: On this/Gday ot`VtJAI 2014 before me, the undersigned notary public,personally appeared Anthony i.] olino,Jr l'►,ustee of Ailglers Inveslnlenl Trust, and proved,to me through satisfactory evidence of identification, being:(check whichever applies): El • or,other stair or federal governmental document bearing a photograph image; [� Oath or aflirmation of credible witness known to me who knows the above.signatory, or My own personal knowledge ofthe identity of signatory, to be the person whose name is listed above, and acknowled es to ine that he/she/they signed the:foregoing instrument as his free act :and deed and voluntarily for its stated purpose and who swore or at'[irmed to.me that the contents of this document are truthful and accurate to the best of his knowledge and belief . o Public tal• l' .'zoi9i, s , My Tussion Exl 're - cbwo MA55AC. N01A BARNSTABLE REGISTRY OF DEEDS I t Town of Barnstable BARIUM Regulatory Services Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues& Concerns Regulatory Agreement Applicant: Harborview Hotel Investors,LLC SPR#: 004-13 Property Address: 213 Ocean Street,Hyannis Plan dated March 6, 2013 Map/Parcel: Map 326,Parcel 035 Zoning: Harbor District;GIZ,Hyannis Main Street Waterfront Historic District Proposal: Regulatory Agreement for an addition to this 3.4 acre+/-proIpefor construction and operation of a new 4-story year-round hotel with up to 68 total roomsp containing its own kitchen facility. The parking for the new hotel will be located wfln==the parking lot of the existing hotel located at 213 Ocean Street,Hyannis. Present: Tom Perry, Building Commissioner . Doug Cohen, Applicant JoAnne Buntich, Director Growth Management Attorney Mike Ford -- Steve Seymour, GMD Engineer Attdrney Jeffrey Ford Deputy Chief Dean Melanson, Hyannis Fire _l I ew Eddy-Civil Eng. Baxte-DEng. Lt. Don Chase, Hyannis Fire _ _ Art Traczyk, Design Review Planner, GMD Elizabeth Jenkins,Princpal Planner = Ellen Swiniarski, SPR Coord. Plans,for the above proposal were reviewed af%n inforrrrahmeeting heldMfkch 27, 2013 to discuss site plan review issues. The following issues were d-iscussed — — _ 1 Determination of the number of parking space hat woAl ally be needed was discussed at length: -- ➢ Tom Perry= # of peoe not staying at the hotel to go the restaurant? How can this be docume_2_ ➢ JoAnne Binh—Thi=1ea of Town is1`esignated to become pedestrian oriented, however this estlln transitorroxne asked what is the basis of the number of =s have UQuprovided�e plan? ASP Doug Cto� Mr.Cohen stated that he asked that the parking be designed to provide the fullest caRaGity of M&H However, does not anticipate needing the valet parking very much. T Nt000ms rarely fill to capacity. Presently there are 105 spaces for 136 rooms in the ex ng hoi l; even when very busy,he has never reached 1/1. The existing hotel is00%full only 30% of the time. Mr. Cohen noted 2 other facilities walet parking he was familiar with and stated the basis of parking spaces usually is 1 spaae__�-__er room. Mr. Cohen also noted that the general public had been parking in his lot bef6rFF as chained off. ➢ Atty Milo ord—There are 2 approaches: What will the BC require for parking for the 2 hotels? And What parking is necessary? This will be the basis of relief through the Regulatory Agreement. Existing hotel will shut down for off season, new hotel will be year round; the most intensive usage of the site will be for 5 months only. ➢ Matt Eddy—valet spaces use an 8 ft wide footprint, only 2 persons are needed to shift cars within the lot. ➢ Steve Seymour noted that an aerial view taken in July of 2009 shows the existing parking lot to be about 2/3 full. 2. Based upon the above discussion regarding parking,the following comments and conclusions were made: 1 1 ➢ Attorney Mike Ford inquired if using a .8 parking space per room ratio could be considered as this would allow also for safety and FD ladder truck template issues to be addressed. ➢ JoAnne Buntich stated that the owner's business model and experience should be considered along with the.Town's parking requirements. ➢ Attorney Mike Ford offered, and it was agreed that an annual review of the parking situation should be done. Statistics should be kept for this annual review. ➢ It was concluded that the .8 parking space per room ratio will be used for a revised valet parking lot plan. This plan will also address the FD turn template pinch points. For the purpose of the ordinance, the parking calculations will depict3khat would ordinarily be required as a reference. ➢ An annual review of the parking will be made a requirement of the regulatory agreement. Statistics will need to be maintained by__f7e ho or this review. 3. Discussion regarding dumpsters and waste removal:Ague a1th-Dept. staff—no_t present) ➢ A waste disposal plan is requested. - ➢ Question was raised if the provision of kite ens in the units will increase=the_amount of waste produced. _ ➢ A review of the number of dumpsters that w lt_be nedd_s requested as-d appears to be possibly deficient. ➢ Doug Cohen—May end up_combining the 2 exiNM nsite dumpsters into 1. Extended stays are not offered or antic�==ap te1_d; average stay isM=nghts. Will contact waste management company to ask 16 requency, hours RN= sposal to determine how waste management needs will b�_met�. _— 4. A lighting plan depiq===g istics/type of xtures as we11_ a photometric plan with zero light spillage onto abutting �x& equested. 5. Check in for bo otels is afffvt ipated to be ii helobby of the existing hotel. ➢ A designateF NoTs-osswa`Ikbetween buildings and between the sidewalk and buildings is reciuested by Jo�ne�urit-61—0 6. Hyannis Fire Dement—DC=lylelanson _M ➢ Utility pole—fimeed tffiRam ved—this may take NStar a long time to do. _ Location of MY drant should be such that it will work before and after the utility pole =ems moved. -- ❖ Hydrair stallation will need to be done 1 sc Standee installation will need to be done early during construction =�' Iydrarit will need to be located within 100 feet.of the FDC (Fire Department nnection) ❖_Option to relocate proposed hydrant to another location on the property. 7. "Landscape plan will require additional plantings. Revised landscape plan requested: GMD ➢ East side of Bay Street will need more plantings within the hotel property, street trees or hedgerow was discussed. ➢ Any proposed additional plantings to already green areas owned by the Town will require approval of the Town Manager. ➢ A detail of the area of the corner of Ocean and Bay Street depicting proposed landscaping, existing underground utilities and other existing/proposed features is requested. 2 .�a ➢ Granite curbing should not be used along Bay St. as the street is narrow already. ➢ The edge of private versus public property should be delineated along Bay St. by using landscaping which incorporates a fence along the property line instead. 8. Water supply and pressure for the site and area was explained by Deputy Chief Dean Melanson: ➢ Due to the materials used(wood),the absence of a sprinkler system, and absence of fire stops within the existing ca. 1970 hotel building,the required gpm fire now needed to respond to a fire in the existing hotel structure was determined to be 5000 gpm today. A flow test conducted in February of 2011 revealed that o4.0.30 gpm fire flow is available for the existing hotel. The existing hotel is deficientON-water supply, however it is grandfathered: _ ➢ Due to the modern materials, building code etc. pro_�-_9se =be used for the new hotel, the required fire flow for the new hotel is only 750=gpm. Thgosed hotel building has enough available water supply. _ ➢ A fire at both hotel buildings at the same time is not a code consideration. ➢ A fire boat with the capacity to pump 2MU gpm could be utilized W -Rl would bring the available water to the site for both=e s_ting and pr-osed hotel builMl- fo approx 50%of required flow. ➢ Consultant's letter dated August 30, 2012 alsasfates the above statistics and makes the recommendation that additional need for water raaitions, new structures) should not be allowed without rectifying t�existing deficiency. s recommended by the consultants that approx. 1,1000ee existing 8-inch mam_on=Ocean Street (from South Street to Channel Point Road)b�reprMadd-th a new 12Anch main. ➢ It was noted by all present that t5cre are-o c eas of_�own existing that are similarly deficient for fire=flow availability. ➢ Water deficfncy=trrnined by ISOIinsurance)increases the amount of insurance property oSvners rmQ---��_ay. ➢ JoAniii-- h stated at the way in _,hich the water issue is addressed will be the decision of M wq er. 9. Ocean=Stree�mprovemeMMI ave been pos pond (originally 2013): JoAnne Buntich AX� Grant app cation folds from Massworks has been delayed and funding is not definite. == - New timeline--or-Ocean S_ eet improvements has not been determined. MODPW has a 25°yo=design available. ➢ jovements MR&hotel site would need to accommodate existing roadway cdnM ns. 10. Access conflic s th abutting Angler's Club were discussed: ➢ Adjust stairs and fence to avoid conflicts here. 11. Notice of Intent(NOI)will be filed with the Conservation Commission. It is not anticipated that this filing will result in changes to these plans. 12. The Building Commissioner determined that formal site plan review will not be required. E. Swiniarski, SPR Coord. 3 Final Construction Control Document H To be submitted at completion of construction by a w d Registered Design Professional for work per the 8th edition of the p�M SJev Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Harbor Hotel Date: 7/12/17 Permit No. B-16-1812 Property Address: 213 Ocean Street, Hyannis, MA 02601 Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description: Four story 68 unit hotel building I Keith A. Kelley MA Registration Number: 32167 Expiration date: 8/31/18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [X] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or `� electronic signature and seal: a Phone number: 603-527-9090 Email: keithk@opechee.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document N d To be submitted at completion of construction by a Registered Design Professional F , .�" for work per the 8th edition of the p�M SJev Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Harbor Hotel Date: 07/11/17 Permit No. Property Address: Ocean Street,Hyannis,MA Project: Check one or both as applicable: R-111 New construction 0 Existing Construction Project description: New 4-story steel and concrete framed hotel building. I Jeffrey S.Nawrocki MA Registration Number: 34168 Expiration date: 06/30/18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [X] Structural [ ] Mechanical [ ] .Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1.. Have.reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 1.7, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a inanner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 C.MR 107. Enter in the space to the right a"wet"or electronic signature and seal: JFFREY tQAWk K1 STRUCTURAL No.34168 Phone number: 603-433-8639 Email: jeff@jsneng.com � Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Ejoject No: Final Construction Control Document j P-95-04 To be submitted at completion of construction by a Registered Design Professional : for work per the gth edition of the Massachusetts State Building Code, 780 CMR,Section 107.6,4 1 Project Title:_ Hyannis Harbor Hotel Date: 14 July 2017 Property Address: 213 Ocean Street.Hyannist MA Project: Check(x)one or both as applicable: XX New construction Existing Cottstructzon Project description: Unit&Common.HVAC Installatians Elevator.Sha t/Medhanical Ventilation . I' [ T.Varnum Philbrook MA Registration Number; 3069.0 Expiration date: 30_ JUN 2618 am a registered design professional, and 1 have prepared or directly supervised the preparation of at]_desi 'plan , computations and specifications concerning: Entire Project Life/Safety _ Structural �XX` Mechanical I Fire Protection Electrical Other: Engineer-of-Record for the above named project. I,or my designee,.have performed the necessary professional services.and was'` rese�nt at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work � proceeded in accordance with the requirements of 780'CMR.and the design documents approved as part of the building. permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. ; 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable`. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar rwith.the progress.and quality of the work and to determine if the:.work was performed in a manner consistent ith the construction documents and this code. 4. Have presented a set of'As>Built' plans dated 14.JUL 2017 as an attachment. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"ors! electronic signature and seal: 2. vaRNlll� F G '. lO ©1 hncHAr�tc�,e No'-31000 f" f`� ° 'ITT Q�` Phone number: 508-385-8682 (o)&508.364=1301 (c) Email: Tvarnphil@Verizon.Net j Building Official Use Only t � Building Official Name: Permit No.: Date: . — i Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.if`other'is chosen, provide a description. Version 06_11 2013-mod 08_21_2013 tvp I Fin al Constructio n Control Document To be submitted at completion of construction by a ' Registered Design Professional for work per the 8th edition of the V Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Harbor Hotel Date: 7/12/17 Permit No. Property Address: 213 Ocean Street,Hyannis, MA Project: Check one or both as applicable: N New construction ❑ Existing Construction Project description: INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IN NEWLY CONSTRUCTED 4 STORY STEEL - TS DATED 7 1 17. I NATHANIEL PHILLIPS MA Registration Number: 39850 Expiration date. 6/30/18. ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [x] Fire Protection [ ] Electrical [ ] Other: for the above named project. 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1.. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its res onsibility regarding the provisions of 780 CMR 107. 'i1i OF Iygss9 � Enter in the space to the right a"wet"or go NATHANIEL electronic signature and seal: g R.PHILLIPS m v FIRE PROTECTION coNO.$9850 .q s yG�cOi15TFt'`F� �C�,► Phone number: (339)987-0375 '`Fysf;'.� � all: PHILLIPSFIRE.NP@GMAIL.COM Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document ' To be submitted at completion of construction be-a $ Registered:Design Prr}fessional �} for,work pet the Bch edition of the Massachusetts State Building Code, 780 MR)Section .107 Project Title: y�lj+vt 3.. !? Sate?:77 .1 71hPen _._.,. I'lgpe t> :dtfress C ._.;M- f'Fcliect: Check One or- Wtkusjkpplzcablc'' X New construction L Foisting Construction Prcijc�ct d scrio n,xf ' . .>_t►r.J Ij4,CI MA Registr Epirat�s�n'dit ��g;sferer ctr rxrr iiifi isacrrrut and 1 have prepared:qr dit tl' .stapery sed.tlie{nels�tration f'aI1 d i n sian . computations and.specifications concefiim;: [ j Architectural ( ] " trirtnral ' 1 MechanacaJ [ ], Fire Protection I"}ectxiC �# ( ] tither. Znrte 71Soe i ntst�xl'pr«ea t: 1 car me dzigri ,havt �orthd thee essary paofesssonl serutces end w as lir send the urtxttc€ioa�:srr�on ar >ii�ceatd p�ri�igc}�asgs Ter tip l��t'carrsy-lfrsirevle�tte,ir�tcirCriation,an; he�'ieC-thr�!ork. prai:eetled in accord x sei l tt re uerotn sits of 71it1 CMR,andthe�3eatgn do�umc�nt;'approved us part of thr butldtttg` perruit and:thttt 1 or my des�pi . 1 l tv racier eel,forrxnterrattce€rr thr�cotic- tz1"tlr4le �gn c-%rsrc.c.ptry,shop dr. witts; arrtpl s. nt3 c�€her subrtiit [5 1>�s the caaatr�cttir ita ,ersr�lan��v�ttt.tlic.t�cluir�imen€s;�rt.ffte.cians€ruction doeurnent.�, Have pcertirrritvd. e duties rctr regi,kered d !9nTrO_ess10093s in 7td{3 C,MR Chapter 17,as alxpliesilil : a. 4-Taa+e n present at intervAs.ap{rslmate€ca the stae,of.rn5trtxton:sa tsecatrse generEty,ratnliar itli the prress xntk'c c alit tri€tt4 vrcrr€e atd;irs tleterrnirtw i€il?e cuort prrl"cartraed iri.a tnaxatcr ccris5stra€Frith itte comtructlon documents.and this code_ 1�Tothiing in this document relieves the t,ontrac. :trciin ih4'�. prsavisios aF"�lift tw �l{ 3�7:: Enter in the space to the:right.a"weY'tyr. electronic signature and sal: Pktort�nt$tnk er mail- + N {{_ f3iiitdin i�tfie.ial tJso Onty 3 Uuild'ng Officiai Name. t'e;rtxaii A1x� ... .:...... t}i = Version 06 :l l 2013 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional a ,W for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Harbor Hotel Date: 7/12/17 Permit No. B-16-1812 Property Address: 213 Ocean Street, Hyannis, MA 02601 Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description: _ Four story 68 unit hotel building I Keith A. Kelley MA Registration Number: 32167 Expiration date: 8/31/18 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [X] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and sea]: o Phone number: 603-527-9090 Email: keithk@opechee.com . Building Official Use Only Building Official Name: Permit No.: Date: Version 06 112013 1 Project No: Final Construction Control Document P9.5-04 To be submitted at completion of construction by a Registered Design Professional r for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 4 i Project Title. Hyannis Harbor Hotel Date: 14 July 2017 I Property Address: 213 Ocean Street,Hyannis MA Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description: Unit&Common HVAC Installations Elevator ShafdMechanical Ventilation t . I T. Varnum Philbrook MA Registration Number. 30690 Expiration date: 30 JUN 2018, ant a registered design professional, and l have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Life/Safety _ Structural XX_ Me chanical t Fire Protection Electrical _ Other: Engineer-of-Record _ for the above named project. I,or my designee,have performed the necessary professional services and wast present at the construction site on a regular and periodic basis.To the best of my knowledge, information,and belief the work. proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the bui Iding permit and that 1 or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR.Chapter 17,as appl icabl i. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent`with the construction documents and this code. 4. Have presented a set of As-Built'plans dated 14 JUL 2017 as an attachment. Nothing in this document relieves the contractor of its responsibility regarding the provisions of Tau CMR 107. 4 i pit of I Enter in the space to the right a"wet"or j electronic signature and seal: ^t:VARtVt1M RHILgA ` MECHANICAL No,-30690Q 4 sSIONAL ECG Phone number: 508-385-8682(o)&508-364-1301 (c) Email: Tvarnphil@Verizon.Net " Building Official Use Only Building Official Name: Permit No.: Date:_ t Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.if`other'is chosen. provide a description. i Version 06_11 2013—mod 08 21 2013 tvp t l Final Construction Control Document To be submitted at completion of construction by a 1 j Registered Design Professional fu y/ for work per the 8u'edition of the Massachusetts State Building Code,780 CMP; Section 107 ProjectH. tt + +l� GlL7►Z��.O..!L_ p _ Date., 7 Permit�c. �{ adz _ --��-._ Property Address: �O�G� n! Proieci: Chick one or boih its applicable: X New construction J Existing Construction Project description:_pyl pVLF OA�ff fDG �y,,yt --._ _.... *�C�Xc.42..ar?�sr+2.3.L�!.�.�d_r�att,.L.lad_�►7'�_ � 1—�tC` Yt oae.Sa�•J Jde� MA.Registration Number. IV f EXpirdtion date: '3G�� �.urns, registered design;- ussionut,and 1 have prepared or-directly supervised the preparation of all design plans, computations and specifications corri:crriing: ( J Architectural ( J Structural ( J Fire Protection J� 'Electrical ( Other: apical [ I O Clther. .� , for the above named project. 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CM2 and the design documents approved as part of thi:building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept.shop drawings,sumplt:�and ether submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CM R Chapter 17,as applicable 3. Have been present at intervals appropriate to the stage of construction to beC*me:generally familiar with the progress and cuality of tire wori;and to determine ifthe work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contracto h 'gardi ig the provisions of 780 C:MR 107. raw Enter in the space to the right a"wet"or WOOLM electronic signature and sea: Phone number: 5 0 ��r 40�Q roa :snail:U�/bQLSQrd r±NrW P_ Building Official Use Only Building Official Name,____ � PermitNr, Dale Version 06_11_2013 Final Construction Control Document ' To be submitted at completion of construction by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:,Hyannis Harbor Hotel Date: 7-17-17 Property Address: 213 Ocean Street, Hyannis, MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Design& install fie alarm system in compliance with NFPA 72,NFPA 70, and 780 CMR 1 Steven E. Younis MA Registration Number: 46518 Expiration date: 6-30-18,am aregistered design professional, and 1 have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural Mechanical X Fire Protection Electrical Other: Describe for the above named project. 1,or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: l. Have reviewed, for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility re g the provisigns of 780 CMR 107. Enter in the space to the right a"wet"or / ��' tiG S electronic signature and seal: OUN' 'S 4 v FIRE PROTECTION No.4ssis 09 9FG(STEF4O Phone number: 508-813-8954 Email: s.younis@verizon.net FSSIpNP:1.EN�\� Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8a'edition of the Massachusetts State Building Code,780 CMR, Section 1.07 Project Title: Hyannis Harbor Hotel Date: 7112/17 Permit No, Property Address: 213 Ocean Street,Hyannis,MA Project: Check one or both as applicable: N New construction ❑ Existing Construction Project description: INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IN NEWLY CONSTRUCTED 4 STORY STEEL FR7MED R=PER NFPA13 AND A&E FIRE PROT CTION DRAWINUS - TS I NATHANIEL PHILLIPS MA Registration Number: 39850 Expiration date: 6/30/18. ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ) Architectural [ ] Structural [ ] Mechanical [x] Fire Protection [ ] Electrical [ ) Other: for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: l.. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. I Nothing in this document relieves the contractor of its res onsibility regarding the provisions of 780 CMR 107. JA OF Mass Enter in the space to the right a"wet"or �o NATHANIEL �yG� electronic signature and seal: R.PHILLIPS FIRE PROTECTION y NO,39850 Phone number: 339 987-0375a'`F Ja1Ji; lti�'U�� aii: PHILLIPSFIRE.NP@GMAIL.COM Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8'h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Harbor Hotel Dater 07/11/17 Permit No. Property Address: Ocean Street,Hyannis,MA Project: Check one or both as applicable: N New construction ❑ Existing Construction Project description: New 4-story steel and concrete framed hotel building. I Jeffrey S.Nawrocki MA Registration Number: 34168 Expiration date: 06/30/18 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [X] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR.Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. ItA Of IQ Enter in the space to the right a"wet"or electronic signature and seal: JEFFREY NAWROCKI r STRUCTURAL No.34168 Phone number: 603-433-8639 Email: )eff@lsnen .com �atStEi� g Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 * t THE Tpyy t Town of Ba rn sta b I e ��.h ' '"` ui���+ Building Deparfinet , 200 Main Street c_ `,Vu39 ,�•` Hyannis, MPS 02601 Tel. (508),.862-4038 ,.._ Temporary Certificate Of Occupancy Permit Number: B-16-1812 CO Issue Date: 7/19/2017 Parcel ID: 326-035-OEG Zoning Classification: HD Location: 213 OCEAN STREET, HYANNIS Proposed Use: Permit Type: New Construction -Commercial General Contractor: Keith A Kelley s Comments: HYANNIS HARBOR HOTEL 68 UNITS 7/19/2017 Building Official Date: Town of Barnstable Building i �� ; Post This Cart! � ,'at rt�s 1/isible,�Fro,"m �e� Meet Appr ved.Plans�-Must be Retained on Job,an�l this Card;,Must be Kept .x !' �iistedUntilfF nalhlnsYfection Has'f3ee acts � �" ��. ��� ` � �% ' '' R ;Where" ,,CertrficateofhOc u anc i Re o�retl such, "ul'dm 'hall o z eu � . 't,l a F'in lnk' echo `has beenE`made.;�." Permit Permit No. B-16-1812 Applicant Name: Keith Kelley Approvals Date issued: 09/12/2016 Current Use: Structure Permit Type: New Construction-Commercial Expiration Date: 03/12/2017 foundation: Location: 213 OCEAN STREET,HYANNIS Map/Lot 326-035 OEG Zoning District: HD Sheathing: Owner on Record: HARBORVIEW HOTEL INVESTORS LLC �' ontractor l+larr,a Keith A Kelley framing: 1 qj � - - Address: 28 JACOME WAY Contractor License CS-065525 2 y MIDDLETOWN, RI 02842 :__ st Project Cost: $3,898,335.00 chimney: Description: Construction of a new 68 unit freestanding addition`t`o theexisting Permit fee: $35,674.85 Hyannis Harbor Hotel project � R. Insulation: fee Paid $35,674.85 Final: .: , Project Review Req: Construction of a new 68 unit freestanding addition to the Date 9/12/2016 existing Hyannis Harbor Hotel project " n Plumbing/Gas X_" Y Rough Plumbing: Building Official final Plumbing: — "MJ 107 This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six monihs'after%suance' Rough Gas: All work authorized by this permit shall conform to the approved appl'acat>on anted iheapproved construction documer it4orwhh this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoningby laws:'a codes. Final Gas: N/ This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open#or pu lac mspecti n for the entire duration of the work until the completion of the same. 1.01 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building rid Fire OfficialsfaWe,ovidedldh tnisR'ermit. Service: Minimum of Five Call Inspections Required for All Construction Work: at 1.Foundation or footing , z `` � � ��� Rough: 2.Sheathing Inspection � .. .. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final' 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health_ OL Work shall not proceed until the Inspector has approved the various stages of construction. Final: N0 "Persons contracting with unregistered contractors do not.have access to the guaranty fund"(as set forth in MGL c.142A). Fire De pa men Building plans are to be available on site final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT V ` Jig )7 Town of Barnstable Building P. st;Th�s Card So:That.i sVisible''=From the-Street rovedPlans Must:be Retained onJob andthis•Card IVlus be::Ke t •• t; 'Postrrd Until Final iris e`ction Has Been Made a " Where a,Certificateof Occu aria, is Re aired such Bu�ldrn ishall=Not be Occu �ed;unt�lga?Final Ins eetron hasVbeen�made Permit � .zsv�y q,: ._... . .per p ..: a. Permit No. B-17-486 Applicant Name: MICHAELS MEAGHER JR Approvals Date Issued: 03/09/2017 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 09/09/2017 Foundation: Location: 213 OCEAN STREET,HYANNIS Map/Lot 326 035 0EG Zoning District: HD Sheathing: Owner on Record: HARBORVIEW HOTEL INVESTORS LLC Contractor Name MICHAEL S MEAGHER 1R Framing: 1 i Address: 28 JACOME WAYS Cont�ractorUcense' CS-102260 2 �� MIDDLETOWN, RI 02842 s °" Est Protect Cost: $160,000.00 Chimney: Description: To remove and replace 70 s uare siding and to remove grid re lace 74 ' p p q� g p Permit Fge: $160.00 awning windows no ro change 21 Insulation: Fee Paid: $ 160.00 Project Review Re To remove and replace 70 square siding nd`to remove and •' Final: j q: spate 3/9/2017 replace 74 awning windows no ro change Plumbing/Gas Rough Plumbing: FA ik v Building Official Final Plumbing: x This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within si ths after issuance. ft Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents'for which this permit has been granted. All construction,alterations and changes of use of any building and struresshall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open forJpublI inspection for the entire duration of the work until the completion of the same. _ g Electrical The Certificate of Occupancy will not be issued until all applicable signatures by he Buildi�g aindTife Offs als�are provided on th sspermit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection " 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-: �' Parcel �3� BUILDING EPT. Application � B p �1G ® pp Health Division Date Issued Conservation Division FEB 23 2017 Application Fee Planning Dept. TOWN OF BARNSTABLE Permit Fee too, Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 14 Project Street dress c2 13 - Village _ Owner c1�'✓i J DTI U� S L��.Address Telephone J ©SS " Lla-- - OC1 E Permit Request 4 O 11- _ a,-AL 104-C.L_ S S�-_ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 14 21 Flood Plain Groundwater Overlay Project Valuation I(w,ouD Construction Type L000J l41+-� Lot Size 3 Grandfathered: ❑Yes AIN�o If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure _ Historic House: ❑Yes *No On Old King's Highway: ❑Yes VNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial XYes ❑ N/o'1 If yes, site plan review# Current Use I f� lD l _oWliyi i U-M Proposed Use VVLti v,i uwt. APPLICANT INFORMATION -(BUILDER OR HOMEOWNER) - - Name C L,* Telephone Number 60�- C4 U Address Owv.- License # Home Improvement Contractor# / 0 Email g t Worker's Compensation # 6W J ALL CONSTRUCTION R RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEGy cI FOR OFFICIAL USE ONLY 5 APPLICATION # DATE ISSUED MAP/PARCEL NO. f . ADDRESS VILLAGE w , OWNER DATE OF INSPECTION: FOUNDATION FRAME y INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t . FINAL BUILDING 'DATE CLOSED OUT ' ASSOCIATION PLAN NO. i i y zTlie Commornvealth of Massachusetts Departanent ofIndushial Accidents ° Office.of Investigations 600/bashhggton Street Boston,MA 02111 -�`�� 4t'!4't9:i9tas�glll�'�daa Workers' Compensation Insurance Affidavit:Builders/Conti-actors,E-le.ctricianslPlumbers AppficaBt Information Please Print Legibly Name.(Busine&v0rgauizationMuh& 1): v Address.-- CitylState/Zip: l�k�' 1 � �. Phone-,u,- Are you an employer^Check the appropriate box: T pe of project(required): 1_�l] I am a employer with 4• ❑ I am a general contractor and I t : have hired the sub-contractors 6_ ❑New construction(fallandor part-tune)_ 2.❑ I am a sole proprietor or partner- listed on the attached sheet_ 7- ❑Remodeling There sub-contractors have ship and have too employees 8_ ❑Demolition II :working for me in any capacity. employees and have workers' [No iyorkers'comp_insurance comp-insurance.= 9_ ❑Building addition required-] 5- ❑ We.area corporation and its 10-0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]❑Plumbing repairs or additions myself [No tvorkets'comp- right of exemption per MGI. 12.❑Roof repairs ,and-ate have no insurance required.] c. 152,e 1(4), Other L employees-[No workers' 13_� 1?� P comp-insurance required_]-d to 9y °arty applicant that cheds bar=1 area also fill out the section below showinE their workers'compensation policy information. Homeowni!rs who submit Ehis affidavit indicating the),ate doing all vtoaA and Am hie outside contractors must submit a new affidavit indicating saute zContracro s ihst rhec.this box mast attached srt additional sheet shots the name of dye sub-cmin-s mrs-and state whether or not those eatide$hhl t employees. If the sub-contractors bo-ve employees,dLey Est provide their workers'camp-policy member. I ain art enipwor treat as pr dbW nwFkers'eonrpensadott insurance for uty ene Below is the policy and job sate infonnadom Insurance Company Name: Policy##or Self-ins-Lic_#:LOU, 600 SCC� t4(4 Q_Q f(v 14 Expiration Date. 0L 3 J 0 Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy numbs nd expiration date). Failure to secure coverage as required udder Section 25A of MGI.c_ 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year imprisonmenL as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.0i0 a day atains the violator_ Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage.Verification- I do hereby certify render tire. and penalties of etjuty at flee fnformation pm ide-d a bvir is to attd correct: n Si tare: Date: `r L) �y. Phone#: O yc� Us 3 official use only. Do not write in this area,to be completed by city or town official City or Town: PermitUcense N Issuing Authority(circle.one): 1.Board of Health 2.Building Department 3.Cityfrown Clerk 4.Electrical Inspector 3.Plumbing Inspector 6.Other Contact Person: phoIIe#; Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 1 200 Main Street, Hyannis,MA 02601 www.towa.barnstablemaus Office: 508-862-4038 Fax: 508-790-6230 .Property Owner Must Complete and Sign This Section If Using A Builder Owner of the subject property j hereby authorize eQL to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) sign of owner ate bbLk g Cc P-,k-�. Print Nanid If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:1UserslDecollikAAppf)ateU.4ca]\N icrosoftlWindom\TempwwyInkmetfdesTxnteaLOutlookl2PIOIDHR\WRESS.doc Revised 040215 i i Mass.Corporations,external master page, http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?... F _...,, -,...,�, ,., -_: -..:a`+B$ _ _„- �z.�-'3i r,=^—=.,,t£,., ,.,..• ;::....�:.: �',T.y.-:� _^.,y„ pv:s6-'..^ve, _ ,s Lrr _. ie t } Corporations Division Business Entity Summary ID Number: 043457109 Reques#certiiftcatgY- New search Summary for: HARBORVIEW HOTEL INVESTORS LLC The exact name of the Foreign Limited Liability Company (LLC): HARBORVIEW HOTEL INVESTORS LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 043457109 Date of Registration in Massachusetts: 02-25-1999 Last date certain: Organized under the laws of: State: DE Country: USA on: 02-22-1999 The location of the Principal Office: Address: 1209 ORANGE ST. City or town, State, Zip code, WILMINGTON, DE 19801-0000 USA Country: The location of the Massachusetts office, if any: Address: 213 OCEAN ST City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: GOULSTON & STORRS, P.C. Address: 400 ATLANTIC AVE. C/O ROBERT C. DAVIS, ESQ. City or town, State, Zip code, BOSTON, MA 02110 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER JON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842-0000 USA 1 of 2 2/16/2017 1:15 PM Mass.Corporations,external master page, http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?... MANAGER DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842-0000 USA The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842-0000 USA REAL PROPERTY JON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842-0000 USA ` { Confidential Merger Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Application For Registration Certificate of Amendment x,View f�hngs Comments or notes associated with this business entity: `New"search:;. I Y , 2 of 2 2/16/2017 1:15 PM Client#: 16665 2MEAGHERCO ACORD. CERTIFICATE OF LIABILITY INSURANCE DAT os 2zr2 122/2D/Yo16 s THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Ag PHONE 508 775-1620 FAX 973 lyannough Rd,PO Box 1990 E-MAIL ° A/c,Not: 5087781218 Hyannis,MA 02601 ADDRESS: 5O8 775-1620 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Associated Employers Insurance INSURED INSURER B: Meagher Construction Inc. INSURER C Timothy Meagher INSURERD: 776 Main Street Osterville,MA 02655 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRR TYPE OF INSURANCE ADD SUB POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MWDD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S POLICY F ECT LOC $ AUTOMOBILE LIABILITY COMBINED AdSINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB F�D�C,UR EACH OCCURRENCE $ EXCESS LIAB IMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WCC50050054422016A 6/23/2016 06/23/201 X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $10O 000 OFFICER/MEMBER EXCLUDED? � NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,11 more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 260 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATNE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S172454/M172453 LS1 `= Massachusetts Department of Public Safety Construction Supervisor Board of Building Regulations and Standards; Restricted to: j k1VUnrestricted-Buildings of any use group which contain License: CS-102260 less than 35,000 cubic feet(991 cubic meters)of Construction Supervisor tt" enclosed space. MICHAEL S MEAGHER JR 97 EMERALD LANEja MARSTONS MILL S MA''v2648 nn II Failure to possess a current edition of the Massachusetts �ZC; CA--' � Expiration: State Building Code is cause for revocation of this license. Commissioner 11/05/2018 DPS Licensing information visit: WWW.MASS.GOV/DPS e epomviraarecuetc�C/a�C/�taa�ac/uaett License or registration valid for individul use.only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation egistration 162,938 Type: l0 Park Plaza-S a 5170 01fExpiration4/27/2017 DBA Boston,.MA 02 6 I l 1%�r, ��:�aJ MEAGHER BROTHERS CONSTRUCTION MICHAEL MEAGHER JR � r _ 97 EMERALD.LN k 4> MARSTONSMILL,MA 02648- " C Not v it w� hoot signature Undersecretary Town of Barnstable Hyannis Main Street Waterfront Historic District Commissi �,tiQT T;LIT;, ;r� lY" ,� www.town.barnstable.ma.us/hyannismainstreet Decision —Certificate of Appropriateness ?16 nEl: 1 Pti 1 1,1+; Newport Hotel Group d/b/a Hyannis Harbor Hotel 213 Ocean St., Hyannis The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article I1I,Hyannis Main Street Waterfront Historic District,hereby approves a Certificate of Appropriateness for the f lowing property: t Property Address: 2 Ocean Street,Hyannis (existing building) Assessor's Map/Parcel: 326/035/OOA At the December 7,2016 hearing, after consideration of the testimony given and materials submitted by the applicant and members of the public, the Commission found the proposed design for the exterior renovations as outlined, will appropriately contribute to the historic character of the Hyannis Main Street Waterfront Historic District. The Commission considered the material, design, color, location, and context of the proposed renovations and found it to be appropriate for the protection and preservation of the district. Based on these findings, the Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. The application dated November 14, 2016, as presented for residing and awning window replacement at south faVade and a portion of the west fagade on existing building is approved,with the suggestion of a four light divided grill window type. 2. The Applicant shall obtain any required permits from the Building Department. Present and voting in the affirmative to grant the certificate of appropriateness were: Paul S. Arnold, Marina Atsalis, Brenda Mazzeo,Taryn Thoman and John Alden Opposed:None Absent: Dav' C b n mothy Ferreira Paul SKArnold,Chair Dat Hyannis Main Street Waterfront Historic District Commission cc: Richard Fenuccio,for the Applicant/Owner Building Commissioner File 1,Ann Quirk,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this dayoLInKae'Ll under the pains and penalties of perjury. - e Ann Quirk,Town Clerl ' _ Town of Barnstable Hyannis Main Street Waterfront Historic District Commission Application Certificate of Appropriateness Application is hereby made for the issuance of a Certificate of Appropriateness under M.G.L.Chapter 40C,The Historic Districts Act for proposed work as described below and on plans,drawings or photographs accompanying this application for: Assessor's Map No. 326 Parcel No. 035/OOA Address of Proposed Work 213 Ocean St. Hyannis, MA Applicant Name Newport Hotel Group Applicant Mailing Address 28 Jarome Way Town/State/Zip Middiptown, R1 02842 Applicant Phone Number 401-345-0900 Applicant E-Mail DCohen@NewportHotelGroup.com Property Owner Name (Same as Above) Owner Mailing Address Town/State/Zip Owner Phone Agent or Contractor Name Richard Fenuccio/ BLF&R Architects Agent or Contractor Address 203 Willow St Town/State/Zip Yarmouthport, MA 02675 Agent or Contractor Phone 508-362-8382 Agent or Contractor E-Mail Rick@capearchitects.com PROPOSED WORK Please check all categories that apply: Building Type: V Commercial ❑ Residential ❑Accessory ❑ Other Work Proposed: 1. Building Construction: ❑ New Building ❑Addition VAlteration 2. Exterior Alteration: ❑ Windows ❑ Doors &(Siding ❑ Roof Other Deck/railing replacement at one deck for sample viewing. 3. Exterior Painting: Sf (Complete deck& railing replacement to be future) 4. Signs: ❑ New sign ❑ Alteration to existing sign 5. Accessory Improvement: ❑ Fence ❑ Parking Lot ❑ Outdoor Dining El A P P V 6. Other: ED Page 1 of 3 d ^ 7 OF RARE! i,',rL, f4.0 ,, 'dIAIN STV+ ,, 7 Hli)CuriiC DISTRICT CJM oISSIGN ty. S r RECEIVED IgUI 21 ZU 16 GROWTH MANAGEMENT Town of Barnstable Hyannis Main Street Waterfront Historic District Commission www.town.barnstable.ma.us/HyannisMainStreet CERTIFICATE OF APPROPRIATENESS APPLICATION SUBMISSION REQUIREMENTS Application—3 Copies Complete all sections and provide a detailed description of the proposal. Supporting Materials—3 Copies ❑ Samples Material samples for all changes to exterior materials. Color samples(paint chips)for changes to exterior colors. Manufacturer's specification sheets for fixtures,furniture,fences,etc. (Note: If samples are too large to submit with the application,they may be brought to the hearing.) Photographs Include pictures of the affected area. For new construction, redevelopment, rehabilitations,'or additions: Plot Plan/Site Plan A plan showing all structures on the lot and all additions or changes. Elevations Detailed elevations of all building facades, including dimensions and material specifications. ❑ Landscape Plan Detailed plan showing types,sizes,and quantities of plant material. $75 Filing Fee The$75 fee must be submitted with the application. Checks should be made payable to the Town of Barnstable.We are unable to accept credit/debit cards. Postage Stamps Contact the Growth Management Department for the number of required stamps. Stamps are required for abutter notification. IMPORTANT INFORMATION All decisions of the Commission are subject to a 20 day appeal period. Approved applications may be picked up at 200 Main Street after the appeal period has ended. Please speak with staff for more information on the appeal period. • Review the Historic District guidelines for information on recommended designs,materials,colors,etc. • Providing all requested information with the application will prevent delays in processing and hearing your application. • The applicant or a representative must be present at the scheduled hearing;delays or a denial may otherwise result. • Approvals from the Historic Commission are required before you can apply to the Building Division for required permits. If you have any questions, please call the Growth Management Department at (508) 862-4665 or contact Elizabeth Jenkins at elizabeth.ienkinsetown.barnstable.ma.us. . Growth Management Department • 200 Main Street • Hyannis, MA • 02601 Hyannis Main Street Waterfront Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET Please complete this sheet only if new building construction or alterations to an existing building are proposed. Fill out all sections that are applicable to your project. Include materials,specifications,dimensions and/or colors to be used. FOUNDATION 1. Existing concrete to remain or 2. Existing concrete to be covered with stone veneer Clapboards: to match new panels.shingle Cementitious clapboards & SIDING TYPE P 9 P COLOR hotel clapboards Shingles: To match existing CHIMNEY TYPE N/A COLOR GP aa shin les ROOF MATERIAL N/A COLOR ROOF PITCH N/A- Existing to remain DOORS N/A COLOR WINDOWS Existing awning units to be replaced COLOR White SHUTTERS N/A COLOR TRIM Various new 1X PVC trimboards COLOR Painted-white to match GUTTERS N/A PATIO/PORCH/DECK GARAGE DOORS N/A COLOR OTHER APPROVED -. 7 ., TOWN OF BARNSTABLE Page 2 of 3 HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION Hyannis Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORK • Provide detailed specifications of the proposal. • Include a detailed description of changes to existing conditions, if applicable. • Describe proposed materials to be used,desired colors, manufacturer's specifications,etc. • In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet,if necessary. The proposed alterations include for portions of the building shown on drawings: I ) Replacement of existing awning windows, andtrim-at_south facariP 2 ) Removal of wood sidewall shingles along the south facade and a portion of the west facade and replacement with cementitious shingle panel at the 2nd floor and cementitious clapboards at the 1st floor level . Provide misciellaneous r lnningtrim with painted PVC 4 ) Provide stone veneer at existing concrete foundation along south facing facade 5.) Replace one two-story deck structure with new decking and railings Signed Applicant-Agent Richard Fenuccio, BLF&R Architects, Inc. Date 11/14/2016 AE TOWN OF & HYANNIS MAIN aTt± HISTORIC DISTRi'C'. Page 3 of 3 inn ' •��� � • ,.� .,, ski �''{fft r-" .µ ,,F' -*. 1�'�$k�$A $���,lA ,�-�.,� .,,:_� � =�` �'' IN I lift w ------------- q I 0. t HardiePlank® Lap Siding Product+Descrption a y Y �U2 `e HardiePlank®lap siding is factory-primed fiber-cement lap siding available in a variety of styles and textures. Please see your local James Hardie®product dealer for product availability. HardiePlank lap siding comes in 12-ft. lengths. Nomi- nal widths from 51/4 in.to 12 in.create a range of exposures from 4 in.to 103/4 in. CL HardiePlank lap siding is also available with ColorPlus®Technology as one of James Hardie s prefinished products. €°a— ` ColorPlus®Technology is a factory applied,oven-baked finish available on a variety of James Hardie siding and trim products.See your local dealer for details and availability of products, colors, and accessories. 3'd ' N The HZ5®product line is right at home in climates with freezing temperatures, seasonal temperature variations, 33 snow and ice. HZ5®boards are the result of our generational evolution of our time-tested products. We've evolved our .0 N substrate composition to be specifically designed to perform in conditions found in these climates..To ensure that its m N� beauty matches its durability,we've engineered the surface for higher performance, giving it superior paint adhesion .:,,°..... and moisture resistance. In addition,we've added a drip edge to the HardiePlank®HZ5®lap siding product to provide I m improved water management in conditions specific to HZ5®climates. 3 �m n CL mn t m� CL jL 7 ma S m� Cedarmill® i 'Smooth 1 '-- ,Beaded CedarmNO �3 L y , N 4. r m� Beaded Smooth Colonial Roughsawn Colonial Smooth ! o Dnp Edge T - I Slop 1 P3 1 i m Q Q TOWN 0 Sv HYANNIS MAI ONT HISTORIC DISTRICT ;u�i'iISSICN _- 85 INSTALL`A$TARTER STRIP 4: ;, r , Water-resistive barrier 3 y HardiePlane lap siding requires a starter strip beneath the first course to set Install starter it on the proper angle and to create a proper drip edge at the bottom of the strip over the siding. Starter strips are easily made b ripping 11/a-in. pieces of HardiePlank weather barri4�i 9 P Y Y pP 9 P and even with i the bottom of siding from full or partial planks. o the sheathing21 ~"LL The bottom of the starter strip should be installed even with the bottom of the mudsill or the bottom edge of the sheathing.The strip must be installed E over the water-resistive barrier, but occasional gaps should be left in the starterstarter strip to allow any accumulated moisture behind the siding to drain away safely. strip E OVERVIEW OF HARDIEPLANK LAP SIDING T/Paccurate fastening,snap vertical chalk ,V LL 7 . - s :lines on the�water-resistive barrier at the center of every sto-d iocaf on. I c P _m N G It TIE 3 $m ( Ar des 70t Water-resistive barrier 1.1 a Ea k Framed wall with , t M ± structural sheathing t --_..... ._ ..> ".�+ r`.. "�;1.1 _ .' ;: „ � ,. •� t� �, � f v yg 4 x j ymF r e a 4 l,v rile .. if,4. a � stall�factory ends of es; _ k`` 3 planks at butt joints Framing square and torpedo level transfer Stagger butt joints a 99 j the course elevations _} i minimum of 2 stud bays _.m_ ., , � •' for 16-in.O.C.framing Joint flashing LJ IL 8a h: a- # .Ends of planks must PRO 2 land over a stud a z Starter strip builds out siding o F e t t to the proper angle TOlAiN OF W, �S d f,61 E r: . ... HyANNIcc M 411 u 7T� r'ITERFFi'.SiiVT ----.. ��� ,ti�, �� HISTORIC D19TRlyT C0MtviISStON ` ? Q He'l t cs a - TP HardieShingle Siding :Product Description r ' f t HardieShingle®siding is fiber-cement shingle siding for sidewall applications. HardieShingle siding is available as straight-edge panels or staggered-edge panels 48-in. long by 16-in. high. HardieShingle panels also come as N C N decorative half-round shingles. For smaller coverage areas, individual shingles are also available in 4.2 in., 5.5 in., 6.75 in., 7.25 in. &10 in.widths. Please see your James Hardie dealer for local availability of these products. m £ i HardieShingle siding is available as a prefinished James Hardie product with ColorPlus®Technology.The ColorPlus coating is a factory applied,oven-baked finish available on a variety of James Hardie siding and trim products. See your local dealer for details and availability of products,colors and accessories. y C � C E E - C✓� d y� N LL C . LL =3 Half-Round New Staggered Edge Panel C ((}} =0 •! ; f�V', - ; : V' •Tab Y ,� f jE Js Ll a New Straight Edge'Panel New Individual Shingles CL my - 1p{ m'-E APP A -} , @ O V v a ao j a ,o # ` TOV%titOF!3MtR,NSTABLE w ' { H fakiUNIS MAIN ST riVATERPPONT HISTO RIC LASTRIC-r C:?Mtv4tyStDN Uj 96 n, 3m 0 INDIVIDUAL SFi177 NGLESy _ ._..... Like conventional wood-shingle siding, yt'1 Water resistive barrier' o HardieShingle®siding requires the use of a starter strip and a starter course before sheathed wall € f installing the first full course of shingle ° Snapped chalk lines panels or individual shingles.The starter guide installation,useur i o strip sets the initial shingles at the proper a straight edge on a m bottom of shingles if � - �` o.o angle and the starter course provides solid uniform straight edge �,, m backing and keyway coverage for the first is desired 0 0 �e shingle course. ' (� 4� F m 1)The starter strip should be installed over " ® �g ;- ? a the water-resistive barrier.Starter strips _ ► , ;, , can be made by ripping 11/4-in.lengths *,rr, k, " 4 from full or partial planks of HardiePlane siding. t , . w' t ' ; ; a A 2)Use HardiePlank 81/4-in. lap siding for N f the starter course. i) i 3)Snap a level chalk line 81/4 in.up from E �� l a,' m a the bottom edge of the starter strip. °� •' 't'i , leave at least 1 1i4 in, va between keyways on 4)Position the top of the starter course , ,k successive courses. t 3a along the chalk line, use a straight edge1, } ; starterc"u e covers keyways on bottom of shingles if uniform straight ,-oricffiist shingle course. [ edge is desired : Rm 5)The first course of shingle siding is then Starter strip starts shingles at the proper angle. 3 installed even with bottom edge of the Y sndo� starter course. f" TIP:For the best appearance,apply shingle widths m a ram manner, y•W to avoid creating a repeat pattern Pre=planning of each course is xM When installing individual HardieShingles, be sure to °recommended to aid appearance and t6avoid stacked seams. d space shingles no more than 1/4 in.apart.Spaces m between shingles should not be within 11/2 in.of the "TIP:Stainless steeifasteners are recommended when installing spaces in the courses above and below. ;�`James Hardie produats 'HARDIESHWGLE SIDING FASTENER SPECIFICATON IS: a — ailing subsfrates`Pie- ase refer to the applicable ESR report oniine(see back 3 p 9 J to eterm ne w"h ch fastedermeets voouornwind load•desig Menat Brifenent n P p � d Fastening Substrate AVP Fastening Tvpes .'Corrosion-resisfant Minimum sldrng nails 1 t/a in _ in. 9 ` r 2 nails per shingle on 4.2-in _ 1 thick �KD[11 Tong should be used "' `5 5 in.,6 75 in:,7 25 ink and roofing nail p plywood 446 apply individual; "10-in.shingles; GA].121 x.371 in.z 1.25 in, ° e to in. Minimum HardWhinglee to z� 4 rnmimum r/ts m d A thick OSB O �M�091in siding nail x, is 2 sheathing .x.221 in.x 1.5 in, OBtra edeathing 16in.or iPos►tion na►/sF/2 m la in.o.C. rtishank to 1 in from,the side $ wood studs 083 in.x.187 in,x 1.5 in. siding nail it edges of the shingles ayi coo Directly to © and 8 t/s in to`9 rn.up k ;u n minimum r ET&F f1b itheBOHM r did ` 7116in. 13 PaneHast�ilg,< 5.t.1)tfi � 1c�cyy�.lfi thick OSB AGS-100-0150 of,+the shingle ll .. tin -, (.313 in.x.100 in.x 1.5 in.) y T - mason nail 16 in.or _ masonry o 0 a 14 zto a� 24 in:O.C. ASM-144-125 steel studs (.30 in.x.14 in.x 1.25 in.) �y 97 AZEK Pr9duct Line 1. RAIL Designed to last beautifully.- Premier Rail Reserve Rail Trademark Rail w s TZ rK 4 4 Slate Gray Brownstone Kona° Black White White White �j Composite Baluster Aluminum Round& Cable Glass Kit Top and Support Rail Top and Support Rail Top and Support Rail Square Balusters Glass not included (Premier) (Reserve) (Trademark) 5.5 x 5.5 Post 6 x 6 Post Secure Mount Post Pyramid Cap Island Cap Post Skirt Lighted Island Cap Post Cap Module Riser Light In-Deck Light Accent Light Under Rail Light ADA Hand Rail and Example of Accessory Accessories Items AZEK Rail is available in three distinct profiles: AZEK Premier AZEK Trademark AZEK Reserve The classic Victorian railing. Colonial look that works well Generously sized railing that Colors include: with any housing style. offers a luxurious look and feel. - White Available in White. Available in White. - Brownstone - Slate Gray - Kona° _ - Black A % TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION All AZEK Rail products and sizes listed on following pages. o Town of Barnstable �g Building P„ost.,Th�s:Card So That;�t�saV.�s�ble Frgr�i.the Street..A roved:Plans Must,be Retainedo„n Job•andthis.Card Must-be-Ke t BARrFSrrA[is:Q �,., ,,;. ,r 5 .V c. a', , �F f `•. Posted.Until Final Ins ection Has„Been Made ?� .,, ,,,,,. .: ,�, .fit'., � �.,�. ,,,,. ,.....� '� � ° p ' c' ied until a l�rnal-Ins ection`iias beerr,made er Where a Cetifi�te of Occupancy�s Required,such Burldmg�shall Not be O cup p ,. ,� ,• ,.. . N �, ., .nas .,, . �a. . �a ., � Permit No. B-16-1812 Applicant Name: Keith Kelley Approvals Date Issued: 09/12/2016 Current Use: Structure Permit Type: New Construction-Commercial Expiration Date: 03/12/2017 Foundation: Location: 213 OCEAN STREET, HYANNIS Map/Lot 326-035 OEG Zoning District: HD Sheathing: , Owner on Record: HARBORVIEW HOTEL INVESTORS LLC. max: Contractor Name: Keith A Kelley Framing: 1 3 I Address: 281ACOME WAY � O .Contractor License: CS-065625 2 MIDDLETOWN, RI 02842 Est Project Cost: $3,898,335.00 Chimney: 4 "z F.n Description: Construction of a new 68 unit freestanding addition to the existing PermitFee: $35,674.85 Hyannis Harbor Hotel project Insulation: 3I2,3 17 y Fee Paid,: $35,674.85 J q g Date 9/12/2016 Final: Project Review Re Construction of a new 68 unit freestandm laddition to the ok 7/g 17 existing Hyannis Harbor Hotel project � ,� w �� Plumbing/Gas .A �9 �«Y hit '• � 5'.f _ '��'V �... .... " g v Rough Plumbing �•, _ . . y Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months after issuance. . ; Rough Gas:: All work authorized by this permit shall conform to the approved applJcation and the approved construction documents#or which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lawand codes. •� Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publiclin spection for the entire duration of the work until the completion of the same. • , Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: g p § s ' 1.Foundation or Footing ; Rough: i .x 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health ,!Work shall not proceed until the Inspector has approved the various stages of construction. Final: ,,,',"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Filter!by Department: — - Reviewer Action{ _ {Department—}Staters {Date BuildingP Pf lauizo:nj Issued 9112120161'0:54... shear Reviewed Zoning->A,pproved S112PL01610:45... shear Reviewed Building-Admen->Approved W1212016 10:06... ilauzonj Reviewed Fire->A:pproved 9190016 4:10 Pt herrandk Reviewed Hyannis Main Street Waterfront Historic—>Approyed 9192016 231 PM herrandk Reviewed Hyannis Main Street Waterfront Historic—>Approvad 919P2016 2:30 PM :herrandk Reviewed . Hyannis Village Zoning—>Approved 9MI20116 2:30 Ptil brighama (Reviewed GM,-Planning->Approved 94'9QO116 2:28 PMi svifiniare Reviewed Site Plan IRevievi—>Ap;proved 8fl 10016 12:32... a+,runderlm Reviewed Conservation-->Apprmred 81 201'69:102AM ~'000r edit Reviewed Health—>A,pproved 7r'20f20169:26AM shear Reviewed Building-Admen-->;Pen-ding 711&2016 9:03 AM IU w. LAW OFFICES.OF MICHAEL.FORD : ATTORNEYS AT LAW 72 MAIN.STREET,P.O. BOX 485 21]1,) 27 WEST HARWICH,.MA 02671 TEL. (508)430-1900 FAX(508)430-9979 _- - lawofficeofinichaelford@verizon.net MICHAEL D.FORD JEFFREY M.FORD Hyannis Main Street Waterfront Historic District.Commission Attention: Elizabeth Jenkins 200 Main Street Hyannis,MA 02601 - RE: Hyannis Harbor Hotel/Request for Informal Meeting May 31,20.13 Dear Members of the Commission: This office.represents the Hyannis Harbor Suites Hotel, LLC or Nominee and I Iarborview Hotel Investors,LLC.,who are the owners of the property located at 213 Ocean Street,Hyannis MA. Please accept this letter and attached plans as a requests to be placed informally on your upcoming June 5,2013 meeting agenda. Asper plans attached,the owners are proposing the construction and operation of a new four(4)story year=round hotel with up to sixty six(68)total rooms,-each containing_its own kitchen facility. The property'is addressed 213 Ocean Street,Hyannis,MA, located_ in the HD Harbor District and is shown on Assessor's Map 326 as Parcels 035 respectively. The-total area of the property subject-to the application is approximately 161,930 sq ft(3.71+acres). I have included a copy of the most current Site Plan,as well as the proposed elevations. The project is also on the next Planning Board meeting agenda scheduled for June 10, 2013. Please let us know if we can provide you with any additional information leading up to the meeting. f Very ly yours, 1 CC:Clients: Jeffre M. Fo Esq -- Town of Barnstable - ; Growth Management Department Hyannis Main Street Waterfront Historic District Commission www.townofbarnstable.ma.us/h yannismainstreet To all persons deemed interested or affected by the Town of Barnstable's Hyannis Main Street Waterfront Historic District Commission Ordinance under Chapter 112,Article 111 of the Code of the Town of Barnstable,you are hereby notified that a heanng was held at Town Hall,367 Main Street, Hyannis, MA Selectmen's Conference Room,2nd Floor 6;30pm on Wednesday June 5,2013. '�A V\ k ft `MINUTES Members Present: George Jessop-Chair, Paul Arnold, Marina Atsalis, Joe Cotellessa and Bill Cronin, Meaghgnn Kenney and Brenda Mazzeo; Members Absent: Dave Colombo Staff Present: Theres a Santos,Pnp nci al Assistant and Elizabeth Jenkins of the Growth Management Department A quorum being duly present, Chair Jessop opened the meeting at 6:31 PM An announcement was made by Chair Jessop stating the meeting is being red'ft gd broadcast on Channel 18 and in accordance with MGL Chapter 30A,s.20; and requested that anyone taping this meeting to please make their,presence known. ;. .. Continued Business A�h lkw Warren Reid for Prova Brazil, 415 Main Street, Hya n►s, M p 326 Parce1014(continued from April 1.7,�2013) Outdoor Charcoal Barbeque Gazebo and Gnlh, Representation delayed � Jiid lo, ��a.= Motion duly made by Meaghann Kenney,seconded by IVlanna Atsalis to defer the application to the end of the meeting , Vote:So voted unanimously 3 - Elaine Stathe d/b/a for Ela►ne&Yong's Place;�572 Main Street, Hyannis, Map 308,parcel 278 Outdoor dining, Location' Hardship Sign k Represented by Yong Mavor Location hardship sign _ • ReA,erings,reviewed (Exhibit B) . • Two designs submitted, 21VIs. Mavor prefers the sign with the following language_: Elaine&Yong's Place/Breakfast Buffet and-Lunch/Toaay's Specials • Chair Jessop stated that this location was the original site applicable for a Location Hardship sign Motion duly made byMarina Atsalis,seconded by Paul Arnold to accept the design for a Location Hardship sign as shown_ Vote:,so voted unanimously Furniture • Submitted style reviewed; no benches will be used Motion duly made by Paul Arnold,seconded by Bill Cronin to accept the outdoor chair and table as=show in the documents submitted and dated May 20, 2013 Vote: Ave—Atsalis,Arnold,Mazzeo, Cronin, Cotellessa,Jessop Abstain-Kenney Motion passes Warren Reid-for Prova Brazil, 415 Main Street, Hyannis, Map 326 Parcel 014(continued from April 17, 2013) Outdoor Charcoal Barbeque Gazebo and Grill Represented by Warren Reid, Project Manager • Updated renderings submitted into record and reviewed (Exhibit C) Discussion • Chimney height: Chair Jessop requested clarification from Elizabeth Jenkins who reported that it is not a Board of Health regulation it is a Building Code regulation which requires a vent cap to be a minimum of 2'from the base of the roof;the Building Commissioner informed Ms. Jenkins that often times the manufacturer, depending,on the specs of the hood within the structure would require an additional foot of clearance. Under.' building building code0t cannot be less than 2';chimney height is 36"above the roof • Chimney vent is fan-induced and made of stainless steel;exterior could be left to uveather aturally, be made with a satin finish or be covered; height to be determined by the manufacturers specifications _X f • Roof options: proposal includes either flat or hip; members prefer a flat rood_hne with-,the design of the man structure • Bill Cronin expresses opposition to the entire structure citing the amount of tim6i Volved in the renovation of the building.fagade which was to be brought back as close to the'Viginal structure,the addition of'the bar and statue actually hide the building • Closure of the 6'x3'serving counter opening is to be an mechanical roll down shutter painted white • Members prefer a satin finish on the stainless steel ctimney vent . Motion duly made by Meaghann Kenney,seconded by Paul Arnolih,to approve the;,application with the modification of a satin finish stainless steel vent on the chimney;-a flat roof des►gn.with removal of perimeter brackets, and a mechanical roll up painted white closure to match ez►s inq structure Vote: Ave—Atsalis,Arnold,Mazzeo and Kenney andilessop _o Nay—Cotellessa and Cronin AVE AM Motion passesMl _ . New Business A = ^ _ Fredy B. Chavez d/b/a Food Port International Market,j338 Main Street, Map 327 Parcel 089 .,a, Business Sign, Open/Closed Sign,Trade=Flag and Awnings Represented by Fredy,•B:Chavez ����a, �r • Application reviewed (Exhibit D) Business sign v e • Sign to be painted onwood as shown on the application • To be,hung on existing bracket; proposed sign size to be slightly smaller than previously hung sign • Sign do,be lit,with Gooseneck lighting which will be mounted on the wall on both sides of the sign • -Flags:_on sip..a country'specific Awnings: 4 • 157 Awnings seeking one awning which fronts Main Street and four individual awnings for the windows facing Barnstable Road; colorto.,be a blue and tan stripe; swatch sample displayed for review • Main Street awning to be hand cranked as opposed to a fixed frame; awning to have scalloped sided drip edge • Window awnings to fit the windows: not wider than the brick opening and fit the sidewalk which is no closer than 7' from the sidewalk according to code • Mr. Chavez requests the addition of an awning over the door which faces Barnstable Road; Chair Jessop advises that the awning should fit between the arc and the head of the door itself • Clarification requested:there will be a total of four(4) individual awnings to fit above the windows facing Barnstable Road;one(1).awning over the door facing Barnstable Road and one retractable awning to replace the existing awning facing Main Street;colors to be blue and tan stripe • Corner door to remain as it is with no awning Open I Closed sign 200 Main Street,Hyannis,MA 02601 2 367 Main Street, Hyannis, MA 02601 . ,t F • To be a two sided flip sign for the front door. Trade Flag • To be a 3'x5'tri color open/closed flag • Mr. Chavez requested and received approval to change'the colors of the trade flag periodically to reflect countries served Motion duly made by Meaghann Kenney,seconded by Joe Cotellessa to approve the wooden painted sign with _goose neck lighting, one two sided open/closed sign, one trade flap and 4 blue and tan striped canvas awnings above the windows on Barnstable Road, one awning in same material above the door on Barnstable Road,and one retractable awning on the front of the building on Main Street which will be changed to the blue and tan striped canvas material to match those on Barnstable Road as presented with scalloped sides drip edge Vote:So voted unanimously Paula Martini dlbla Spadicure Nail_Salon,.569 Main Street, Unit 3, Map 308 Parcel'A",OOF y VON, Business Sign, Open/Closed Sign, Trade Flag F. Represented by Paula Martinis Application reviewed.(Exhibit E) • Business sign to be 20"H x 40"W and painted on wood; no color sample submitted with the application; Chair _ Jessop requests u t a color ample be submitted for the file record Si • gn bright p' s permitted providing it matches that of other Main Street businesses, i.e. Bella of Cape Cod Meaghann Kenney suggested Ms. Martini speak with the sign makerto address a morehistoric font • No lighting is proposed at this time • Trade flag to be 3'x5'of nylon material and willfbe positionetl�to meet ADA compliance; color of flag to match the -business sign _ • One neon open/closed sign in red \ w Motion duly made by Bill Cronin,seconded by Joe Cotellessa to accept the design of the business sign for Cape Cod Spadicure as presented with the request of a,661or sampl to be submitted for the file at 200 Main Street, one Trade flag in pink to match the business sign, nd one neon open/closed sign in red Vote: Ave—A tsaffs,Arnold, Mazzeo, Cronin, Cotellessa and Jessop Abstain-Kenney Hyannis Main Street Business Improvement Distric"SID) Three(3) Public Welcome Signs(placement to beat 200 Main Street, Sherman Square and West End Alley) **Meaghann Kenney recuses _ a *.Brenda Mazzeo clarifies ability to participateias she is a-member of the BID; Chair Jessop states she main remain and participate. v Represented by�Elizabeth Wurfbam , . - • A licafion and updated sam"les reviewed' Exhibit F pp p (_ ) Locations • Two larger signsWbelocated one each at 200.Main Street/Yarmouth Road and one at Sherman-Square, one way- finding sign to be located at the West End Walkway, • . Sign placements have been reviewed by Roger Parsons of the TOB/DPW; size and angles benefit both vehicular , and foot traffic Marina Atsalis speaks to an,alternate°location, specifically the triangle area located at the corner of Main Street and ` Center Street; need to assist travelers coming from the Route 28/Yarmouth area; not in favor of signage at Sherman Square • Ms. Jenkins speaks to the review of signage along Main Street and within the District;it being a busy gateway and that the suggested location at 200 Main Street opposite of Yarmouth Road has better visibility and less of a distraction to drivers where there is concern about the amount of signage at the triangle at Main Street and Center Street and it is often difficult for pedestrians and drivers to navigate Design • Chair Jessop states a preference for the word/mention of"historic" be included; Commission members agree 200 Main Street,Hyannis,MA 02601 3 367 Main Street, Hyannis, MA 02601 Y > • Ms. Wurfbain refers to an Urban Land Institute study which suggests identifying Main Street through signage • Ms. Jenkins stated that the intent is for them to be gateway signs into Main Street, not directional signs • Sign language options reviewed • Ms.Wurfbain clarifies purpose of signage is to improve the branding of Main Street and is amenable to removing the arrow on the bottom of the signs • Ms.Jenkins to inquire of DPW as to whether the signs could be a bit larger • West End walkway sign to be black with white lettering and symbols identifying restrooms and parking Discussion • Distinction between'downtown Hyannis' and 'Main Street Hyannis' - Workshop suggested to review sign designs and placement • Decision and timeline of installation of signage for the season discussedA N • Updated renderings to be sent from Ms. Wurfbain to Ms.Jenkins for distribution tormembers and should there be any concerns members to contact Ms.Jenkins directly A: • Wording preferences voiced by members;consensus is'Welcome to Historic Hyannis Main Street'for the East End and Sherman Square signs;West End sign to read "West End Walkway"with restroom and parking in both words and symbols t }� Motion duly made by Paul Arnold,seconded by Joe Cotellessa to approve the three Q)s►gns as follows: Walk►tiay Alley sign to be white with black block letterin_a;two walkway signs-20610ain Street/Yarmouth-Road sign and Sherman Square signs to read"Welcome to Historic Main StreeUHyannis" AF Vote: Ave-Arnold, Mazzeo, Cronin, Cotellessa and Jessop Abstain—Atsalis m �a 1 **Meaghann Kenney returnsOR J&S Montero, LLC dlbla Vista De Mare,430 Main Street, Map 309 Parcel 219 Two business signsFN Represented by Attorney Steven Hayes and George Montero • Application reviewed (Exhibit G} g mm - • Seeking to extend the existing�awn ing structure out by another 1 '/2';existing overhang awnings to be replaced; color. to be medium blue with a matt finish;proposing awning material to be vinyl with a matt finish and Chair Jessop states why this is not permitted or appropriate fora historic district;Attorney Hayes and Mr. Montero agree to an awning made of canvas material 15' • Chair Jessop refers to an existing soffit sign which is internally lit albeit non-functioning; applicant to replace the non- functioning illuminated sign with a hanging wood sign with color and lettering to match awning; external signs internally illuminated are=not permitted • A neon open/cldsedNsign is permitted in the window or a two-sided open/closed sign is permitted on the door as well; additional opt of n,of a trade flag no larger than 3'x5'which could be mounted and hung on the wall provided proper=mounting meets ADA pmpliance • Mr`Montero would like to display window pictures that identify offerings i.e. coffee,espresso,etc.so that patrons are aware_of what k available. Chair Jessop requests a layout of what the window would look like and continue that portionof the application • Attorney Hayes clarifies the requested amendment as follows: a canvas awning as required in the historic district with a matt finish_,in medium blue with dimension as stated in the application; a wooden hanging sign with coloring and lettering tomatch to the awning and lit with existing soffitt lighting with painting reflector;the addition of a red neon open/closed sign or two-sided open/closed sign and possibly a trade flag provided there is something underneath it to meet ADA compliance . Motion duly made by Bill Cronin,seconded by Joe Cotellessa to approve the amended application as stated by the Attorney for the applicant Vote: so voted unanimously Country Saloon Products dlbla The Compound Bar&Grille, 644 Main Street, Map 308 Parcel 053 200 Main Street,Hyannis,MA 02601 4 367 Main Street, Hyannis, MA 02601 ' Y Business Sign, Trade Flag, Valet Parking Sign No representation • Application reviewed (Exhibit H) • Valet parking licenses have not been secured through the Town Manager's office • Proposed parking will take place on private property Motion duly made by Joe Cotellessa,seconded by Paul Arnold to continue the application to June 19, 2013 Discussion • Mr. Cronin states that a temporary banner is already up and is in violation with the TOB sign code. Vote: so voted unanimously Schooners Restaurant: • Outdoor dining is in the bump-out again right to the curb and plastic furniture is being used which was not approved by HHDC. " • Ms.Jenkins states that the issue of the chairs is being resolved ` • Mr. Cronin asks if HHDC could request Sophia Macheras could be present alt the J ne 19, 2013 HHDC-meeting to Nzu address this issue; Ms.Jenkins will speak to Regulatory Services a ,Jf no resolution is reached th.W ommission would then reach out to Ms. Macheras to attend HHDC and let her k ow that the problem continues ' " ` Items for Discussion = r Hyannis Harbor Suites Hotel, LLC&Harborview Hotel Investors, LLC 213 Ocean Street, Map 326 Parcel 035 - 0 Construction of a new,freestanding,four-story year-round hotel with a maximum of 68 rooms The Applicant has requested an informal review of the proposed hotel in conjunction with the Regulatory Agreement application pending before the Planning Board -As the Hyannis Main Street Waterfront Historic District Commission does not have jurisdiction over this project, a vote is n& et required, nor;will be taken: Aly Represented by Attorney Mike Ford and=Doug Cohen a � Also present:Art Traczyk(Growth Management Department) • Application status and process with theP,tanning Board reviewed;comments from HHDC to be shared with both the Planning Board and Town Council„Mr. Cohen continues to meet with abutters and other interested parties; project is scheduled before the next Planning Board meeting,rwhich is scheduled for June 10th and it is anticipated that an additional presentation may takefpace after the 1'pih as well • Plans reviewed_(Exhibit;I), additional renderrngs distributed (Exhibit J) Proposed re design calsls for a the building to be set back 32'from Ocean Street and be a single story for another 17'9" back so that the four story section does not start until 50' back from Ocean Street;this is a change from the original filing with'the-Planning Board '. • M Cohen provides description of the building,the elements and materials; roof deck removed,there will be no public roof access at all; building heights reviewed • Mr.Arnold states the re-design is an improvement,suggests removing the gables; Ms.Atsalis suggests keeping the widow$walk; Ch&i J. sop confirms that the railing is for decorative purposes only and the design fits the style of a historic building; Ms.Jenkins believes the gables breaks up long line of the building • Mr. Cronin`_expresses concern about the shadows effect across Ocean Street, on Bismore Park and the Anglers Club and requests'a face-on view and would also like to know what the lighting effect will be on Bismore Park, particularly at sunset; Mr. Cohen states that the re-design was a combined decision with representatives from the Anglers Club and does not believe there will be a shadow effect but will provide a lighting study to that effect • Mr. Cohen to provide requested information for members as soon as they are available • Exterior visibility:A/C units will not be visible;top of elevator towers provide an unbroken line around the perimeter and defines the upper limit • Mr.Arnold and Ms.Atsalis prefer the decorative railing with the cornice;further discussion results in a consensus to keep the railing • Commission thanks both Attorney Ford and Mr. Cohen for their presentation 200 Main Street,Hyannis,MA 02601 5 367 Main Street, Hyannis, MA 02601 • Mr. Cohen to provide requested information for members as soon as they are available, as well as any other changes that may take place Approval of Minutes Motion duly made by Joe Cotellessa,seconded by Bill Cronin to approve the minutes of May 15, 2013 as amended Discussion • International Inn: Elizabeth Jenkins sent correspondence to the Building Department, response not yet received; no formal letter has been drafted to date • Letter to Mr. Bosworth regarding awning at 459 Main Street sent(Exhibit M) Vote:Ave—A 1salis, Mazzeo,Kenney, Cronin, Cotellessa,Jessop Abstain-Arnold Motion duly made by Paul Arnold,seconded by Meaghann Kenney to adjourn Meeting adjourned at 8:58 PM Next HHDC meeting scheduled for Wednesday, June 19, 2013 A"' List of documents I exhibits used by the Committee at the meeting Exhibit A: Meeting agenda dated June 5, 2013 "'> ti. F: ) Exhibit B: Document: Updated specs: File 308/278 dated May 20, 2013" R. Exhibit C: Document:Updated renderings: File 326/014 received May 15, 2013 not dated Exhibit D: Certificate of Appropriateness: File 338/327 dated May 1,0; 2013 Exhibit E: Certificate of Appropriateness: File 308/111/OOF dated May 7, 2013 Exhibit F: Certificate of Appropriateness:>Hyannis�Main Street Business Improvement District dated April 30, 2013 Exhibit G: Document: updated renderings Hyannis Main,Street Business Improvement District dated May 31, 2013 Exhibit H: Certificate of Appropriateness: File 3:09/219 dated May 21; 2013 Exhibit I: Certificate of Appropriateness: File 308/053 dated May 22, 2013 Exhibit J: Documents: File 3261035 dated May 31-2013 Exhibit K: Documents File 326/035_not�tlate, Exhibit L: Draft minutes May 15.'20 3 ' Exhibit M: Document Letter to Mr Bosworth datedrMay 30, 2013 a Respectfully submitted '. "ems Theresa M. Santos , , Growth Management ������ 'Public files are available for viewing during normal business hours 200 Main Street, Hyannis. **Further detail may be obtained by viewing the meeting video via Channel 18 on demand at http:l/www.town.barnstable.ma.us** 3. a . ass' 200 Main Street, Hyannis,MA 02601 6 367 Main Street, Hyannis, MA 02601 .r LAW OFFICES OF MICHAEL FORD t)VN, OF BAR STABLE ATTORNEYS AT LAW 72 MAIN STREET,P.O. BOX 485 2Q13 VjAY 31 P+4 1 27 WEST HARWICH,MA 02671 TEL. (508)430-1900 FAX(508)430-9979 --- - lawofficeof nichaelford(c�verizon.net GRU4�!H MAN I T MICHAEL D.FORD e ` JEFFREY M.FORD Hyannis Main Street Waterfront Historic District Commission. Attention: Elizabeth Jenkins 200 Main Street Hyannis, MA 02601 RE: Hyannis Harbor Hotel/Request for Informal Meeting May 31,2013 Dear Members of the Commission: This office represents the Hyannis Harbor Suites Hotel,LLC or Nominee and Harborview Hotel Investors,LLC,who are the owners of the property located at 213 Ocean Street,Hyannis MA. Please accept this letter and attached plans as a requests to be placed informally on your upcoming June 5, 2013 meeting agenda. As per plans attached,the owners are proposing the construction and operation of a new four(4)story year-round hotel with up to sixty six(68)total rooms,each containing its own kitchen facility.The property pis addressed 213 Ocean Street,Hyannis, MA, located in the HD Harbor District and is shown on Assessor's Map 326 as Parcels 035 respectively. The total area of the property subject to the application is approximately 161,930'sq ft(3.71+acres): I have included a copy of the most current Site Plan,as well as the proposed elevations. The project is also on the next Planning Board meeting agenda scheduled for June 10, 2013. Please let us know if we can provide.you with any additional information leading up to the meeting. Very ly Yours, CC:Clients Jeffre M. Fo , Esq I ' Fitter Iby Department: v Reviewer 1 Action Department—>Status (Date I ..p lauzonj Issued - 9112r20161,0:54... sheas Reviewed Zoning—>Approved 9f12l2016110:45... sheas Reviewed Building-Admin—>Approved 9012f201610:06... lauzonj ,Reviewed Fire >Approved 919f2016 4:10 PM herrandk Reviewed Hyannis Main Street Waterfront Histonc—>Approred 91`9 O116 2:31 PM w' 'herrandk 'Reviewed Hyannis plain Street Waterfront Historic—>Approved 919f2016 2:30 PM p 'herrandkReviewed Hyannis!Pillage Zoning—>Approved 919120116 2:30 PM ibrighama Reviewed 6M-Plartning—>Approved 9PMO16 2:28 Phi SWIrtiare Reviewed Site Plan(Review->Appraved.. 8vI 201612:32.... wunderlm Reviewed Conservation—>Approved M'201169:02AM, 000nnalt Reviewed Health->ARproved 7P20,P20169.25AM. sheas Reviewed Building-Admin—>:Pending 7115f20169MAM r . r Z/3 &Ce7AiJ _S7 Fire Rated Walls-Through penetrations See attached cut sheets for product specifications 1st Floor, Column lines 1-9 (except elevator) '- Location Wall type Fire rating Trade Material used Storage/Corridor 3B 1 hour Electric Morris fire stop caulking 3M fire barrier Plumbing LCI Intumescent sealant Sprinkler BlazeMaster caulk&walk Framing Hilti Firestop joint spray Hilti-CP767 speed plugs Structural walls 12 1 hour Electric Morris fire stop caulking 3M fire barrier Plumbing LCI Intumescent sealant Sprinkler BlazeMaster caulk&walk Framing Hilti Firestop joint spray Hilti-CP767 speed plugs Bathroom walls 9B 1 hour Electric Morris fire stop caulking 3M fire barrier Plumbing LCI Intumescent sealant Sprinkler BlazeMaster caulk&walk Framing Hilti Firestop joint spray Hilti-CP767 speed plugs Exterior 1B 0 0 Elevator 4B 2 hour Framing Hilti Firestop joint spray Hilti-CP767 speed plugs Floor penetrations Plumbing Floor assemblies- System No. C-AJ-2031 System No.C-AJ-2282 HVAC Morris fire stop caulking -- a' Firestop Joint Spray (CFS-SP WB) a Product description • 0 A sprayable fire-rated mastic for construction joints where a 1 maximum movement is required Product features r �= 0 Sprayable or apply by brush 0 Maximum flexibility,meets 500 cycle requirements(Class II and III Approval)(ASTM E 1966 and UL 2079) 0 Quick and easy installation with the Titan 600 or 1100 Sprayers can help save you time and money Firestop System =0 Contains no halogens,solvents or asbestos Identlficetion Label 13 Water based formulation so spills and over-spray clean up quickly and easily 0 Paintable Technical Data* CFS-SP WB 0 Meets LEEDTm requirements for indoor environmental quality credit Density Approx.10.8 lb/gal(1.3 g/cm') 4.1 Low Emitting Materials,Sealants and Adhesives and 4.2 Paints Color Available in red,white and gray" and Coatings Application temperature 39°F to 104°F(4°C to 40oC) Areas of application Temperature resistance -40°F to 176°F(-40°C to 80°C) 0 Top-of-wall joints Consistency Sprayable liquid 0 Curtain wall/edge of slab Chemical basis Acrylic-water-based-dispersion 0 Expansion joints Curing time Approx.24 hours @ 73°F, 50%humidity for 1/8"depth For use With Average volume shrinkage 51.1% 13 Concrete,masonry and gypsum wall assemblies (ASTM C1241) 13 Wall and floor/wall assemblies rated up to 4 hours Ph-value Approx.8.9 Movement capability Up to 50% Examples Movement burning characteristics Flame spread:15 0 Where a gypsum wall assembly meets the underside of a metal or (CAN/ULC-S102) Smoke development:10 concrete deck Sound transmission classification 59 O Where a concrete floor assembly meets with non-rated exterior (ASTM E 90-99) (per tested construction type) wall(concrete,glass,etc.) Tested In accordance with 0 Where two concrete floor/wall assemblies meet •UL 2079 •ASTM E 1966 •ASTM E 84 •ASTM E 2837 •UL 1479 •ASTM E 814 •ASTM E 2307 *At 73•F(23•C)and 50%relative humidity *`Gray color requires six(6)weeks lead time FILL,VOID OR CAVITY MATERIAL o"tsslFiFa FOR USE IN THROUGH-PENETRATION CwA C U', FIRESTOP SYSTEMS,AND/OR JOINT SYSTEMS,AND/OR PERIMETER FIRE CONTAINMENT SYSTEMS APPROVED SEE UL FIRE RESISTANCE DIRECTORY e6W Installation instructions for Firestop Joint Spray CFS-SP WS Notice Application of Firestop Joint Spray Firestop Joint Spray may also be brushed on with a • Before handling,read Material Safety Data Sheet and 2. Mineral wool packing:Install the prescribed back paint brush.Contact Hilti Technical Support for more product label for safe usage and health information. filling material type and depth to obtain desired information. • Instructions below are general guidelines—always rating. 4. Curing time:Allow approx.24 hours for typical refer to the applicable drawing in the UL Fire 3. Application of Firestop Joint Spray:Apply Firestop application thickness(®73°F/23*C)50%humidity Resistance Directory or Hilti Firestop Systems Guide Joint Spray to the required depth in order to obtain for 1/8"depth for the Firestop Joint Spray to fully for complete installation information the desired rating. Make sure Firestop Joint Spray cure. contacts all surfaces and overlaps beyond all 5. Identification:For maintenance reasons all Firestop Opening surrounding surfaces(Refer to UL System).Titan Joint Spray applications can be permanently marked 1. Clean the opening.Surfaces to which Firestop Joint Sprayers have been successful In applying Firestop with an identification late and fastened In a visible Spray will be applied should be cleaned of loose p Joint Spray.Hlkf recommends the use of the Titan position next to the seal. debris,dirt,oil,wax and grease.The surface should 600(for application temperatures above 50°F)or be moisture and frost free. Not for use • In areas Immersed in water • On hot surfaces(above 176°F) Storage Store only In the original packaging at temperatures l� 39*F to 77°F(4•C to 26*C) ' Observe expiration date on package 1.Clean opening 2.Pack In mineral wool 3.Spray or brush on 4.Allow Fkestop Spray S.Fasten klentillration plate compressed per UL Firestop Spray to cure Of requ]" System Hilti. Outperform. Outlast. Hilti,Inc.(U.S.)1-800-879-8000•www.us.hilti.com-an espa6ol 1-800-879-5000•Hilti Firestop Systems Guide CERTIFICATE OF COMPLIANCE Certificate Number 20160829-R13081 Report Reference R13081 Issue Date 2016-August-29 Issued to: Hilti Construction Chemicals, Div of Hilti Inc. 7250 Dallas Pky, Legacy Tower Ste 1000 Plano, TX 75024 USA This is to certify 9 that Forming Materials representative samples of Forming Materials Certified for Canada CP767 Speed Strips and CP777 Speed Plugs Speed Strips for use in Joint Systems as currently decribed in the UL Fire Resistance Directory and in the Products Certified for Canada Directory. Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s)for Safety: ANSI/UL 1479, "Fire Tests of Through-Penetration Firestops," CAN/ULC-S1.15, "Standard Method of Fire Tests of Firestop Systems." Additional Information: See the UL Online Certifications Directory at www.u1.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-Up Service. Look for the UL Certification Mark on the product. Bruce Mahrenhols,Director North American Certification Program UL LLC Any Information and documentation Involving UL Mark services are provided on behalf of UL LLC(UL)or any authorized licensee of UL For questions,please contact a local UL Customer Service Representative at hup:11ul,comlaboutulllocationsl Page 1 of 1 o • . © �A MOD FPPI® Description r BlazeMaster®Caulk&Walk®is an intumescent, acrylic-based firestopping sealant for use in fire-rated building construction. It is specifically designed to be compatible with BlazeMaster® CPVC fire sprinkler systems. Manufactured by Tremco, Inc., a leading provider of sealants for use �. in construction,BlazeMaster®Caulk&Walk•'is listed for use where CPVC pipe penetrates fire- rated assemblies. BlazeMastere Caulk&Walke has been tested for penetrations through 1 and 2 hour rated'gypsum wallboard assemblies, 2 hour concrete assemblies and 1 hour wood frame assemblies. BlazeMastere Caulk&Walke has also been tested for metallic pipe penetrations which enables the product to be utilized for firestopping when pipe transitions are employed. Features These properties can however be Specifications • Compatible with BlazeMastere compromised if the CPVC pipe CPVC piping systems comes in contact with incompatible • UUULc Listed chemicals found in some construction • User friendly- Easy to install products. One area where these • Paintable incompatibilities can be found is c�ayet • Tested to ASTM E814(UL 1479) in firestopping sealants. Certain atie and CAN4-S115 firestopping sealants within the 'y •Available in Rust Red industry contain chemicals that • Graphite-based are incompatible with CPVC piping intumescent properties systems.These chemicals can cause the wall of the CPVC pipe to weaken 1 or 2 hour fire rated through Compatibility and may even cause environmental penetration firestop for single BlazeMastere CPVC fires sprinkler stress fractures. BlazeMastere Caulk plastic pipe through gypsum P walls using BlazeMaster® systems have been used successfully &Walk®is a specially formulated Caulk&Walk®. for more than 16 years in building firestopping sealant made to ensure , construction and renovation. that a chemically induced failure k . will not occur when used with BlazeMaster®systems are ideally !„ - suited for use in fire protection BlazeMastere CPVC fire sprinkler primarily due to their ease of systems. installation, outstanding corrosion resistance, low flame spread and low smoke characteristics. /A SYSTEM ooMPAn6LE 2 hour fire rated through penetration firestop for Spearse Compatible FBC-System Compatible indicates single plastic pipe through 3198 UONSHEAD AVE indicates that Blazemastere that this product has been tested, CARLSBAD,CA 92010 Caulk&walk®has and is monitored on an ongoing concrete floors or walls using TEL+1 760 599 1168 been tested by Spears® basis,to assure its chemical BlazeMaster®Caulk&Walk®. Manufacturing to be compatibility with FlowGuard +1 800 344-1822 compatible with Flameguard® Gold®,BlazeMastere and Corzane FAX+1 800 344-3775 pipe and fittings. pipe and fittings. FBC",FlowGuard Gold®,0azeMastere and Corzane ,, ©2015 Fire Protection Products,Inc.BlazeM are licensed trademarks of The C US U�aster°and BlazeMaster® Lubrizol Corporation or its affiliates. Caulk&Walk®are registered trademarks of The Lubrizol Corporation. LISTED I D � S FPPI® t UL SYSTEM RATINGS PENETRATING ITEM7C-AJ-2221 W-L-2151 FC-2 199 W-L-2151 F-C-2199 � I C-AJ-1304 W-L-1147 F-C-1083 $ C-AJ-5181 W4L-5155 F-C-5047 #; N/A W-L-5154 F-C-5047 I CONCRETEASSEMBLIES GYPSUMt 2 Hour Fire Rated Through Pmtmtion Fimlop for Single I or 2 It..Fire Rated Through Penclm4on Fi-(op for Singic Pla_aic Pipe IN-0 Corcsete Fl-or WA, Pinsk Pipe through Gypsum Walls using ItF# u BLucM sing s.,o Caulk&Walk.' Blo-Wmce Caulk&Wnik' F-Rating=2 He � mroaak F-Rming=I&2Hr, pmcma rotto ale T-Roling=I-i/2 Hr. T-Ratig n=1&2 Or. 2 1 4 2 9 t 1 I Pm-Rated ... .... G G)ywm W.IlbonnPSlud 15'0ll AsscmMy € IQ Pre-Rated Concram Floors or Block Walls-Min.4.1/2"thickness _ AI The F-Rating-I hour ifNcre is one lays of gypsrmt wallbooN. © Pia tic Pipe-AI Nam.2"drmn.(orsmallerl&h.4(IPVCpifk. BI The Rltating=2lroum ihhero nm two laycn ofLppaum wallboard. B)Noun.2"dim.(or swalho)CPVC pipe, .O PlasticPipe-A)Nam2"di-.(msmolt.)Sch.40PVC-pipe. B)Now 2"dim.(or smullal CPVC pipe. The sound.qua range shall be min 1/4"to mar.3r8". The awalar R-c rmtgesholl be on..IM"to ma.1-31V, NOTE:For use in cloud(p=m or supply)piping sysrans. NOTE:For use in closed(procm or supply)piping systems. Q3 Forming Material-(Optiosmll Fonm baJser and packed i.m the opening ss a pentwnan foein. O RlmeMoster"Caulk&Walks-Min.1/2"thick.—of—loot npphcd within.r.M.S. Additional aulnnt to be instilled suM1 that o min 1/4"crown (D Bloze.Mastee Coulk&Walk'-Min.112"thickness olualatn applied within coming,flush o lb—d wound the pcnctmring darn, top su,a of floor or both sur(ces of wall ansembly. NOTE:The F&'!ratings of the rystrn is equal to the fire-ring of the wvR nvembly. I UU UL S,yv—Xo.CAJ 2221 ULWL S)ursm No.WL 2151 im,m Je' ttio- =1-1 m.,w.- mmvR. um: roam usro: anwm+ uu 'S"� m5°u": nr: soxeor txetw:ncwss o• .�� � srym°"' nac,a.ee ar r.wat. sisoo— Arco—lbt: I t i t Kelsey Solecki From: Kelsey Solecki Sent: Thursday, March 02, 2017 9:33 AM To: davidd@opechee.com Cc: Don Hebert; Scott Condinho; Lynae Chapman;Arthur Doherty Subject: FW: Hyannis Harbor Hotel- Fire stopping Attachments: 67090-Spec (1).pdf, 3M Fire BlockFoam_PDS_4627-9.pdf; FB Moldable Putty Pads MPP_PDS_RevB_cgl.pdf Good Morning Dave, I have attached the cut sheets for the fire blocking material that both HVAC and electrical are using at Hyannis Harbor Hotel. Noncombustible Firestopping Caulk is being used in the following areas: Exhaust Vent Piping at each floor level Ductwork Trunks at each floor level Any and all Wire Penetrations through walls and floor levels Any Wire Conduit Penetrations through walls and floor levels 3M Fire Barrier Moldable Putty Pads are being used in the following areas: Exhaust Vent Piping Sleeves at each floor level Backing of Electrical Boxes in all partitions as required by fire code 3M Fire Block Spray Foam (Not currently being used)—We are considering using this in tight applications upon approval from Fire Inspector. We are also sending a hard copy of the cut sheets, Please let me know if you need anything further. Thank You Kelsey Solecki Bayside Electrical Contractors, Inc. 372 Yarmouth Road Hyannis, MA 02601 Office: (508) 771-7270 Fax: (508) 771-6617 kelsey@baysideelec.com www.baysideelec.com EL€L'f7eiPGi1'.� 1 info@morrisproducts.com • • • • Making Business Easy $100 Freight Prepaid No Minimum Orders Noncombustible Firestopping Cau f a Technical Data Sheet r.; Product Description Morris Firestop is a UL Classified sealant designed to resume the integrity of 1 &2 hour fire rated floors and walls when penetrated by plumbing, electrical, and other mechanical items. In fire conditions,Morris Firestopping forms an effective barrier to prevent the spread of flames, smoke, and toxic gasses.Morris 9 Firestopping is a one part, non-intumescent, silicate based sealant that is suitable for adhesion to many substrates. Morris Firestop has been tested, classified, and approved to be used as a filler for"Through- Penetration"firestop systems. Testing, Standards& Applications "PRODUCT FEATURES Morris Firestophas been tested to UL1479/ASTM-E814 for use in"Through-Penetration"firesto systems encountered in commercial and multi—dwelling residential construction. Morris Firestop fulfills and exceeds the commercial and residential firestopping requirements specified in all model building codes. ➢2 hour fire rating Primary sealing applications include: ➢Great Adhesion • Concrete Floor and Wall Systems • CPVC,PVC,ABS,Copper pipe • Non-rated wood frame penetrations ➢Excellent Freeze/Thaw • Electrical wiring • Communication Cables • Fire Damper Installation ➢Smooth Consistency • Steel&iron pipe • Steel Ducts • Blank Openings Compatibility ➢Identifiable Color Application Procedures ➢No V.O.C.'s 1.Refer to the manufacturer's UL specified application procedures to ensure proper application of to the fiestop sealant. 2.Clean area to be protected so that it is clean of wood shavings,dust particles and debris. t 3.Fill the annular space or void with Morris Firestop to the required depth 4.When encountering multiple wires or cables through a single penetration,be sure to apply caulking between and around the wires to ensure complete contact of filling material with the wire substrates and annular space surface. 5.There should be no visible air passage upon completion of firestopping application. ire► ppc� o d Physical Properttes _ Packaging Part#: Description Pack Color: Brick Red EcoSeal Standards 67090 10.3 oz tube 12/Cs Physical Uncured State: Glossy Paste V.O.C.Content=<1 /l 99982 29 oz tube 12/Cs Physical Cured State: Solid Mortar g 99986 5 Gallon Pail Each Tack Free Time: 15 Minutes LEED 2009(EQ Credit 4.1) Cure Time: 3 to 4 weeks. ➢ 1 Point Limitations Odor: Odorless NAHB Freeze/Thaw: Excellent Green Guidelines • Will freeze at temperatures below 32°F. r yea • For interior applications only. Weight Shelf Life:per Gallon: 1 I yea ➢5 Global Impact Points g P • Not intended for use where heavy vibration V.O.C.Content: <1 g/1 lbs Complies To: or dynamic movement is expected. Specifications: ASTM-E814 SCAQMD Rule 41168 • Do not install where material is susceptible Flame Spread: 0 OTC-Ozone Transport Comm. to continuous water immersion. Smoke Development: 0 CARB • Do not take internally. . BAAQMD Morris Products Inc. rill, -No moonmoon 53 Carey Rd. Queensbury,NY 12804 IS C UL US tom- ® ,cm=sp. 6 a J " d Jia4 X 3 Y;�a 3MTM Fire Barrier Moldable Putty Pads MPP+ FlREBARRI ER SMOKE SEAL Product Data Sheet Rre Pmiection Meets OpConal L Re Yemenis -. 1. Product Description WALL OPENING SOUND BARRIER 3M' Fire Barrier Moldable Putty Pads MPP+are a one-part,ready-to-use,intumescent wall-opening protective.When TD2 0 j AS•emG52 properly applied to the back of electrical outlet boxes,3W Fire Barrier Moldable Putty Pads MPP+help control the spread R�Rotes In STC 53,Rated Wall of fire,smoke and noxious gases through fire-restive walls and partitions.Installed in accordance with the UI,wall-opening protective listing(UL Category CLIV),the product helps achieve up to 2-hour ratings in a variety of wall constructions. 3M"Fire Barrier Moldable Putty Pads MPP+can effectively provide protection for back-to-back electrical boxes. r p A 3M'"Fire Barrier Moldable Putty Pads MPP+are also used as a firestop material in through-penetration firestop systems. rIV' 3M"Fire Barrier Moldable Putty Pads MPP+help to maintain a firestop penetration seal for up to 4 hours.Al"Fire APPROVED: Barrier Moldable Putty Pads MPP+exhibit excellent adhesion to a full range of construction substrates and penetrants.The ads are easily molded b hand(no mixing required).In addition to its fire-resistant properties,the 1/10th in. 2 54mm) Ecr TohlEcoNomoNsoFAPPRovAL P Y Y a q ) P P ( ASAWALL&FLOOR PENETRATION - thick pads have airborne sound reduction characteristics which helps minimize sound transmission through assemblies FIRESTOPWHEWNSTALLEDAS.DEscwaED;-: -. IN THE CURRENT EDITION OF THE FMRC requiring an STC rating. APROVAL GUIDE Color: El Dark Red Oslo Product Features U� •Firestop tested up to 4 hours in •Excellent adhesion accordance with ASTM E 814 •Re-enterable/repairable LISTED WALL OPENING PROTEcnvE (UL 1479)&CAN/ULC-S115 •Halogen-free and solvent-free FILL,VOID OR CAVITY MATERIAL FIRERESISTANCE •Wall opening protective tested u to •Excellent aging properties MATERIALS. . CLASSIFICATION SEEULRRE P g P P g g P P sots :RESISTANCE DIRECTORY .. 2 hours in accordance with UL 263 •Low VOC 90 G9 •Provides draft and cold smoke seal •Will not dry out or crumble ��pSS1F •Pliable and conformable—molds •Red color widely recognized as U easily into required shape a fire protective product V L •Helps reduce noise transfer* FILL;VOID,OR CAVnY 4 in.x 8 in.(101.6mm x 203.3mm), Meets the intent of LEETI7a MOC regulations—helps reduce the quantity of indoor air FOR USE IN.THROUGH+PENS RATION 7 in.x 7 in.(177.8mm x 177.8mm)and contaminants that may be odorous,irritating and ham ful to the comfort and well-being FIRESTOP SYSTEMS' of the installers and occupants. :SEE UL FIRE RESISTANCE DIRECTORY 9.5 in.x 9.5 in.(241.2mm x 241.3mm) p 90G9 pad sizes available. Winimizes noise transfer—STC-Rating of 52 when tested in STC 53-rated wall assembly: 2. Applications 4 in.x 8 in.(101.6mm x 203mm)3M"Fire Barrier Moldable Putty Pads MPP+are typically used as a wall opening protective to meet building requirements,for protection of membrane penetrations made by listed steel or non-metallic electrical boxes.It is also used to seal gaps between cables in multiple penetrations(including fiber optic inner duct)and to firestop cable bundles,insulated pipe,electrical conduit and metal pipe.Larger sized pads,7 in.x 7 in.and 9.5 in x 9.5 in.(I77.8mm x 177.8mm and 241.2mm x 241.2mm)are widely used to firestop metallic and non-metallic electrical outlet boxes up to 14 in.x 4.5 in.by 2-1/2 in.(355.6mm x 114.3mm x 63.5mm)deep.For larger applications,pads can be molded together by hand. Typically Specified MasterFormat(2004) 3. Specifications 3M'Fire Barrier Moldable Putty Pads Section 078400-Firestopping MPP+shall be a one component,ready-to-we,intumescent elastomer capable of expanding a minimum of 3 times at 1000°F.The material shall be thixotropic and shall Related Sections be applicable to overhead,vertical and horizontal firestops.Under normal conditions, Section 07 84 16-Ann0lar Space Protection Section 07 86 00-Smoke Seals 3M'Fire Barrier Moldable Putty Pads MPP+shall be noncorrosive to metal and Section 07 87 00-Smoke Containment Barriers compatible with synthetic cable jackets.The putty shall be listed by independent test Section 07 27 00-Thermal and Moisture Protection.Firestopping agencies such as UL,,Intertek or FM.3M"Fire Barrier Moldable Putty Pads MPP;- Section 2100 00-Fire Suppression shall be tested to and pass the criteria of ASTM E 814(UL 1479)Standard Test Method Section 26 00 00-Electrical for Fire Tests of Penetration Firestop Systems and CAN/UL.0 S 115 Standard Method of Fire Tests of Firestop Systems.3M'"Fire Barrier Moldable Putty Pads MPP+meets the requirements of the IBC,NFPA 5000,NEC(NFPA 70),NFPA 101 and NCB(Canada) Building Codes. For technical support relating to 3M"Fire Protection Products and Systems,call:1-800-328-1687 Q For more information on 31111"Fire Protection Products,visit:www.3M.com/firestop System No. C-AJ-2031 F Rating-3 Hr T Ratings-0, 1-1/2 and 2 Hr(See Item 313) L Rating At Ambient-Less Than 1 CFM/sq ft L Rating At 400 F-Less Than 1 CFM/sq ft A 2 a d d � d d d d 3B A Section A-A 1. Floor or Wall Assembly-Min 4-1/2 in. (115 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete. Floor may also be constructed of any min 6 in.thick UL Classified hollow-core Precast Concrete Units*.Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 4 in. (102 mm). See Concrete Blocks(CAZT)and Precast Concrete Units (CFTV)categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants-One nonmetallic pipe,conduit or tubing to be installed either concentrically or eccentrically within the firestop system.The pipe,conduit or tubing to be rigidly supported on both sides of floor or wall.The following types and sizes of pipes, conduits or tubing may be used: A. Polyvinyl Chloride(PVC)Pipe- Nom 2 in. (51 mm)diam (or smaller)Schedule 40 cellular or solid core PVC pipe for use in closed (process or supply)piping systems. B. Rigid Nonmetallic Conduit(RNC)+- Nom 2 in: (51 mm)diam(or smaller)Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code(NFPA No.70). C. Chlorinated Polyvinyl Chloride(CPVC)Pipe- Nom 2 in. (51 mm)diam(or smaller)SDR17 CPVC pipe for use in closed(process or supply)piping systems. D. Electrical Nonmetallic Tubing(ENT)+- Nom 2 in. (51 mm)diam(or smaller)PVC tubing installed in accordance with Article 331 of the National Electrical Code(NFPA No.70). E. Cross Linked Polyethylene(PEX)Tubing- Nom 1 in. (25 mm)diam(or smaller)SDR 9 PEX tubing for use in closed(process or supply)piping systems. F. Optical Fiber Raceway(OFR)+-Nom 1 in. (25 mm)diam (or smaller)optical fiber raceway formed from polyvinylidene fluoride(PVDF)or PVC. Raceway to be installed in accordance with Article No.770 of the National Electrical Code.See Optical Fiber Raceway(QAZM)category in the Electrical Construction Materials Directory for names of manufacturers. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. u� STI Created or Revised: January 23,2014 C-AJ-2031 (800)992-1180•(908)526-8000•FAX(908)231-8415•E-Mail:techserv@st�restop.com•Website:www.stifirestop.com PAGE 1 OF 2 f j cr 3. Firestop System-The firestop system shall consist of the following: A. Packing Material- (Optional-Not Shown)-Mineral wool batt insulation,fiberglass batt insulation or polyurethane backer rod firmly packed into opening as a form.Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. When the floor is constructed of hollow-core precast concrete units,packing material to be installed symmetrically on both sides of floor to accommodate the required thickness of fill material. B. Fill,Void or Cavity Material*-Sealant- Fill material applied within the annulus,flush with top surface of concrete floor or with both surfaces of wall.When floor is constructed of hollow-core precast concrete unit,fill material to be installed symmetrically on both sides of floor,flush with floor surfaces.The T Rating of the firestop system is dependent upon the type and max diam of through penetrant and the min thickness of the fill material as tabulated below: Max Diam Of Type of Annular Space Min Fill Mtl Type of Thought Penetrant Piping System Thought Penetrant In. (mm) Thkns In. T Rating Hr In. mm PVC or CPVC Pipe Vented 2(51) 1/2 to 1-1/8(13 to 29) 2++(51) 0 PVC or CPVC Pipe Closed 2(51) 5/16 to 13/16(8 to 21) 2++(51) 1-1/2 RNC NA 2(51) 5/8(16) 2++(51) 1-1/2 ENT NA 2(51) 1/4 to 1-3/8(6 to 35) 2++(51) 1-1/2 PVC or CPVC Pipe Closed 1-1/2(38) 5/16 to 13/16(8 to 21) 171/2(38) 2 RNC NA 1-1/2(38) 5/8(16) 1-1/2(38) 2 PVC or CPVC Pipe Closed 1 (25) 5/16 to 13/16(8 to 21) 1 (25) 2 PEX Closed 1 (25) 1/4 to 5/8(6 to 16) 1 (25) 2 RNC or OFR NA 1 (25) 1/4 to 1 (6 to 25) 1 (25) 2 ENT NA 3/4(19) 1 (25) 2 When nom 2 in. (51 mm)diam pipe or conduit is used in hollow-core precast concrete floor,the fill material thickness installed at both the top and bottom surfaces of the floor may be reduced to 1 1/2 in. (38 mm). SPECIFIED TECHNOLOGIES INC -.SpecSeal Series SSS Sealant or SpecSeal LCI Sealant +Bearing the UL Listing Mark *Bearing the UL Classification Marking k Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. STI Created or Revised: January 23,2014 C-AJ-2031 (800)992-1180•(908)526-8000•FAX(908)231-8415 9 E-Mail:techserv@stifirestop.com•Websitemww.stifirestop.com PAGE 2 OF 2 r System No. C-AJ-2282 ` F Rating-2 Hr T Rating- 1 Hr - L Rating At Ambient-Less Than 1 CFM/sq ft L Rating At 400 F-Less Than 1 CFM/sq ft W Rating-Class 1 (See Item 4B) A 4B 2 4 1 3 Q a. 4' A. V. a Q d 4B I 4B 2 4 3 A a. Section A-A 1. Floor Assembly- Min 4-1/2 in. (114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3) concrete floor or min 5 in. (127 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete wall. Floor may also be constructed of min 6 in. (152 mm)thick hollow core UL Classified Precast Concrete Units*.Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 5 in.(127 mm). See Precast Concrete Units (CFTV)or Concrete Blocks (CAZT)categories in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve-(Optional)-Nora 5 in. (127 mm)diam (or smaller)Schedule 10(or heavier)steel pipe or nom 5 in. (127 mm) diam (or smaller)No. 26 GA(0.022 in. or 0.56 mm thick)sheet metal sleeve with square flange spot welded to the sleeve at approx mid-height and sized to be a min of 2 in. larger than the sleeve diam cast or grouted into floor or wall assembly,flush with floor or wall surfaces. 2A. Nonmetallic Sleeve- (Optional)-Nom 5 in. (127 mm)diam (or smaller)polyvinyl chloride(PVC)sleeve cast into floor at time of concrete placement. 213. Sheet Metal Sleeve- (Optional)-No. 26 GA(0.022 in. or 0.56 mm thick)galvanized steel sleeve friction-fit in floor or wall assembly,flush with both sides of floor or wall. Longitudinal seam to overlap a min 1 in. (25 mm).The friction-fit sleeve is required for floors using Precast Concrete Units. . i 3. Through Penetrant- One nonmetallic pipe,conduit or tube to be centered within the firestop system.The annular space between the pipe or conduit and the periphery of the opening shall be nom 1/4 in. (6 mm). Pipe to be rigidly supported on both sides of the floor or wall assembly.The following types and sizes of nonmetallic pipes, conduits and tubes may be used: A. Polyvinyl Chloride(PVC)Pipe- Nom 4 in. (102 mm)diam(or smaller)Schedule 40 cellular or solid core polyvinyl chloride(PVC)pipe for use in vented(drain,waste or vent)or closed(process or supply)piping systems. B. Chlorinated Polyvinyl Chloride(CPVC)Pipe- Nom 4 in. (102 mm)diam(or smaller)SDR 13.5 chlorinated polyvinyl chloride(CPVC)pipe for use in closed (process or supply)piping systems. C. Rigid Nonmetallic Conduit+- Nom 4 in. (102 mm)diam (or smaller)Schedule 40 PVC conduit installed in accordance with the National Electrical Code(NFPA No. 70). D. Electrical Nonmetallic Tubing+- Nom 2 in. (51 mm)diam (or smaller)PVC tubing installed in accordance with the National Electrical Code(NFPA No.70). Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. �` STI Created or Revised: January 23,2014 C-AJ-2282 (800)992-1180•(908)526-8000•FAX(908)231-8415•E-Mail:techserv@stifirestop.com.Websitemww.stifirestop.com PAGE 1 OF 2 E. Acrylonitrile Butadiene Styrene(ABS)- Pipe Nom 4 in.(102 mm)diam(or smaller)Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply)or vented (drain,waste or vent)piping systems. When floor assembly is Precast Concrete Units, only nom 3 in. (76 mm)and nom 4 in.(102 mm)pipes or conduits are acceptable. 4. Firestop System-The firestop system shall consist of the following: A. Fill,Void or Cavity Material*-Wrap Strip- Nom 1/8 in. (3.2 mm)or 3/16 in. (4.8 mm)thick intumescent material faced on both sides with a plastic film, supplied in 2 in. (51 mm)wide strips. For nom 2-1/2 in. (64 mm)through 4 in. (102 mm) diam through penetrants,two stacks of wrap strip, each consisting of one wrap strip layer are individually wrapped around the through penetrant with the ends butted and held in place with a layer of aluminum foil tape. For nom 2 in. (51 mm)diam or smaller through penetrants,one layer of wrap strip wrapped around the through penetrant with the ends butted and held in place with a layer of aluminum foil tape. For nom 2-1/2 in. (64 mm)through 4 in. (102 mm)diam through penetrants,the wrap strips are installed such that the bottom edge is flush with the bottom surface of the floor. For nom 2 in. (51 mm)diam through penetrants,the wrap strips are installed such that the bottom edge is recessed 2 in. (51 mm)from the bottom of the floor. In walls,the wrap strips are installed with the exposed edges recessed 1/2 in. (13 mm)from each surface. SPECIFIED TECHNOLOGIES INC -SpecSeal BLU Wrap Strip or SpecSeal BLU2 Wrap Strip. Al. Fill,Void,or Cavity Material*-Wrap Strip-As an alternate to Item 4A, nom 1/8 in. (3.2 mm)thick intumescent material faced on both sides with a plastic film sized to fit the OD of the pipe. See table for min width of intumescent wrap strip. The wrap strip is continuously wrapped around the outer circumference of the pipe once and slid into the annular space and held in place with one layer of aluminum foil tape. For nom 3 in. (76 mm)and 4 in. (102 mm)diam through penetrants,the wrap strips are installed such that the bottom edge is flush with the bottom surface of the floor. For nom 2 in. (51 mm)diam through penetrants,the wrap strips are installed such that the bottom edge is recessed 2 in. (51 mm) from the bottom of the floor. In walls,the wrap strips are installed with the exposed edges recessed 1/2 in. (13 mm)from each surface. Nom Pipe Diam, In. (mm) Wrap Strip Wrap Strip Width, In(mm) 2 (51) BLU 220 1-1/2(38) 3(78) BLU 230 3(76) 4(102) BLU 240 4 (102) SPECIFIED TECHNOLOGIES INC -SpecSeal.BLU220, BLU230,or BLU240 Wrap Strip B. Fill,Void or Cavity Material*-Sealant- In floors,min 1/2 in. (13 mm)thickness of fill material applied within the annulus on top surface of floor. In walls, min 1/2 in. (13 mm)thickness of fill material applied within the annulus,flush with each surface of the wall.When required as specified in Item 4A, min 1/2 in. (13 mm)thickness of fill material applied within the annulus flush with both surfaces of floor.As an option in floors, generous bead of sealant applied to leading edge of wrap strip prior to insertion into annular space. Sufficient sealant shall be applied to cover lead edge of wrap strip and to fill annular space between the wrap strip and the concrete. SPECIFIED TECHNOLOGIES INC-SpecSeal Series SSS Sealant, SpecSeal LCI Sealant, Pensil 300 Silicone Sealant or SpecSeal Series SIL300 Sealant for floors or walls and Pensil 300 S/L Silicone Sealant or SpecSeal Series SIL300SL Sealant for floors only. W Ratings apply when min 112 in. (13 mm)thickness of Pensil 300, SpecSeal Series SIL300 Sealant, Pensil 300 S/L or SpecSeal Series SIL300SL Sealant is applied flush with top surface of floor. *Bearing the UL Classification Mark +Bearing the UL Listing Mark Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. STI Created or Revised: January 23,2014 C-AJ-2282 (800)992-1180•(908)526-8000•FAX(908)231-8415•E-Mail:techserv@stiflrestop.com 9 Website:www.stifirestop.com PAGE 2 OF 2 • . DA .TA SHEET �pecsea%i►i!l�Il��il SERIES LCI INTUMESCENT SEALANT APPLICATIONS PRODUCT DESCRIPTION SpecSeal@ LCI Sealant has a broad application SpecSeal@ LCI Sealant is a versatile and economical intumescent sealant that has excellent caulking base designed to seal a wide variety of common properties as well as high build properties on vertical or overhead surfaces.This single grade may be penetrations and construction joints.Penetrant types caulked(standard cartridge or bulk loaded),knifed or troweled.In addition,SpecSeal@ LCI Sealant include insulated and non-insulated metallic pipes does not contain PCB's or asbestos. and tubes,non-metallic pipes and tubes,and com- mon electrical service and power distribution,tele- SpecSeal@ LCI Sealant is storage stable(when stored according to the manufacturer's recommenda- phone, data, and TV cabling. This product is also tions),and will not separate or shrink when dried.SpecSeal@ Series LCI Sealant will adhere to all used in conjunction with other SpecSeal@ Products common construction and penetrant materials and contains no solvents that might adversely effect such as SpecSeal@ Firestop Collars and Wrap plastic pipes or cable jackets. Strips to protect larger plastic pipes.See Table A for a summary application list. FEATURES Economical:High performance without the high price! •Highly Intumescent:Expands up to 8 times. •Excellent Smoke Seal •Water Resistant:Will not re-emulsify when dry. •Water-Based for easy installation,cleanup,and disposal. •Acoustically Tested:Reduces noise transmission •Safe...Low VOC's,No Solvents,Non-Halogenated •Paintable PERFORMANCE SpecSeal@ LCI Sealant is the basis for systems that meet the exacting criteria of ASTM E814(UL1479) and ASTM E1966(UL2079)as well as to the time-temperature requirements of ASTM E119(UL263). LCI provides up to a 4-hour fire rating for typical service penetrations through concrete or wood floors, O concrete or masonry walls,as well as gypsum board walls.SpecSeal@ LCI Sealant meets Class A finish requirements for Flame Spread and Smoke Development when tested in accordance with ASTM E84(UL723).Meets or exceeds the requirements of ASTM C834,Type C,Grade 0.SpecSeal@ LCI Sealant is also acoustically tested,demonstrating excellent sound attenuation properties. PHYSICAL PROPERTIES FSCT• System Compatible Indicates that this product has been Properties Series LCI :� tested,and is monitored on an ongoing basis,to assure its chemical compatibility with FlowGuard Gold@, BlazeMaster@ and Corzan® Color Red SrsTeM coMPATIeLE pipe and fittings. FBC,FlowGuard Gold,BlazeMaster and Corzan are FB licensed trademarks of The Lubrizol Corporation. Odor Mild latex Density 9.0 lb/gal(1.08 kg4 SpecSeal°LCI Intumescent Sealant U Fill,Vold Or Cavity Material Certified For Use In <S> pH 9.0 ` Joint systems&Through-Penetration Firestop Solids Content By Weight 80% Systems.See UL Online Certifications Directory. APPROVE Solids Content By Volume 66.9% In Service Temperature s 1WF(WC) SPECIFICATIONS Flame Spread 0' The firestopping sealant shall be a water-resistant,intumescent latex sealant.The sealantwhen exposed to high heat or flame shall exhibit a free expansion of up to 10 times its original volume.The firestopping Smoke Developed 0' sealant shall contain no water soluble nor hygroscopic ingredients and shall be acoustically tested. STC Rating 62(Relates to specific construction) The sealant shall be UL Classified and/or FM approved and tested to the requirements of ASTM E814 (ASTM E 90-04/ASTM C919) (UL1479),CAN/ULC S115 and shall meet Class A finish requirements when tested in accordance with VOC Content 32,7gL ASTM E84(UL723). (EPA Method 24/ASTM 03960) Shelf Life 2 yrs SPECIFIED DIVISIONS Volume Expansion 1OX Free Expansion DIV. 7 07840 Through-Penetration Firestopping Storage Temp. CF(4°C)-WF(35°C) DIV. 13 13900 Special Construction Fire Suppression&Supervisory Systems T Wtoa W23)ati4%sudawwvwye(mmd edteata DIV. 15 15250 Mechanical Insulation—Fire Protection DIV. 16 16050 Basic Electrical Materials&Methods 99i Technical Service 1-800-992-1180 - f STI. www.stifirestop.com STI Product Data Sheet Series LCI Intumescent Sealant ZSFOD•5062 2456 1Lf3 r: SYMBOLS LEGEND Hya n n i s H a r b o r H ote� ABBREVIATIONS INDEX OF DRAWINGS x f Hyannis, Massachusetts � °X _ �x w,s —•�smunwv.aw © �h�.� 'i Imo'� �,'�' L ��-�' §�'�.. � � � IN, E 3 MATERIALS LEGEND INK2 /r Maw 2 8x o .� ....� ., ,A ',moo. GENERAL NOTES OWNER: ARCHITECT: ENGINEER: CONTRACTOR: Newport Hotel Group Ope .Construction Carporalbe JSN Assocl t Opaonee Coesbuetlon Corparatlon. rasw.waue,w, wuv,mroxm.,ecsu�w, 2a Jamme Way 11 Corporate Drl. 1A.—Street 11 Corporate DMe ELECm CAL o MltlAl—.RI Bel—L NH 03220 l' Patsmouln.NH 03301 Bela^NH 03220. LLO O�n• ^ (401)6450000 (603)52T-S090 • (603i e33d639 (603)627d ' w S ,.,a,e,a.,�a�,.aa�a�..� wM�.aw • .ADDRESS w.�w .....n O LOCAL MAP s VICINITY MAP # a ROOM MATRIX ^FINISH NOTES .a,.a.ro.aaao...ao��e,..,:arowru.�,�..,.� �2+e`\� w Y a � �sl„• °t ,_< w. ., mn a �y� has PLAN DIMENSIONING fi uax,wwrwn,uam,e�remn®unmuor�wv. ���� e \ ��": a��� p �R F wmw vu a I w w v w c JLO COVER SHEET a CS1.01, j __ • INIS UNIFORM ETaTE-ING CODE-fc.v0(tq:Taal£f-IYNN.tOY FaCN.f I COOE axnit519 FlJf9 OF EONESE-YEN OCWYaNC,EYINNKIENEO WLL i{ fr�¢�oFaaum J J . �.�. fr4w.vunwewracw,vx xA.ui arnmr �C 1- i . m0curasgwmxna.xvcYmamararFnx .wv • nreawcr: tttuvntEa ¢Enwmr .. f �QF�'Yh+ worn Maw mra arxuemcarf ' MYv_wnan mrtra�MYxxnwrxa rtxWarr¢¢wavuuvwx wvmmwmx ww, armrnxu I ua mr�i��ra��vne�«nz v�um�unr�ioeanwm mF.99ecmwmtx aKvaw. a:oav i1y1 aewuvYna,rwnooN mssawNmx,x a¢Yvar xF W oxmr"reasv¢ n, mQ e.e:m xO xvwx xc•mu�wrowxv¢c¢xn an .r -•-qW®q-- 1 TR mu /yam_ ' YiEa YOppCJiTION ' ,Px sw xm..x..w..m m,omwa.OYOw¢ :mcnx C �S I Pq ® nm.a cna.rwrvmmw cTj N n C C . - YYaooxuvaNe�a ...exomw.o - 1T G . F.F�wFo-�.Y .+xrT.,<ceF I ._. Ns—p! .Nt..�.e - ,- xx .x.xN .e.x.Ys . c t xMf�.x.enxr< x,wx � ' wa cEFsrNooY covert ENEalmoax� o i t NESC aNCE MtWO Fpf WIIDp0t3EYBrt9•®CTaMEfgt x r j d_ • '^�NWY WTNY•YOB¢RT SI.4t CYP GOOfeW . rnewmmm�u .x o a aCCEEE®tf NOpe WTNIX-COYYONCaItON FFpTONES IIf Ctm o OrtENpN waILECFIeOq tLv6ft NE01NNFYFxte•YOC TaBIF� ��"tl = UUUO � ¢O i xnwmexonu :� s � ON MOON FlNISIt NEOOINEYExtE-K CO¢t +�_"w•^.- KAK .. xYu®o..v Envmmxmwraxn v vv. JLG uaO.mawrx.,s. ; EnwN.No.NEowNE NtE-mo aafu ......_......_.........._......_...! LIFE SAFETY] BLDG CODEi INFO LS1 01 FeeR63-RRSi aawRlRORSFsaRan'u usel sxr arms //{{ 9�F V; Y °. 0 .._ ' � aR0.aRo FLoon goReFnaflnna usE7 9u j�� 'h mmv r9Ao,a � I r 2 eoortwmarrmrcrnu L 0 .. rFn«vr.mmmvaaww _ .arrorn «marxrxm«xoomowmanry ca � n mm c m m ' C y m cracNr•Ncusrua+s cammos ox I i 4 FOURR FLOOR RAN e \SECOND FLOOR PUN mm wzv may.a+mmw 3�a i a3� O _ N aww.wra�roo � �� aoreo.«orccmr-s .xww / � o m� -_ — __._.. _ S I Ism w. JLG i L-- ----- LIFE SAFETY BLDG FLOOR —MA,a,r.,.cr.„E«ows�«.nPLANS w «m.r..mrm...�,.r°rrmrsr.a., mrer».m.�„o.m.rmrsrmm I3. —RD MOOR AN - - 1 F1esTe00flFlAN�—___ _-__ LS1.02 w6 WALL TYPE SCHEDULE HORIZONTAL ASSEMBLY SCHEDULE g mwm°^ea xmar. fl ki V ,w�u.m.a%"rcer<„�mww 20 a,mxrmra,m< � 1A 48 ;. %w m m ..� mw. 0!! w� .mom r�„m<mxww.mm,,.ow am�,.,,m°mww.,mx .•�, .w..xr,.,.,m. r.A.,owxawAm�r.»n .aM�..,2 � nruiwmron<nwc+r o¢,uu unrr�n �. Wmcrwmvav mwou�w»axa„e mao wm�u o.mnmt ,m <ncxuucu,rxoc�! ' - - GWB WALL CONTROLJOINT.,•. rwruarm.,.,rnwwama.®wo.mam• wcm.m -6 18 w®ao a <aww 21 r..xw FESILIEM CHANNELS era axxw,mrwmxrusxnrw.mae 1Cmew 8A m O 1D 86 �mm „w x wow�mm mum�w�<www.m� wow �aw��ro� am do mwe m �� mm w m ca Wmrauwexro wx. = t m •m..Ewurmaprar,aucvx.awxoovmw PLAN AT OULLETS N ixa� ,anmx,. or�Woxacw.m„nm5xw+rn wwu eawc ``y N E ,. wanwowwmnmmrwmw.vao.xrn wamw c.awm.m cic `."i,. .r.n�v::reoow.uero mnuameoe �s,� wwvz 2i0t c Waur a,r+sms gA !a. �w.wa xpuw,xoxoc ,m:orucr,oxmuw.vewwu,rrrcr.mm rws _ ernmusurrmueean„aw a •W a wxoaucwa,oeero,u•^„utuwwn www.r.muxwma a,wuw ^ V� ' . wuac�rdnv<+.vnnow uu„wsw+rmnmu,nieuwzwm. w•m+ �rw,a = Q 2B 9B ars,wv r Z LSOw uuw reo�rdueuvro,cwmn ,m+rrmaww�wwu - . 3Ara�mm ,xw 10q o. ,wt � ' .00,au.un•,o.Www.on.m.,�waurt+wwu - N 313 %•w.wwwwmm 10B Ww.mmmm g NAK a %,ru..mwwa,e>a<...mWWmxrmrm�Ew..rmmo..r�.aror..wem,�mwwwm�x„,�,w --_--- -- ,kaW�'mw+wmmxe,„wxxx,a�.m,u.,rt,,,m,d.w,xm,a„m���Mwm,,w.ro ma.ao..wm.rm wmx.A,ne�naxw wwu . . x,.a wrox-r 15L n...• JLO 4A WALL Am HOIZ. S Y.. '. ,SCHEDULE a m..w, ..ram%�emm,rrm LS2.01 Cr `gym: r -Kr I «� 0 0 m C �� ,W ,� m a a y cawroaA x I _ Sca c c 3 am ILL, Ll r ' --� 9 oa t 4'1 � y0 g F' , , --- ---- ---- PLlW;NOflTN 1 F�RST�LOOR PIAN �� try• cwa..mv �r ro.oc-wic �.miwe.+a . ? s KPH - �•'•'•, FlRTT FLOOR PLAN& R dB - B ELEVAQTION .PLANODETAII .. 1.� DETAILS - PLAN O-T L®SPRINI ER RISER SSOL H STAIR .. ^ JUl1ET BALCONY DETAILS.. `� s ,..�e G A1.01 ' .�MFl.iMUW nsa.ETw �— d PLAN DETAIL @ ELEVATOR LOBBY PLAN DETAIL @ ELEVATOR LOBBY Fa e fle wRF.A.. - ✓Z�DOOR Jtl BDEFAIL@LINEN F ________�, PLAN DETAIL @ ELEVATOR LOBBY PLAN DET C.ELEVATOR LOBBY x I I^`PLAN DETAILS @ ELEVATOR LOBBY wra :wv g ,«�wFW • >.R�,MwNA,+TMx + " — — — � a12 rt 111 g - ji m gM . ol O --- PLAN;NORTH I j \ECO.D FLOOR PLAN I �� 3B k oaoa�� scHmuEu - REFERENCE NOTES 38 ENWM.EDPIAnSFORW.LLLTYPES&UM—ONS—HN RE51DENfWLd PUDUCME45SH— 0 ff - R THACCESSOWES G PEFER TO POR FURORE WFORMATOK r EIECRUGLOUtIETSUIEMOUllE00,S'pMEN INO[<SASEDONME Fl ECONSrnUC .DIMENSKK6 TOOEN.ERUNEORFAC 1—O —SI.MENSNWSOEYFaS � vERI KCOORDwATE LOCATNN�OF pUREf5BE1UNDCASEC0O0.S NTM SHOP DNAwRx04.PRONDE FXiENOED FACEPIAlE4 @000R DnoP ExreMOR wO11AEE FE6YPEsroeE TYPE,E uNo:R �.OOOF flGSEDOPE dOSTOBELOGTFO.-FlpMAOWCEMFRAMEOPSOTHAT OPDRNQMCExiEaEOOH SPACEU.N.O. KDOORAw1rvDOw OWEHSIONS ARE TOCENIERDNE OF UNrt UNA -Al.02 is �a i'\3 s R�RID RR, m ,a .P 1: Um Yl eP: o 0 I R G � cu © - -- -—-—-—-—--�, Q m tl...T3. --------- ^6 �I ^e® J w�• - -- -------- R = L ® i — U ) 1 3 - I,mw wa ,i< I I a R =co ox F-:4 PLAN ',NORTH 1 TBIRDORAOR PIAN _ _ • , 4 I x g REFERENCE NOTES °w ' REFERrourmeENwwEO PIANS FOR wAu rwrseovnENsoNS W1T01 RESIOENiULePOBGOAIIF slrowM H � . e�To%amm�MAocEssoR�R. ^ REF:_nn ro PwBenm ORAwoms FOR FrxnwE WFORUATION. uEleclwcuamersulE.rouN n®IrwPF.uN�ssrroTEooMmwlsE E OPAENBKINIK36BASEOON ertTAI FRAetE OONSTRu:11oN.tleR:NSgNO ARE iO fENIFA WEOR FR(£OFSIW KAK ' FlWANO,U.N.q Ix ME EKxTaF tlSCREPu,f,Y.gFAR peIENEpNB SNALLTWO:PNE0E0ENCE. q: pNEN51DNBOF ALL ttoNehro FIXNRE080MER FAID EOIAPNFM BEFORE FRAeRuo AOJACFM wu,e KPN F PMWOE BIO WALL FOR ALL FORUREB,GRAB BAR06 ALCESF RtO eW.WFACIVRE115 . UIEMMRE FOR K—RM ANUgRCq eIDRIWO ANO PROVIDE BLOLgNO A9 REOUIREO Ftli PROPER INSTAuw1pN. c. E%TERIOi��iNNOEO om nvnFuufcnNr OORNER GUMOR.nNew To waeR Aoaoem1G ewTEAwLG NlO - THIRD FLOOR N.cooRtlNATE LounoxoP ounErs BERlNo cwse 0000swRri sNOP orumvcs.vROWoe ExTENOEO FACEPUTER PLAN WWEO. .. _ I FMERol wALLT RTo m IVPE B,UJ10. ERpR wAue M BE TYPE B4 LLN.O. �.000R a OAQEOOPENMnS M sE UIcwTEo.•FRorA AaucENr—E OR so TNAT OPErRxo E:.—R. KOOOR6WINOOwOWEUBlONOARETO(EIRER1INEOFUNRUHO. 'A1.O3 d wr �,. U w p- z: =r- o n. I I 1 I a:prvx+ I 1 I I` e m 6, tom,, ....... I R MAI m ( m 11 rt n m w ma¢ffrrwna .......... ............. —Ffrm, e rr � V .vFnp�6 u�iaua. n ® rema _m �1� i —— ——— - — W C n _ 1 v w _ ——_ _——— Sl 1 _ G � L co a I 1 R R C n Imu area wn: k as ..w:x _ . ._..i co E 02 ' BrtLprcETMe w qq g�F r PLAN;NORTH'1 \FOURTH Fl00R PLAN - q 4 T REFERENCE NOTES ps REFER EERR ro E.—E. NUEDl sFORw FarNE WESWswRESDNUePxws«w nETOMTMInc �oIL..N.a l«FORNnTON. w 0. EC—L OUR SMEno ED@ IWIF.F.ur+LEss«oTEDOTHER— DWENIro«INO Ci=ON UETK—EW«slRucno«.q E�«S-s1P 11— —OFE— E MEIxiMNO Oc NL FLrIM&la FORUn�Es a Or�«ERpFptEO Ea�OwENr MMIE FRu.IRN3�OInCENf wN1E, F.PnONDEIB'LOCgNO W w FOR. M-FM GW BM56 nOGE55W REFER TO w+iOflG1U«FRS VIER—k FOR/uaGIORNG mFIWDs uN FRO.SE HOLmtai A9 REWIRED PoRPROPER wgf:WAIION. �r.m. KAK O COLORS UNLES9TED OTHFAwreE.FULL«EK;RrfAR«ERGui1R05 Fl«LR«TO auro«.OpwWO elnrEW/iS F«0 w KPH H. N OF 0URE1g BEHDIO CME 0--H s«OP DR—NGS.FRO—E%rFfIDED FKEPUT6 L EMEWOR--TO BE iwE a 9•Uw.O ,.I«rERwRw,rl..s TORE--N. FOURTH FLOOR x DOOR a CN;ED OFE—TOSE InrwTED o F—FR—EOR W—OPEIa«O s a«rER®O« PLAN - DOOR oRewR«oowaBlE«sWsuaE ro m+IERUNE OF u«Iru«n. K r Uauj r. O T T-T T T T T T T ' IT I�v- T -T m, -- $ It: • NEoaaoF, i:.a � $iF � .:�'�` .� ra.a«aa.ma.,.. R J 5 �moxnairwc 1 - I��m riox I 1 � I —. -- —�-- -- — — — — — — ——————— — c . cif -lit — —_—_—_— —_ N m o 00 N G .aa� ,� ..� ---------- om II �L I rw I�� noorr�c 1T •. 1 rinwiun -—— _ _ _—,_ R 2 40 I R a. I PLAN;NORM Roo"UN , ' HOOF PLAN NOTES .HOOF PUN IEGErvO J � �. ; e ttnrumxe•aawwaran.vouvw.aicanm�.mwnar•rr�ros rtv�rxma�mcr \\� +� . ❑vrx wwx�wr,ranwen �{ 11. ueu.r,sr.raves Niwo y aocs¢ortwrnrmwasu�r<r. � S ,zx[rrnrouuiFrcviamvEorw�nwwnrcarmtv�msPon.urnurrw�una �'g azxucx�NrEwxwmoa .eN�c KAK x KPH ° • ROOF s UJ Lu • r n , No 'Y.• r. e•nSE anFw FwE-uE t' r, ••- srwutAElE ena-A' Fu[nm eu`iA*la+s trweraweaNru s�wc n j oFCAF jPLAN DETAIL @ SPRINgER RISER @NORTH STAIR PLAN DETAIL @ IABBV COLUMNS - PUN DETAIL @ LOBBV COLUMNS • or w I � •F I I :r : i o = m ro N oER RAN DETAIL@ELEVATOR LOBBY PLAN DETAIL@ELEVATOR LOBBY `/ aag ® ® • O I gegq ,• 888 as n •: g 3 ccm m CD S � ;�rT •®� MiT v �i __ • Aam aN _ o 7 i \\ RAN DETAIL @ELEVATOR LOBDY PLAN DETAIL @ ELEVATOR LOBBY i x.. • I /A\. . � .�• ... mrass Y tm i REFERENCE NOTES ei A MEnIARGE050LLE TO UNrt6EMNR0EDPwaS FOn wNLTVFE5601MEn5pNS VAMIM RESPoBrILu6RRL1a ARFi55HawN 7 A AT AN EN — E.EMENI IOURL9/AEMOINIEO®tE0.N UNlE99 N0iEDOT1ESN E.pMENSI0N N060ASEOON METAIFPAME00N5anECIXIN OMENSpN$ARErocEN1ER UME On FACE OFSNO • Fw.wND UNo.wTNEEVENroF ascREFAMc�.clua aMENvoNs sNAUTA�FAECEOEMCE ,�_�. ...... E VERIFY pMEN5gx90F KI RUMWMO RZTInFSAOMER FIXED fOLpRAEM SEFOPEFMMWOAOMLEM WuI& 1_ ' : : I KPH 'F.nnoMOE eLncwaDmwuLFon ul FIXauneMW EARS A AccEssoPoE9.AEFEn ro MAraFAcrunEns w LTr2utUnE PonANwowuo METNOOS ANO FAOMOE BIwiW+o AS AEaIm+EO Fan HtoFEn nsrN.ArwN. •. 1 �� 3G. LL ALLE%1£PoOA CORNEnSSHALL HAVE FULL HEroHICORNERGWROS.RNEJ1 TO Marrs AOJWNgq MATERMIS AND _ � � ___ d RcaaWlMAuiEiocM•n�oN OFaImEr W¢NWocasEc000sMmisROP onnvmas FAOMce E%1En0E0 FacEPLATEs - _ .� ___ PUBLIC I EXR:I�YOFW�aILA r�YfEs roBE rrFE to urn ° SPACE uas TO W:TwEeA uxa - PLAN a im�onnusEooFENwrsroeE louTEa.FnolAAo.MCW.r FAudEwsoTHar oFExmaaceNrE�oaN - sFacEu.M.a IL a00nAwrN00w pwE«Spns MEra rrfrNrEPo�EaIAm u.n.n - -..-. .:.._. .� . ,PUN;NORTH. ' RlBl1CSPACEFlNISHPLAN...- ..•..•... _' AZ.O 1 W;= b _ IJ BEDROOM EIEVAl10N ^ BEDROOM ELEVATIDN W F. o- L ` 0 IV CIS �mA mn �C l BEDROOM ELEVATION �,BEDROOM ELEVATION J U `v c FLOOR FINISH LEGEND 1 c y c c p v"''mran,.wr'.i.... ,n`BEDROOM ELEVATION - �,BATN ELEVATION �l BATH ELEVAl10N �,BATH ELEVATION gym.. CRFrERIA NOTES* REFERENCE NOTES `'`"F' - ' D> ........... ................ SYMBOL LEGEND KPH Din .aoaro�..m> o E .:................... ..i..�....._' UESTROO ...............i..,. KING a O i...(] �i&nw,>m.mz m=.o�a G M o, m oNfs m.am=, , fD CEIUND PIAN fT F`NISNBFORNRUPE PLAN r ARCNRECTURAL A`.O2 =70 . L� BEDROOM ELEVATION ^ BEDROOM ELEVATION 'I C\"BEDROOM ELEVAl10N' �C,BEDROOM ELEVATION O N N N u)m FLOOR FINISH LEGEND w� °.. a = o i El b a K , ^,BATH E—ATION I�.LBATH ELEVATION ��BATH�LEVATION L /Al BATH EPLEVATION ppLL CRITERIA NOTES' x. REFERENCE NOTES 45 pDw �x�xwx.� m p a s � w,m �� 4 DD�° .wx.LL.�x°,.,°x..a,�n,w„xx,,... .°���.� .w.,�.,�.�;w� w ❑ Q ❑ N � . .wmr".exomoe+anon ae,wee Pnax s,mcea'wamro °H-° � N SYMBOL LEGEND we B ... eOO �..on°°wewrwwa. wmamn;.vvma..w�e °O' 000nxiwu ca co. ------- _0..._....I KPH �wu.s,muewe"rrx.msgcaiF,wMxrrwaw.ruewr. � e ®,mnoxm.wmer ® mo orawxcmummww.. B O A00dffD p � --0,�,L..n.anmae.,a,o, � ° a GUES.KING M ROOM B �morrew.xmwowxwwvnnz,mwmw.rmum.mura ' S .� CEIUNGPIAN' �rFINIBMBFURNffUREPLAN �ARCHRECTURALPIAN A2a03 w6 z w e z x ujLl K"I _�L_l y F. a L ELEVATION ^ BEDROGM ELEVAl10N o- = /` C\BETMDOM ELEVATION 'C\BEDROOM ELEVATION L ' Y� •c @ f FLOOR FINISH LEGEND 0 2 Eg El /El A, , :e� a" BATH EItvAnoN r.�wwa� _ BATH ELEVATON BATH ELEVATION O BATH EIEVAl10N 'r •o a i•o o CRfTERIA NOTES- REFERENCE NOTES wm� s Te a,m SYMBOL LEGEND 8 e ®wowe,m wuaw.r®e.:cw.nrr.mmeo.... ^', eianrnmw..w w KPH e ro ea uao. m m ' ©xm:ron a I a eH>® .,h«.,. a•.�.e..�Awuro.,.ww�w,:..� . ID QUEEN/QU EEN GUESTROOM ' ( \CEILONG PLAN -RN-RE PIAN H ARCHRECNRAL P_ A2.04 U k UNIT DELETED N s = o= .' o 1¢ e b 0 s N U a' JW - ACCESSIBLE ' UEEN/QUEE - wv w b �y u`BEDROOM ELEVATION ^ BEDROOM EIEVATON V I lw FBEDROOM ELEVATON �C1 BEDROOM ELEVATION `V ? w L ? b = t m FLOOR FINISH LEGEND C m ol 0El5 • w ex wz:°.rn mKw..cwt ' /\ aaAw ,rax ELEVATON /Q\BATH ELEVATION ^BATH ELEVATION CRITERIA NOTES* REFERENCE NOTES "'"""'"""''""' ©m�..�m.mwas wmr m.,u.mo-mu:w°°evwo.um:r. �ue.v°.o;m�±s� � �❑� I�'' p k1 m SYMBOL LEGEND ww a QQcmv, a � " m ro �iiOfgD —'OO .w.n.mrnmo¢rwm x KPH ®°moursw.usaw°wm.wiva:arwmv.w:a°uoun 6 ppi�pp °ew° ra ACCESSIBLE m --- - ---'-- SHO WER R m , 0 �' ^ .. � r,:>s• a/] [� .�`CEILING PLAN .�rT T�NIS�fl-RN-REPLAN ��ARCH�--P— A2.OV 4 � llt V L 2 k ® uja: uw•craaamw .. - womcw, mvw p- "` "'f C\IMNG ELEVATION �jl l BATH EEL ATION I r,NTH EE—'T* /O1 BATH--IMN I^1 RATH ELEVATON "`DEOROOM ELEVATION �j,WING ELEVATONWING ELEVATION ��WMG ELEVATON ;; ,` �••1 a is 1. .gyp 17 'C,WIN�ELEVAPON Q T ! — C N ca C C FLOOR FINISH LEGEND BEDROOM ELEVATION BEDROOM ELEVAPON = O El EmE� 9 EM R e Fr O CRITERIA NOTES' REFERENCE NOTES •.o...•w.r�.W..r�a®Em.wWEs..00re .�.m.:.o.o. w.,mw..a: .aw.. �, _ poo.E�oow o:�n�Ww�,.:E.�as.am,•�.,..:+� .a5• r' O O � o © mnry vrc.w,caors:: aacroaaeemwne w.:a�w. y / ..J Z z a` A U D� •axruwaxanunwraweo.aww:xm Rwmarwunacw RVW rmxxcoxWav�1fiW�wmm, � �. y' � a �N © � � . SYMBOL LEGEND 1BEDROOM NORTH GUESTROOM ,. CEIUNG PLAN ^ � A2.07 �n .. - 'n,FINISH&FURNRURE PLAN /'^�L,07 ,• /11 ARCHRECTURAL PLAN 6 _ _ w EJ ZI�g im FmaFz, I...t.......................... 'n`fl4TH ELEVATION ^ BATH ELEVATION p BATH ElEMMN -, �As ia �ve-:v ,I rA���IEVATION 'T. wan ..'. WM GaEI ATION ^C\=GEIEVATION �C�UVINGEIEVATION O .. s......: coN L ..................... : uceoo � /\ .L FINISH 8 FURNRURE PUW c` N m N� Z 02 \/�EDR0OM ELEVATION - BEEDROOM EIEVATION /u,WIN�EIEVATION 0 5 BEDROOM ELEVATION V,BEDROOM EIEVATION adS y� a ® �w�♦ CRRERIA NOTES' REFERENCE NOTES FLOOR FINISH LEGEND - ab En SVMBOLLEGENDw...ow®ww�e:, 9 KAK � O k o © 1 BEDROOM NORTH LCU IMG RIFN _ I; \ARCHCRIRAL PLAN A2.08 BATH ELEVATION _ _ ye y BATH�E ATION _ `u,BATN ELEVATION __ A BATH ELEVATION c m [1" ' oan axrt. �` UNNG ELEVATION LIVING ELEVATION 'u`LMNG ELEVATION - -,y - IMN�FLEVATION - F -no - E L- C: _ to n ❑ c � m c CRITERIA NOTES' � o_ pmmmnwooaraeas+mavmva%mmw'wvw+ewa �IBEDHOOM ELEVATION _ - v BEDROOM ELEVATION J BEDROOM ELEVATION ' BEDfl ELEVATION I-u o a �_« a R s § REFERENCE NOTES F s a LOOR FINISH LEGEND SVMBOLLEGEND KPH —. 1 BEDROOM Q '�..`.. w.w par•�sexrannff SOUTH B CEILING PLAN FlNISN&FURNRUflE PLAN , \ARCHITECTURAL PLFN - Ewe. uj- FLOOR FINISH LEGEND El - -------- -- - 71, � IF , _ c C co _ q I. $ x; @ k - i PL4N ONORTH 1 _n FLOOfl o d� RRSTFLOOR - - - FINISHES PLAN : A2.10 . : eY ----- Vol I YVol" v! AM ." t 7 wL F 77 ,. FLOOR FINISH LEGEND \u L owmox ram[ TT Yr. V r� .. Oil ._ tax I � = O 2 r l PLAN NOflTH 1 SECONO FLOOR FINISHES PIAN : _ r g � m - er KPM � a - SECOND FL NISHESf R FI - PLAN R AW 1 j. 3 i ZIA Hi, O NOW i FLOOR FINISH LEGEND flNJUlotD ilI/ii� O TVA — - _ m W mlaeie = NC N I.' polls �, m PLAN;NORTH �i THIRD FIDOR FlNISHES PLAN. - - g� r o $ x KPH WIRD FLOOR FIN R - A112 w g uj J. f • _s .�' ; I � � '� � .rem � „.;—�'. . ' FLOOR FINISH LEGEND o o = en ED X t - - P Q 'J El m f f 11 � 3 - vu.armmmn•.wuE �@� Ed -� i f PIPN;NORTH 1 FOURS FLOOR FINISHES PIAN g Z 8 j o o m P N w KPH . - FOURTH FLOOR FINISHES PLAN R A2.13 r• w ro eb w sa � rwol[a a('= ronrvnr mwn[ v�rwrt� M1 en�x.riimmwwr• „ 1; rvn.auwa, m.arv.,wa r amoesw ., •.. 7 mm. WIN ,,,.ry A.� m�xd..•.. ar __ --JIM -- o a a x � _ _ _ �L::�' a ,k....,E.u; ___ x,orv.f�n .m _ rvencox.xsvw aa,wxosoEm.em rux. sw +vrwwer.mmax.. _ � � _ Q - sere.. sow w.0 mmxxxm awwwxaurvrae�e... co NroORTHaEIEVATION r.wmroxc x ,.h L- I ro ed ro 1 p L L ENTPANOE RAMP IAOgNG NORTH P - - - SERNCE RAMPISTAIR LOOgNG SOURi ca m g I ,,.,.,.R.'s"....,-•r. -f^.';: ..-, =';- ..„'"T�nk".` -_� �.r•-,ywr�.�,,,,— .„...,N^s-=< c SERNCE RAMP/SfNR LOOgNG NORTH __-_ ___ __ V TERRAC TERRACE STAIR-SOUGH •. J la _ is Id j PaARTIAL NORTH EIEVATION �. m s �- .. y`3 _ '"`�'��rv.�`"`Imx,.lE a ^�. �•tc:. V,t�Cr�4�.� ... Y�� .� "F." 5„ c � x?� �a,+�"a' „xm 9�-."� t rk :: a'�;a•,� 5,.q�`�,� __ � � r�f�'�-�+.' x,•....mm� � s ....�rv.o.•ooa `Y��� ;� �L I .� �r r ,m�r..�m�... o & t�6@11Cl_ t d�w,mm. a�" x ,,.yON E 4 m g o x x o 0 0 x 0 LL ..._.. ....._..... ......._ -:- :a_ --.. BWWWG ELEVATIONS y p Sm UTH ELEVATION n +vwvnE w+,mrur ru+rmu..umw mw.m.vunm u. awc v.wlm m+.,wan roorw.ro.snnxwv® A3.01 ul Q Ux �f HMO rwrt�o�Eny '. _ ry . v+xerD were A[no�a+n ;� 44 b wv �neen`EvrHr C� w a e; �.,m. R rULM �.. : W.::::: : .._ _: :,.. ...... ..�.em�• a - — - - ... S 1 EAST EIEVAnON snw .mra..a sea.e.eeen ^ PM WESTELEVATION F = Y L # O^ xom .rvnnvem s�a` iy � = L ..raun.mxmsn..a+e � � m N , mren.wromwre..eo,muarue..�. C y v; 1 PARTIALEAST ELEVATION OP PERGOLA N TT T T T sa � PARTIAL EAST ELEVATON •� �,PARTIAL WEST ELEVATION I+�*a I * ,J`PMiIAL EAST ELEVATION �l PARTIAL NORTH ELEVATION O m-iw i ea.�a SOIJIH STAIR , m-ro 50UM,STAW S m m z m..«ema...a ue..m.swor un.�w u.�. 9 wo�en.•on+e•a•.e - x - O 8 O K�2oj PARTIAL WEST EIEVAnON �,PARTAL SOUTH ELEVATION @�PANTW.EAST ELEVATION O P$ARn�SOUTH ELEVATION 0 ^o NORTH STAIR m ^o NORTH STAIR a ! NORM STAIR �.crax KAK ^ KPH i 1e 1a BUILDING ELEVf�ATIO/NS 11 �ARNLL EASTEIEVATgN ��PARTAL NO ELEVATON - • `v•O` I x,o„�. w.0 ummmr�a xuom , I npawervowocma^,. xr. I env I A I R I CORNICE DETAIL FL I _ I muoae�erYne< �mo.w�u vaw,w vuun zmvmo I f � nxoos ,� mvn ¢ � - nu I $ wuure,uvaw osmw,wu WINDOW HEAD DETAIL I Y.mm . _seus:,�¢•,w r 1 ererv.:w.e:xrsxro r xwwv�.,xw�`re � i I w.xxw _ �u�.wurv„mi - I WA11/fl0pF DETAIL AT STAIfl TOWER - � .. ,µr wamaoum1oa,tm[o � SGUE.,irr.�a nvamw� rummmauwnww,cx WINDOWSILLDETAIL X X g m^w 1 xeru,onevmm r�r¢vnxmxEvwwwmtx I m rem on,rw� wrnemssIX,rwv^nw w,u me xmrtr wumo n..aoouurwm ••—+ I . i WALLIFLOOR EDGE DETAIL WALL DETAIL 9 STAIR q^e:uro�p DOOR HEAD DETAIL oodc msw, e l , I ,oraaxmxnac w,•Atr w.u<w.. o A t d a STAIR STRINGER®INTERIOR WALL DOOR SILL DETAIL - t i1 WALLSECTION I 9 ISSUED: REVISION: D M 02U316FORODNSRUCIWN WAIBDITARREIGIM Hyannis Harbor Hotel $ °� O — 1 r'or- Ocean Street 59 �� x Hyannis,Massachusetts •.z.wmow:om I ROOF PEAKIFLAT ROOF DEATL I / eu:u:rewnre rto SA /""/ � \`� mn0�ro T�/B/ueow•.u.rwrtuoraav • m I �1 euv.rn-e I — +raven a:axrra. cnwwriox �—_——— 1 ' vuca ewr.n I R e:roou - en ronevnma I nnoo. . �u�e.gym• — wn�w Lvr.,n v..e.e¢.� omurt mnro�n I I I — . vu um..orawm I 1 I I WAWFLOOR EDGE DETAIL 1 r I I1 S ..em�ca.•.uwnnmvrw �°rW,n m. rm roermcvw• ——J mmv�mm �n , owci WAILFLOOII EDGE DETAIL _ d saielrm•ra 1 . I ••:I rocuu d :® muanmvrxev.wn wa¢ -� ' - '. o�.m uwu.mmwrro ave. ,I . rx _ aaimcnv d rnve ,e.rouev.mo ° - �II I I-III-III ° p��iwsm.wor SECTION WALL BASE DETAIL WALL BASE DETAIL -.5.5 �n,WALL SECTN)N 1 G 7 goo) ISSUED: REVISION: O- i om @-SI9FFMCONSTRCBDN OSZM119BETAL FROMON$ Hyannis Harbor Hotel ra�D awBleFxaoDRwN IxlRnucEavED /OPEC HEE O DOF N FZ x Ocean Street (NUl Hyannis,Massachusetts I , I I :.-T-E�.l ROOF RAKE OETM sGVf t Irs-tw � ,o`t 6mn �1 r" «me�.ov ovm a w ' -- I w.vmm m,o�nr,awwe,nsuo orowman,m, ` __ I a+cic,w,orrama vs.amat� a,+.omsu,wo 8 \ wvrnxm , I ww - oemarrw aacvc.a¢av uve R l I we+a.umm^ta.rtn a.wmau,wn I voa g I I I SAS DOOR HEAD DETAR ..moa«e,mwm.vowromue - '� I � I I � I I a.nw enrt„ PATIO DOOR HEAD/ROOF EAVE DETAIL I I scur.I trs.Ia y - I / 1 �-- aual wTw+emw aaxeo,�.T artn« I I ¢[v.-,m - morme srEN.exr,wu �—a r � T Tuvervraxeuuw+mx e I I . / I ew,ma oeaeore , I I I I I x` � m•x m,xeeuwrun - I I 6 / 1 w.rmemuusu,rp.w,m PATIO DOOR SILL DETAIL I ^""a I I� rrx me,evn,va >tn,..nia 1 rrwexeu¢xrvnn 1 �- � wwle a�.e rsuurs„w, I.` I I I ¢ev.i,i.v _ rwoca e.e.,ron / xoaox.eu .men«.we.,T ev PATIO DOOR HEAD DETAIL - • - . 1 nr�rno,r,w . g Aunneauoan SECTION DETAIL ELEVATION DETAIL $ ee,,waex«nweFu.vn . - � wro„reoaon DECORATIVE BRACKET BELOW EAVE scut.a.,n w� I i YV LL SECTION PATO WOR SILL DETAIL®FlR9T FLAOR rs tO sG1E,t?.tN ISSUED: REVISION: D om� 02016FORCONSTRUCTION OS7P160EMTEYffiONS Hyannis Harbor Hotel A �o /oPECHEE WNOZr- x - Ocean Street 9. i ` Hyannis,Massachusetts . . .:... I I I .roE�„raw „�nw.ea:w�, „�naarwr,rw v ww� r,r .u.va � I 1 nr�a,cwr„a CORNICE DETAIL n.a[ MET-- 6 asmx�, °¢Dove wp,uKaowsu,.wr . ,Ev.w ry,E,°�w@@Pra�EAwt ��� urmro — — rev,•in.w tw. w ' mwo @vEacocE :. \ ,rv2vwe.,xevrtmrurt t ♦ wwnvrxrrvA rca.. . I r TERRACEIPATIODOOR HEAD DETAIL 1 � w,ruwvs vn 1 1 I r�.un,rr,non . mxmnw �♦ aE 1 r - J g PATIO DOOROLL DETAIL , auwn ru ro vus � I rwrrnEvm@ ... rawxo@ \ I -- u,a,•,nv waorwurn ,un enwswra, .— 1 ' - ro„vicrwa PATIO DOOR SILLOETAIL II\ scue„?•,b \ P 1 \ 1 \ I g PATIODOOR HEAD DETAIL \ I 1 I I � � - 1 xe@m roonw ,ee reu vnavaa wmvawwmx@.uww /I1 - cewMa TERRACERATIO DOOR SILL DEVIL 1 WALL SECTION N g} ISSUED: REVISION: D y @@Is OoNsTRcmm OSA16DEIMREVISON$ Hyannis-Harbor Hotel O r_or: r Z T- Ocean$treat NQ. _ Hyannis,Massachusetts ,<..E�:.�:.,.:..,,.„..�......� � wH� - � 1 �wxw x.muu1 I � °� 1 �roa xmo ..om mwwwmrg,rm — — ROOF RARE DETAIL mcnuv[xr,m h I � `n�c.uex w IMI I un.awo °pnxem.wwm d. ' oxmoucaoa �, _ ww ExRwow 'Ix— �s x I TERRACEJSTOREFAONT HEAD DETAIL I Z 1 �mc wwona e.¢wEenorxxan I ,wxomr:�rtx=o xc�rto.r ¢ 1 4 I a EAVE 8 STOREFROM SILL DETAIL m.00H • - / l I smexaxEx, ro,wrs�acn r rosaaoae .. 1 d d. I' wrravn.nnc« xemc¢x¢n mw v 31 11D I W.N. rE � ""'0rz0 awn*vlse..,ex nw� xr axeruenornH.m.o I ,a roe I i c+oaox¢w� ro {nam�iH t neuanm LIM z I= � STOREFAOM SILL DETAIL \1 I I ^� vz cmwrw.e � xawn Z �'�4AF10�� oe»n 1 I ' ._ � -��� 1 xolearne � en.o¢ev.ma �nowwsrvu'o I,. 1 ra .eencuaxr X I ,. xxru enorvw�ou reenc¢A.r --�--- J ° -� I - WALL DETAIL®WINDOW HEAD 8 SILL/FLOOR EDGE o WALL DETN;®VANDOW NEAD 8 SIIL/FLOOR EDGE I 1 � I � I aarmromax,wa r�'�i¢p uv°iwrwcn � 1 ---- -- �a WALL SECTION ¢aseramaxn,o:aaa°xnnxo ?-'a TERRACE/STORIFROM STLL D— I...E _ REVISION: D om 0Y4318RXCONSIFIMI QiAIG0EIAILREVW4 Hyannis Harbor Hotel `a m /OPECHEE 052F18 ECTE REVLCONS x ;,y:;sn��:lrN r..ivnOsn Cn C D0F O6U618 E1:fEIdOR WAIL IKJRWGTIEIIQYED t NZ Ocean Street y, i Hyannis,Massachusetts x. .aA°a.�xx,� � ,a,�,x�•�,„a.rarA, a,wrnmu ovmxia , tl CORNICE DETAIL L (' v 1 1 I WALUFLOOR EDGE DETAIL ROOF INTERSECTION DETAIL .wE w.,,o,wt.e.waaA �"`� i a'nv,'n nndaannnnrcn•finnni aa . 00 Ew rtr — — x, m. e�,aeevxrt WALUFLOOR EDGE DETAIL aim„ a WALL DETAIL®EDGE OF FLOOR&STORMONf GI NG HEAD d —T— M IN • , 1 amuc,xw oa.w.ws , IT mfl V ; �ALLSECTION —III—III—IIIILE STOREFRONT GIVING SILL DETAIL ISSUED: RESION: D om VI 02 S 6 RA CO"5mxTm M0.16DETALFIFA]S Hyannis Harbor Hotel 0 � D� �OpCHE 0 FOP x Ocean Street — 6 p° i Hyands.Massachusetts w i w� ua�rcurrsn r� mn..io.�v�l 1 ��Pm on mrvmm . eru[rrexn 6 cvnwxrieerax ' ' nnume'arrrc sm � �� w��ru�axrra M� riarwswasm.umn m� r; ewrenmoa vaweumrn frwrmwrnonwne ewuaswamwv�..o � vnear[einw nae�a aem roKv.ma L is�an.wwo rw�u main nmi WI __ ra mra a+aenrw - e srauevw eavoas ¢ev iautaaaam rt.aurimm 1 nmmn�anwa maomwua �a%�m�umrarauvm 6 _� I waswcon aY - \ 1 -STAIR STRINGER®F1(iERIOR WALUWNDOW HEAD DETAIL - xaaor msEamnaane $ 1 J �'r�rs.ra f m^Wa x+lorv.urwroeuaoxe CORNICE&ROOF DETAIL - a4 see'ws+^uvsrwniwrt 6tst - 7� nrem�nmwrr^x � vau000v.+rruur I .•. I mac shwa samvamm ' .. r. ._ - euv.•�mr I` sr.wuanm mwo suuvr ff.w mwawxau .., -.. •. I .ere.romwc�we.e ' \ 1 g 1 .axmnsiavwawua / nae erru airs erapgep - S - e�agsurmas mu wasa wxvm 1 n l STAIR STRINGER®EXTERIOR WALLIMNDOW SILL DETAIL ¢ 2 ..�ma.,,.� a,mmw,aAeae� a LJ - ��WALL SECTION m i o FIRST FLOOR SILL DETAIL®PORCH (n ISSUED: REVISION: D o� 1GFM=STRUC110N 6SA160EINLFEMCNS Hyannis Harbor Hotel 0t4 �$� /AORECHEE Ocean Street O N F Hye nls.Massachusetts �,,„ f CORNICE DETAIL .erumee — � 1 ecue.,ra•rd �-- 1 w.w.wwxwermur.yrzrm roroarrcax 1 / roruvrua I.,w ov emumx ne ROOF IMERSECTION DETAIL bWE:rI?•r'd atermw �wmc wcn ronwxomae �q rarwm ' znq®rmcmrw � - B nevxrn.e — a,:nvn murtrxw mu ewss S 1 am�crwu�i mr�wcs � " 1 a<emow cmvnome�na. . ' irwaramcer,mrnm nem.urfam� cee¢w aoa..rtnroruv.e wrrrraru IDETAIL®CANOPY/GUESTROOM rzonv000ere..wio�e xaoovo :m�co.. �ocv.•rm.• -- — — — r,¢•ro �----_. m,urt ccxxr rw, ewxo xmva ' 1 DOOR HEAD DETAIL®CANOPY/LOBBY I � I' i e. en weex re mro s 1 - 1 mewwimwE d a a u�Rxp:orrzw`on a�.m 1 1 t I 1 DOOR THRESHOLD DETAIL®CMOPY/GVESTROOM , I 1 e vw.wes I onwv .'ervemuwc � 1 la I 1 — 1 R 1 I o I d.. - - - 1 eme d _ I --- T < WN SECTION WALL BASE DETAIL SC/•LE:I I?•rd ISSUED: REVISION: L1 R D n } 024YIBFORCONSTMXIM OS 6MA4 REMa0NS Hyannis Harbor Hotel AR q oy �Qn� H� Y 0n 06Z6 D(ruvw WALLwnNOlEM0VM v' E E .r T Gc O ZF M c:,ch:rvrre F:A oN � Ocean Street l/1 i Hyannis,Massachusetts ...,,,.,,,:.a.,w.....,..n_.r..,.,. i 1 mww..m - ,m,vu .rm.mmm 1' 4 I .am..aan� nedx.mm sas�we n 1 ®r DETAIL®CANOPY/EERRACEhVINDOWHEAO I I I wa.rom,a. SGiE,,?-,b I wu ir van:,vmnmm wrmearm,onaFnas I ri,m,wswo-n mm,uu� i anwm�a„wa� . muwu,anmmrurt exa¢n.msu m,oa,e ru a+[n,m.om, •usrnm muna .onm .... amrna a�,w,�� I ,nretn� ae O e - G I emwaoonocwa •. 1 amuc+wu muwm DETAIL®WINDOWSILL I •• a ,xareancsxax,mm, 1 1 nao unww,vx amw+uvra waww 1 I I DETAL®CANOPY/TERRACE I I I IL � 1 1 1 1 1 1 1 1 1 X' I I 1 f 1 i 1 ' �VVVALLSSECTION (n ISSUED: - REVISION: D m @ 16 C NSIRLCWN U ODET&FEVSONS Hyannis Harbor Hotel n� OW6 UIEMOR WALLUGNIWO REMOVED C7 P EC H EE r Z 0 OF ocean street to " Hyannis,Massachusetts i DETAIL @ CANO"rrERRACE r/ � ecA�E.�i2•ia - ' ue,ue ,� I � wwxo srs,eu I e ewv I � v"wewwcwawevert,. ' I ��m,:rwn I ewa.,o m..,ovre.r.ce,m� I wm+,won,ww,wwn I I wv,e.rtww,w v owcerrm mu I I �- mwc,wx w.vvae 1 d $ 1 i DETAIL@CANOPY/TERRACE - - - J I mmi . J 1 I A•rr Qu�cv..,m.o r I ,o,eea,ac,mue - I - r"WALL aECiION r�µ� xrvmme,u„w* vuwewssx eE - . ' .. 4 ,ueeex mn."v,om K .• DETAIL @RAMP DETAIL@CANOPY .. - . 9t ISSUED: REVISION: D n 't @0316 FOR CONSRiUCIION OSAIgOEWLREVWNS Hyannis Harbor Hotel p �; 1 ZF OSO61S01MRWLLLUGNnNOREMOWD 4 r� ACIPE .HEE k Ocean Street to Hyannis,Massachusetts ,r 1 , V V Vj V v Y v v ROOF PEARIFLAT ROOF DFATIL scuE rr P , ' 1 ZX mw.oM..x, 1 I vua.uwa&n uee,xoox 1 Twxo _ I aamcaxwrmwo , '� 1 . �- ussxroeuv.,wa 1 `a 1 I EAVE DETAIL 1 uay.•,m.. I — — vu x.sva•m�ue ux�s. ov� L I wx�ow _ ' I 1 , _ xorvarw[u wumoAn mwrcvona.vwoe M�xa°vp°:o�f°��0°° IZ —- - -I I e.rvrtxpw.uaawaoo-r¢. ..,o[.a, ,oe, 1 , � 8 a�eaw� , 4 I t waxaoaorw usss,o r,romoa.,,on,w, tx�,rn me000zm I IQ I a mro e,evamo ; 1 1 I PATIO DOOR SILL DETAIL 1 e X I , I w:. wT,em , H. 4 ��,wxo w xo-o .w,.euoaowe.,u.s � emoou 6 WINDOW HEADB SILVFLOOR EDOE DETAIL PATIO DOOR HEAD DETAIL I/ "�' ,xew.uremxexrumeu [resx�xsxr . �,•.... .. .: wwmorex eusaaaosxwx e,merw,w anrt. xumoa ,oru,or.aw an.nue , •. :.:::...: ` '\A` ax m,• ,omvxeoewe xweeme A d nQ A ,xoo X.— ,osmcvmww A _ - {`?ALL SPECTNDN SECTION SIDELIGHT SILL DETAIL PATIO DOOR SILL DETAIL g ,yI ISSUED: REVISION: D R C 02-S16FOROMSPILCT01 MO6DLTALLREY M Hyannis Harbor Hotel nF`<y ma6,66xRaoRwut u esmwm 'AAOPECHEE j Or g� C::N.sixli i::�C:N!.MtPD[:h idn � Z x Ocean Street N i Hyannis,Massachusetts vuw+.,auvu o ,omuvwow. I , �nx,o,.n .,,.<�„xx.wxww, ••� I ;,i,o'�",,,R.,®,� - rw.0 x.�a,r - I auwxr 1 rwwua,.w e.m,c,wa w. 5 ------------- Y,h[x r,x[xt[�¢n was O uu• wp n WALL&ROOF DETAIL @ STAIR TOWER CORNICE 8 ROOF DETAIL SCUE„Yr.,,v I uev.-�n-e I 1 EDGE OF FLOOR@WALL®STAIR 0 aum rx[,a� Kmt�wxu[xo-mn - �- [[ncw n.vnrw wua rvaE 1 En rovn.sx»EEuu¢ nusxw.oE— d —III—III—III <u WALL BASE DETAIL . 6Lw1E t,R-,w � WA SECTION STAIR STRINGER INTERIOR WALL N ISSUED: REVISION: D m @09,6RPWNSiRwnom USAIE�TRLRENSM Hyannis Harbor Hotel A ogy g $ $ I/AOPECHEE N Z Ocean Street (n Hyannis,Massachusetts w..,......,,.....,...,.,,...+..„,__.. I earn,wrw n� .,""rau` ° - ,vaume�rzuer°un 1 I 777 vu,w° >meorn.un wv.xa 1 I rfsw,°euv"tan I cusiroow ROOF EDGE DETAIL scaEtt2•ty - xaven.0 e°.w I . rr umu,wea • � DETAIL wE:,.ow. I rw.eant eon n,�,�..nw9,.no. I _ rrrex mrwv� tvuex au I WAWFLOORDEDGE DETAIL I —�' �a.rare,mruv u.0 w.as w.o urenroaw 1 winecwune.nwu" d - I 'r rrmuenomwm d I r _ rm arnomorwrwc e x ur.xro a. arwme,wnw, n.uemc I ran I S reen rE.¢,nmw ..,eny DETaL@W aSIU 1 _,„„m . I. t r ua"vma� mm e"n owunnv. I _ a 9 - retvaum enc, p � I I _ I I n"mw - rla"rt e�.nnou.oexe",w.w � _ DETAIL®PARIGNG - IT �u9ea..m.w - �uft`•..m.a ' " EOIION - _ 2 WALL SECTION -,V ISSUED: REVISION: D m (I.aFGRCGNSDNM 051D,6DDNLREVtWNS Hyannis Harbor Hotel � of 55III'RERPCEVEWREMO W y - /ORECHEE a&S 6 EKTERGR WALL UGNRNG REMDJED OGV'.:�n,J..iton 4LwicVrin;{:N CA) Ocean Street U) ` Hyannis,Massachusetts :. I - ROOF B WALL DETAIL - •. state„lr.,•a __ _ r-- I r 1 I .. -.. I .Ew,va.wn.mus a wE+umo 1 \ I �amoow L .IEER;OIRWALL DETAIL 1 . \ ro�w'r.w.nmo eoxm wr. ' * - 0�WALL SECTION DETAIL®INTERIOR WALL SILL' - .. Cn ISSUED: REVISION: D � � Ot#IBFDRCCNSTRIICnOR (B-2l6DFAnREYIS s Hyannis Harbor Hotel > ^� �. 1 DC) g /AOPECHEE N NZF F Ocean Street - po i£ - Hyannis,Massachusetts 1 aex 1 . uwmwee,rn .. �scn,o,rxvc,.owm niww 1 x,r,amwauurt.wu � . \ - wwncixaw o. , ROOFS WAU-DETAIL l -- , MU.,mw STAIR STRINGEWFR RCH CEIUNGIFLOOR EDGE DETAIL - - '':.. I , •.. u�xnrE,xnFe�vwax wmen .. - '. . 5 .. � I am a w.u,mFs wauunwrourortwx ' d - .. l 1 \WALLSE—N 1 1 �Q ROOFDETAIL \/ ISSUED: REVISION: Cn �m 02-S16FORCONSMCfpN W&6DErAILRENSIONS Hyannis Harbor Hotel / D0 a y $ I/AOPECHEE V V .� NZF Ocean street — w i Hyannis,Massachusetts IP g 9 aE3 ELL 1 ro gg �A R[p;g SpgpIq gg go g ® pgd g� �R 9 Egg? 4� Alp i4�} P I 8a A 5 A s� o ' g � i ' F a o / T ao F P F ISSUED: REVISION: Otffi -I6FORCDISTRLCrION o5,l6 w�twoss Hyannis Harbor Hotel � ,�OPECyH,EE 1 u)LZl v Ocean Street •— i Hyannis,Massachusetts 9 w S 5 A SIV TAIR PLAN®FOURTH-DR �' wnaeum,o rm MML t9 \ ^ HANDRAIL DETAIL AT WALL w�osaarw®w \\ Q i 9 — — V \ \ S J STAIR PLAN®THIRD FLOOR � x / - e k k G \ w tmre ' yf k k IV /iT�'AIR�IAN QSECONO FLOOR - rr� uanw.oao _ ' , �, _ ewueaavw,dartrvw • v.u. Q $TAIN,PIAN Q FlRST FLOOR J STAIR PLAN®FlRST FLOOR } ISSUED: REVISION: D M 02-%16FORC0hWRUL'IICN 02-a::AWEDNOTEATATNFIACSIAD Hyannis Harbor Hotel - O 0;D OS318ELRATORSPEDREV.CFNNO5MMHED — tl a /AOPECHEE a A Ocean Street ZQe - Hyannis,Massachusetts wpm�waxm mra,nw g 77. ' Faro. srnp,vxFxs rrma ���CCESS�3TgIR TO ROOF - n O FE S� Z 9 i q`�PUN®FOURTH FLOOfl a 9 y + Ell= • g IN /D STaIR PIAN @SECOND 8 THIRD FLOORS ' •�j .. an� axuse[Wxmswa g r _ x�wmmnox - n„ys .. nwmn srec,s a En • ¢unrmmsEcrWxwaa ws n��ra �' r a i STAIR PLAN @ FlRST FLOOR STAIR PLAN @ FlRST BOOR e Wn� B ISSUED: - REVISION: D a NOD Hyannis Harbor Hotel mm � P E a q ozmle wRcor+smucfroN -m-nleanoEONorEareTIl RRcm mc a �Y'n� osa�scaNssuoocERo�rNSar o:urluewam g E NO - ..an Street N0 - Hyannis,Massachusetts f ims,Eru,wm w.waoe� ervm K .mnwm?.w ,n�o�ra�nmuu h eunwnnrax r Y 6 srsas,mrvmxs b 6 z UNE�N CHUTE PLAN@UPPER FLOORS �j �rv� 15 tc s,�ar,mar maRxw w P e _ Tf. Tv LO 6 VUNENCHUTE PUW @FIRST FLOOR Y,i o f � mz+u vaxpurs m � I �/ v.m,mrvwxiPwrw - „v e• wrr mwuu ELEVATOR PLAN @ UPPER FLOORS S^ _ .. ElEVAOR PLAN@FIRST FLOOR_ G ELEVATOR SECTION (� IAUNDRYCHUTESECTION I r to J ?., - v ?.t•P A a,.fi gq ISSUED: REVISION: 'n Fxi v 6 FOR o53,eREYA,gi SVEDNa LEiuwmwD w Hyannis Harbor Hotel Ocean Sheet i W z a - Hyannis,Massachusetts -x x DOOR SCHEDULE __ � wA «A— W �E�RDONs � x 0. —i i`— i^C t t 0000. 000o f t UA � J $ $ OOOO $ OOOO 0 c � G 4 � n� �• xa n�� _� �� n n n n � ®`• ® WINDOW ELEVATION TYPES .mow ~ nwnwrmr �� v am E �ODMMON APE4511 DO 1 NHD M SVfO PE PDR W0 dFWWE L HHO'LLeW META FRAME Ao0. REFRON POOR BO0 SIDD11 0EU E S t H r0 (G TIC SUOG WO VB O IJ N UM-STO T 4 O o 0 0 0 t#o 0 (D c: ur W aE%IERMP - eueLoaox� as weer r emoaon er,n000x ^' e.xu000n rrsrrnarwoow.nanv n.rl¢ooaP aucussmm HOLLOW METAL FRAME ALUMINUM FRAME S SIDEUTEJNTERIOR DOOR ELEVATION TYPES w .w �. , .na• = O 2 N�E ro He.�.�cum.Pwm.or .ar� 'rzvoomaarisama wrmremn® ec ycm.%nu GUEST RM.DOOR HFA/JAMB DETAIL AWWNUMSTOREFRONTDOORFRAMEDETAIL �HOLLAW METAL E%TERIOR DOORFRAME DETAIL 1n—YF^.•W �'�I G nn srwm+omrrt.nvcws rf.�iraaro�g1� Z �'' ('I'�•,� ;�' I�� y E e sero.�nwwwr w,ern.w.t.waww.�mava aaoeaam OHJ ROUGH OPENING € ,wearao Hmvo i9 % D, D ripsr.WTFr..srmrtcm \" vetvocw rnwr . � D � D � rqm return n.mrm m ov wtEauc 5mr MAR8LE THRESHOLD CONNECTING DOOR PVC THRESHOLD MARBL US THRESHOLD -A Ar tea. Hardware Schedule FIG.A FIO.S FIO.B mwa� oo0n ..q,pPK,E P00,.9 ,(WET pEggpuaDSEtS .m«xaww "vovmu+. e.....o...m.mn+civ. � ••Fm �ru_ nalalrq HSt�nEM�M sEi�rymuC Em xTx'E.i6[cTJ ,u uio�t er.roaa.:.rw .�vTiati vum..¢oars tea �tmremr ww.on.ew ,® ewi+¢Cs yHHvv/.rEBr D'JM SunIFn t ,FA=1T SxN000]16 (c I o00(R�� FA PPNeCv sEr Go _—miml ruwui nGUEm w.xIXry rFR® ,2vhnlwRx COVER ,�tiiOG�T R5 O S tl l _____ OOCR50Nreaa,0 • T TMG � g h \ _ ___ I tFw OCOP rvFFP OEeCeOI> � �.Hs. • A • A r D A O LMnY 000IRE%fEwOR NC,OGStT KAK ' 1 Mu0 0�5 SIVPb w en...r.... FIO.] fIG.J JLO FIG.t ..r.roun.u�evr.re.r � � ruFtDMs,OF v.o00PWwb� It 000ws .ora ,�.aooPs,Re ,F.,PTo�WP Na DOOR-WINDOW SCHED TS DE .. .M.....srre...or.m......a.,.�.e�rr,..e. ELEVATION N WINDOW MSTMIATION DUGHAM••M,r••w.marrr..w. •"�•`•"`n..w..s.4®rv„r..ro...mem.mwawn+n ELEVATION®GLIESTROOMENTRY DOOR A6.01 ' Wz W.• 'pry UC �` ®c : ---- ------- Room Finish Notes O • L O pUp��U) r N Plumbmq Accesso Schedule - C N E ox � mm 605 MET T U - - - o Us � s . w KP N ROOM KNISH BATH ACCESS. a SCHEDULES A6.02 rya. ❑ ❑ g ❑ a ❑ ❑ ❑ ❑ ❑ EL = , 1^2PDiTH FLOOD CORRIDOR ELEVATION - Mq� .❑ RIJ ❑ ❑ qE1 RLT ❑ 18 2ND4 HF OOR COPRIOORE EVA ON �� pI:j qE1❑ ❑ ❑ ❑ ❑ o .17 '�T RACOR0.ELEV. ��2NDd'tl GJRP.ELEV. 15 ;�FLOOR CORRIDOR ELEVAMNco _ m n``Y V<< ❑ $ ❑ ❑ ❑ ❑ ^ T❑- n[] EI 07 ... 4 ST F�CORRIOOR ELEV. i 2'Da�CORK ELEV. i^ ;ST F�OpR GMPIDOR ELEVATON .. . 3 a - .o - S— sAy m i TgIET EIEV. �O ;OILEpEtEV. n GUEST UUNDRV EIEV. p GUEST LAUNDRY EIEV.. 7 TOIIEf EIEV. TOILETELEVATION ¢ +s o000 0000 0000 0000 0000 0000 - \o � G`MEIEV.'A, 4 LOBBY ELEVATION \LOB%CE VATON O 00 00 - - o0 00 0000 0000 -�� �,R 00 00 = = o0 00 ❑ ❑ RR ❑❑❑❑ PUBLIC SPACE EL TIONS "0 ELEVATON /i 'L0681 ELEVATION A7.01 1 T b • _ 4A of J CC C /�n1 FRNEQS ELEVATION i �1�NE�ELEVATION V�TNE�ELEVATION ^ __ w „\FRNE�ELEVATION > ^2�^s KAIC ❑ � � ❑ m..�ey. KPH \BEVOrm/ 6 Ef PUBLIC SPACE INTERIOR a - ELEVATIONS �CI ELEVATOR LOBBYELEVATIONELEVATOR LOBBY EIEVATION �� f A/.OZ K-nm aw*�aoas +e.AI /TIELEVAa, J ELEVATOR LOBBY ELEVATION + 'sr ��ELEVATOR LOBSYELEVATIOII rip ELEVATOR LOBBY ELEV. REFLECTED CEILING PUN IEGEND lu t( 4 FER ru rgrfeorx(a�a✓rn °^NR9 �••Q Fr R Pmvu a 0 Y ' ° � e e ❑ aw.caw.nrmovmw�neuunm,ue E ° ° e e o ® o o ® ® O O O err ran c---EE�B oT1pN6 }+ � O 2 O � L ® L!L ffuaw O O L m 2 1. m N PLAN;NORTH ,L\SECAND FLOOR REFLECTED CEIUNG PLAN ._ N�µ a��N° � r wloawoco.arnunu°e c r °.. � �CEIUNG DETAIL Q RAISED LOBBY CEIUNG lTY 0 rs rw 1 01 o.eovc T�relNrwox Rrnsx Rppt y as r - n°aia r�acrwwvorw. o § o g ® - ^ �° O O O' 0^ O' O°1 S o o o. - 'T`RADIANgvL-PANEL DEfA1L - 0 >89 cm PER R'.X _- ® woron�oow l�^C ° p Q m� ® � Q wa®o o® os eeroert°rr.remrewmmmusr�ec ^°�°`m rwmxc oawurnammrns 3 CORRIDOR CERMG DETAIL � aaao IIIII� N B 5 O O O O O © S 0— oa as on oei. oe. om. El 1-10 o of \ x KPH m GTIa G17^ ® ® ® 1ST&2NO FLOOR PLAN;NORTH ,; \FIRST�FLOOR REFLECTED CEIUNG PIAN ...n RCP A8.01 CL F O o ' o o ao, 0 0 O Lai 2 c Lmy MAN O.M. 2 FOURTH FLOOR REFLECTED CENNO PLAN •� a N m m am = O 2 d Lam,• ® °� w�. � O aKa. MI Z . . . . . . O ® O O ® ® O O .O ® O o tb k—. - ®� . 0 o a o 0 0 _ KPH 3RD&4TH FLOOR RCP Q PLAN;NORTH 1 THIRO FLOOR REFLECTED CEIUNO MAN . .+.e�....,... 3 A8.02 p it Hyannis Harbor Hotel Newport Hotel Group 213 Ocean Street Hyannis, Massachusetts Project Specification June 19, 2015 - Issued for GMP,Pricing 3uly 20, 2015 -,Issued for Foundation Permit Fr IN View looking SW from Ocean Street �SgdW 40 NlOF S , � M <y Ew J. `. v CQUE D ,e f a CTURA E£SO 0.4310 J PROCON . ANAL CONNECT-CREATE - CONSTRUCT ©copyright 2014 Pro Can,Inc. ARCHITECTURE P.O. Box 4430, Manchester, New Hampshire 03108, 603-623-8811, Fax: 603-623-7250 www.proconinc.com Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT-CREATE.•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE TABLE OF CONTENTS Sheet# Description Issue Date # Revision Date DIVISION 00—INTRODUCTARY INFORMATION 00 01 01 Title Page(Project Manual Cover) 07/20/2015 00 01 11 Table of Contents 07/20/2015 DIVISION 01 -GENERAL REOUIREMENTS 01 02 50 Building Code Review Summary 06/19/2015 01 1100 Project Summary&General Req's 07/20/2015 01 11 15 List of Drawings 07/20/2015 DIVISION 03—CONCRETE 03 30 00 Cast-In-Place Concrete 06/19/2015 DIVISION 04—MASONRY 04 20 00 Masonry 06/19/2015 DIVISION 05—METALS 05 1200 Structural Steel 06/19/2015 DIVISION 06—WOOD,PLASTICS AND COMPOSITES 06 10 00 Rough Carpentry and Sheathing 07/20/2015 APPENDICES j PCIA:Appendix A Geotechnical Memo By Briggs Engineering&Testing 04/18/2015 END OF SECTION Section 1526 001 toc.doc Page 1 of 1 ti Hy annis Harbor Hotel Project Specification Hyannis, MA PROCON 1 June 19, 2015 y CONNECT•CREATE•CONSTRUCT Project#301526 Issued,for GMP Pricing ARCHITECTURE SECTION 01 02 50 BUILDING CODE REVIEW SUMMARY Legend + (303.0) _ '00 IBC section or table# NR= Not required. NA= Not applicable. Applicable Codes Code Agency Agency Contact Adoption.Date Information 2009 International International Code August 6, 2010 Building Code w/ Council; Inc. (ICC) 500 New Jersey,Avenue, State of Massachusetts NW, 6th Floor, Washington, DC 20001 Amendments [P] 1-888-ICC-SAFE (422- 7233); [F] (202°) 783.-2348 E-mail webmaster(ki.ccsafe.org 780 CMR-MA Massachusetts Public One Ashburton Place, Amendments to IBC Safety Regulations 13th Floor, Room 1301 Boston, MA 02108 Ph: (617) 727-3200. Fax: (617) 227-1754 2012 International International.Code August 16, 2013 Energy Code w/ State Council, Inc. .(ICC) 500 New Jersey Avenue, of Massachusetts NW; 6th Floor, Washington, DC 20001. Amendments [P] 1-888-ICC-SAFE (422- 7233); [F].(202) 783-2348 - E-mail. webmaster&iccsafe.org 2009 International International Code August 6, 2010 500 New Jersey Avenue, Mechanical- Council,.Inc. (ICC) NW, 6th Floor, Code w% State Washington, DC 20001 Massachusetts . Amendments.. - [P] 1-888-ICC-SAFE (422- 7233); [F] (202)78372348 E-mail webmasterkiccsafe.org -Section 1526 010250 codereview.doc Page.1 of 12 Project Specification Hyannis Harbor Hotel PROCON ': Hyannis, MA CONNECT CRFATF•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE 2009 International International Code August 6, 2010 Fire Code w/ State of Council, Inc. (ICC) 500 New Jersey Avenue, NW, 6th Floor, Massachusetts .Washington, DC 20001 Amendments [P] 1:-888-ICC-SAFE (422- 7233); [F] (202) 783-2348 E-mail webmaster@iccsafe.org CMR 527-MA Fire Massachusetts Public One Ashburton Place, Prevention and Safety Regulations: 13th Floor, Room 1301 Electrical Regulations Boston, MA 02108 Ph: (617) 727-3200 Fax: (617) 727-5732 Email: DPSInfo@state.ma.us CMR 521 -MA Massachusetts Public One Ashburton Place Accessibility Safety Regulations 13th Floor, Room 1310 Regulations Boston, MA 02108 Ph: (617) 727-0660 Fax: 617) 727-0665 248 CMR' MA Massachusetts Public One Ashburton Place, Plumbing Regulations Safety Regulations 13th Floor, Room 1301 Boston,MA 02108 Ph: (617) 727-3200 Fax: (617) 727-5732 Email: DPSInfo@state.ma.us CMR 524=_MA Massachusetts Public : One Ashburton Place, Elevator Regulations Safety Regulations 13th Floor, Room 1301 Boston,MA 02108 Ph: (617) 727-3200 Fax: (617) 727-5732 1 Email: DPSInfogstate.ma.us ASHRAE 90.1-20.10 American Society of ASHRAE (Commercial) Heating; . (800)527-4723 Refrigerating and Air www:ashrae.or / Conditioning Engineers, Inc. (ASHRAE) Section 1526 010250 codereview.doc Page 2 of 12 - ` Hyannis Harbor Hotel Project Specification Hyannis, MA PROCON 1 June 19, 2015 y CONNECT•CREATE•CONSTRUCT Project#301526 issued for GMP Pricing ARCHITECTURE Other: Fire Suppression NFPA 13 system. Code Enforcement Contacts for this Project: Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4038 Fax: (508) 790-6230 Building Commissioner: Thomas Perry email: thomas.perry@town.bamstable.ma.us Hyannis Deputy Fire Chief. Dean Melanson (508) 775-1300 Code Enforcement for the State of Massachusetts Architectural Access Board Building Inspector Mark Trivett (617) 727-0660 State Fire.Marshal Stephen D. Coan (978) 567-3100 x-3110 Chief Elevator Inspector Ed Kawa (617) 727-3200 Zoning Zoning District: HD -Harbor District Overlay District: GIZ—Growth Incentive.Zone and AP—Aquifer Protection Proposed Building Use: Hotel Allowable building height(per zoning): 45' Stories: 2.5 Proposed building height: 43':from avg. grade Stories: 4 BUILDING CODE REVIEW Section/Table numbers are per 2009. IBC. Date: June 19,2015 Project#: 301526 "Project Name:Hyannis Harbor Hotel,Hyannis,Massachusetts Current'Phase.of Project(as of date shown above): Design Development . Project Location; 213 Ocean Street Hyannis,Massachusetts Section 1526 010250 codereview.doc Page 3 of 12 Hyannis Harbor Hotel Project Specification Hyannis, MA PRQC�IV H June 19, 2015 Y CONNECT•CREA7E•CONSTRUCT Project#301526 - Issued for GMP Pricing ARCHITECTURE Project Description: The project consists of construction work for a 68 guestroom hotel with approximately 34,000 SF total floor area consisting of a 4-story wood frame, one hour protected structure with automatic sprinkler system throughout. The building consists of Occupancy Group R-1 guest rooms on the first, second, third and fourth floors with supporting mechanical, electrical, building storage, 'elevator and common egress corridors and stairs. In addition to guest rooms, first floor will also have a small lobby, fitness room,guest laundry and linen storage.Above stair B, with 2-HR separation, there will be a mechanical penthouse to house the buildings hot water system. Access to the roof shall be through stair A. Code Review performed by: Kent Beirne,AIA Date: 06/19/2015 Code Review reviewed by:Jim Loft,AIA&Matt Wirth Dater General Building Data Building Use Group Classification (Chapter 3): Residential (R-2), and Assembly(A-3) Mixed Occupancy use? (508) Yes Non-separated? (508.3): :Yes Separated? (508.4) No Fire suppression system required? (903.2): Yes Fire suppression system provided?: Yes Type: NFPA 13 Proposed Type of Construction(602): 5A Minimum Type of Construction Required: 5A Actual Type of Construction Proposed: 5A Actual Type of Existing Construction: N/A Open Parking Garage? (406) No Mezzanines? (505): No Basements? (502): No Story above grade(202): 4 General Building Limitations - Chapter S Building Area Tabulation: (506) Open Perimeter or"Street Frontage"Increase(506.2): Total Perimeter N= 157 ft, E=63.5 ft, S= 157 ft,W- 63.5 ft =441 ft Open Perimeter(w>30') N= 157 ft, E=63.5 ft, S= 0 ft,W= 63.5 ft =284 ft Area Increase=(Open Perim/Bld.:Perimeter—0.25)x W/30 (284' /441.'-0.25) (30/30)-39.0 Construction Type Type.5A Const. Area Tabulation: Use Group: R_1 A=3 of Allowable Tabulation Area 100% 1006/. %Increase for Open Perimeter(506.2): + 39% + 39% %Increase for Complete Suppression(506.3): +200% +200% Total%Factor =339% =339% Section 1526 610250 codereviewAoc Page 4 of 12 I Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA C'ONNFCT•C;RFATF•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE Conversion Factor: (%Factor/100) =3.39 =3.39 Allowable Floor Area(per floor)(Table563): = 12,000 sf = 11,500 sf Adjusted Allowable building area per floor: (Conversion Factor x Tabular Area) = 40.680 sf = 38.985 sf Actual Floor Area(per floor): = 9,450 sf Use Group: R=1 A-2 Actual Building Area: First Floor: =8,290 sf = 1,160 sf Second Floor: =8,400 sf Third Floor: =8,400 sf . Fourth Floor: =8,400 sf Total Building Area: =32,490 sf =1,160 sf Total Combined Building Area: 33,650 sf Separated Mixed Use Calculation per 508.3.3: USE GROUP USE GROUP A R 1 ST FLOOR 1,160 + 8290 = 0.23 < 1 OK 38,985 40,680 Qualifications for Unlimited Area(507): N/A Use Group Classification(302.0): Type of Construction Required(602.0): Fire Separation distance(60' Required as per 507.3):N= E=_,W= S=_. Exterior Wall Rating(if fire separation distance is 40-60 feet per 507.4):N=_,E= W= S= Fire Suppression (904.0): Fire.Alarm System (907.2); Height Limitations(Table 503.0): Type 5A Construction Use Group: R_1 A=3 Allowable building height: 50 ft 50 ft Allowable building stories: 3 Stories 2 Stories Height Modifications (504.0): Automatic sprinkler system increase: 20 ft/1 St 20 ft/1 St Adjusted Allowable building height: _ 70 ft per 504.2 70 ft per 504:2 Adjusted Allowable building stories: A Stories per 504.2 3 Stories per 504.2 Proposed building height: 43 Feet from avg.trade Proposed number of stories: Type,5A 4 Stories Means of Egress 2009 IBC Chapter 10 Section 1526 010250 codereview;doc Page 5of12 Hyannis Harbor Hotel RPROCON Project Specification r Hyannis, MA CONNECT CREATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE Location: Floor area/Sq. Ft.per person Other Occupant Total: Occupant Load: Loads: Assembly(Concentrated) 1 occ.Per 7 sf gross Assembly(Onconcentrated) I occ. Per 15 sf gross: Pool Deck 1 occ. Per 15 sf gross: Pool Water Surface 1 occ.Per 50 sf. ososs Business 1 occ. Per 100 sf gross Kitchen l occ. Per 200 sf gross. Exercise 1 occ. Per 50 sf gross Storage/Mech. 1 occ. Per 300 sf gross _ Guest Room Sleeping Areas l occ. Per 200 sf gross R-1 40 @ Each (2nd—4 th floors) Level Note:Refer to Life Safety Drawings LSI and LS2 for.egress capacities and egress paths. Capacity of Egress Component (IBC 1005.1): Egress width(inch)per occupant per IBC 1005.1 a Location: Stairways: Doors/Ramps/Corridors: With Sprinkler System 0.3 in/occ 0.2 in/occ (44 in. stair serves 146 occ.) (34 in. door serves 170 occ.) Means of Egress Illumination (1006.1): Illuminated at all times Accessible means of Egress(1007): Two required and provided&Egress Stairs. Enclosed exit stairways(1007.2) Exception 3 -Clear width of 48"not required with fully sprinklered building. Means of.Egress Doorways(1008.1.1):. Minimum width 32":clear Revolving Doors (1008.1.4.1): N/A Door arrangement(1008.1.8): Doors in series must allow:width of door+48" Stairway doors(1008.1.9.10): Openable from both sides without key Exception 1: discharge door operable from egress side only Panic Hardware (1008.1.10): Required in A&E occupancies with an occupant load greater than 50&for egress doors from electrical rooms with electrical equipment rated.1200 amps or greater. Stairway Width(1009.1): Minimum of 44 inches, .36"minimum at an occ load of 50 or less. Treads and risers(1009.4): 4"min. and 7"max.rise, 11"min tread Stairway landings(1009.5): 44"Minimum landing depth or stair width Vertical Rise(1009.7): 12 feet maximum between landings Handrails(1009.12): Both sides of stair: M Stairway s to Roof(1009.13): Required for building of 4 or more floors. Ramps (1010): N/A Exit Signs (1011): Provided and visible to clearly mark egress path w/intensity of not less than 5 foot-candles Handrail Heights(1012.2):. Not less than 34"nor more than 38"above stair nosing or landing;.Not less than 30" nor more than 34 above for alternating tread stairs or ship ladders. Handrail Extensions(1012.6): Horizontally 12"beyond top riser& 12"+one tread depth beyond bottom riser. Guards(1013): 42"high at all drops greater than 30" Opening limitations(1013.3):_Openings shall not allow passage of a 4"sphere Exception 1: at a height from 36"to 42", openings shall not allow passage of a 4 3/8"sphere. Section 1526 010250 codereview.doc Page 6 of 12 y Hyannis Harbor Hotel Project Specification Hyannis MA r�. _ PROCON 1 py , June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE Exit Access (1014): Common Path of Travel (1014.3): Shall not exceed 75 ft in all occupancies, except H Exception 1 - 100 ft in B provided with sprinkler Spaces with one means of Egress (table 1015.1): Max. occ. Load=49 for uses A,B, &M; 10 for R occupancies Exit Access Arrangement (1015.2.1): Exception 2 Distance between doors to be 1/3 the diagonal with sprinkler system Exit Access Travel Distance (T1016.1): With Sprinkler-A,M;R & S-1 =250 feet Clear aisle width in B &M occupancies(1.017.2): Not less than 36",nonpublic aisles not less than 28"serving <50 occ. without handicap accessibilty Corridor fire resistance rating(T1018.1): With Sprinkler—R Occ. =0.5 hour; Uses A,B,M& S—0 hour Corridor width (1018.2): 44 inch minimum Number of Exits (T1021.1): Location: Required: Shown: 501 - 1000 occupants: 1st Floor 3 4. 1 - 500 occupants: 2"d—5"'Floors 2 2 Buildings with one exit(1021.2): N/A Vertical Exit Enclosures (1022.1): 2 hour rating for connecting 4 stories or more Discharge Identification(1022.7): Barrier required at level of exit discharge to prevent continuing down to lower level Smokeproof Enclosure(1022.9): N/A Exit Passageway Width(1023.2): Minimum of 44 inches Exit Passageway Construction (1023.3): Rating to match exit stairway being served, fire barriers per 707 and/or Horiz. Assm. Per 712 Horizontal Exits(1025.1): Not more than I/2 required exits can be horizontal exits Exterior Stairways(1026): N/A Exit Discharge (1027.1): Exit shall discharge directly to the exterior of the building Exception_1: a maximum of 50%of exits can discharge through a level of discharge provided egress ss is unobstructed and visually identified,the entire level of discharge is separated from floors above or below by fire resistive construction conforming to the rating of the exit enclosure, and the egress path is protected with an automatic fire sprinkler system. Exception 4: horizontal exits complying with sec.1025 shall not be required to discharge directly to o the building exterior. Assembly(1028): N/A Emergency Escape and Rescue (1029): Exception 1:Not required if building is equipped with sprinkler system. Exception 2: Not required if fire rated exit corridor with access to two remote exits in opposite directions. Types of Construction. - Chapter 6 Proposed Type of Construction(602): Type SA Structural Frame, including columns,girders and trusses (T601): 1 hour.: Bearing Walls-.Exterior(T601): 1 hour or T602 Bearing Walls Interior(T601): 1 hour Nonbearing Walls and Partitions-Exterior(T601): . T602 Nonbearing Walls and Partitions -Interior(T601): 0 hour Floor Construction,including supporting beams and joists(T601): 1 hour Section 1526 010250 codereview.doc f�12 Page 7 o .h y PROCON p annis Harbor Hotel Project Specification H Hyannis, MA CONNECT-CREAT[•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE Roof Construction,including supporting beams and joists (T601): 1 hour Rating of Exterior walls based on separation distance (T602): Use Groups A,B,R, & S-2 Less than 5 feet 1 hour 5 feet to less than 10 feet 1 hour 10 feet to less than 30 feet 1 hour 30 feet or more ' 0 hour Rating of Exterior walls based on separation distance.(T602): Use Groups M& S-1 Less than 5 feet 2 hour 5 feet to less than 10 feet 1 hour 10 feet to less than 30 feet 1 hour 30 feet or more 0 hour Party Walls(706.1.1): Fire wall located on property line with no openings allowed Fire-Resistance Rated Construction - Chapter 7 Fire-Resistance Rating of Structural Members (704): Provide fire-resistant ratings for structural members and assemblies for a time period of not less than that required for the fire-resistive construction/assemblies supported. Exterior structural members (704.10): Columns at exterior walls must have the highest fire-resistive rating in accordance to T601 and T602. Exterior Walls (705): Maximum area of exterior wall openings (T705.8): Classification of Opening: Protected.due to sprinkler(705.8.1) Less than 3 feet Not Permitted >3 feet to 5 feet 15 % >5 feet to 10 feet 25 % >10 feet to 15 feet 45 >15 feet to 20 feet 75 % >20 feet to 25 feet Unlimited >25 feet to 30 feet Unlimited >30 feet Unlimited Vertical separation of Openings(705.8.5): No limit due to sprinklers Vertical Exposure (705.8.6): N/A. Parapets (705.11): Fire rated exterior walls require parapets. Exception 4: 1-HR rated ext.walls can terminate at roof sheathing with provisions 705.11.4.4.1 thru 705.11.4.4.4 are met. Parapet Height (705.11.1): 30 inches above the point where wall and roof intersect. Fire Walls(706): N/A. Fire Wall Openings (706.8): Comply with Section 715 Fire Barriers (707): For rating of Shafts—see Section 708.4, for Exit enclosures—see Section 1022.1, for Exit Passageways—see Section 1023.3, for Horizontal Exit—see Section 1025.1 Fire Resistance Rating Requirements for Fire Separation Assemblies Between Fire Areas (T707.3.9): Occupancies A,B,M,R&S-2: 2 hour Shaft Enclosures (708.4): Shafts are to be rated to 2 hours when connecting 4 stories or more Refuse and Laundry chutes (708.13): Access and termination rooms are to be rated 1 hour with 3/4 hour protected openings Section 1526 010250 codereview.doc Page 8of12 { Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE Elevator lobby(708.14.1): Exceptions 1 &4: Elevator Lobby separation not required in buildings equipped with sprinkler system. Fire Partitions (709): Dwelling unit separation shall be 1 hour. Corridor walls shall be .5 hour w/sprinklers per T1018.1 Note: Corridor walls will be constructed w/ 1-HR rated construction Smoke Barriers (7010): 1-Hour Smoke Partitions (711): 0-Hour unless required elsewhere by IBC Horizontal Assemblies(712) (T601):3-Hour floor/ceiling assembly required between 15t and 2°d floor, 1 1/2-Hour roof/ceiling assembly at I"floor roof; 1-Hour floor/ceiling assembly between all other floors and 1-Hour roof/ceiling assembly at main roof. Ceiling Panels (712.3.1): Ceiling panels must resist upward force of 1 lb/ft2 with devices Unusable space (712.3.3): In 1-hour floor construction the ceiling membrane is not required over unusable crawl spaces Penetrations (713): Membrane penetration (713.3.2): Rating of fire stop materials at penetrations to match assemblies being. penetrated. Exception 1: Steel electrical boxes that do not exceed 16 sq.in. in area cannot exceed 100 sq. in. in 100 sq ft. of wall area. Outlets on opposite sides of wall need to be separated by 24"or xcan be separated not closer than the depth of wall with insulation between, or have solid fireblocking, or have pgM pads protecting both outlets. Fire Resistant Joint Systems (714): Provide fire-resistant joints to resist the passage of fire for a time period of not less than that required for the fire-resistive construction for which it is installed. Fire Door Opening Protectives(T715.4): Fire Barriers> 1 Hour 4 hour wall •3 hour opening 3 hour wall 3 hour opening 2 hour wall -1-1/2 hour opening 1 1/2 hour wall 1-1/2 hour opening 1 Hour Exit Enclosures 1 hour wall. 1 hour opening Exit Corridors 1 hour wall 1/3 hour opening Other fire&smoke barriers 1 hour wall 3/4 hour opening Fire Window Opening Protectives(T715.5): Interior Walls >1 hour wall See Sect. 715.2 1 hour wall 3/4 hour opening Exterior'Walls >1 hour wall 1-1/2 hour opening 1 hour wall 3/4 hour opening Limiting sizes of wired glass(T715.5.4): 3 hour opening 0 area 1-1/2 hour opening 100 sq inches Max. Ht. 33"Max.W. 10" 1-hour opening 100 sq inches Max. Ht. 33"Max. W. 10" 3/4 hour opening 1,296 sq inches Max. Ht. 54"Max. W. 54" 1/3 hour opening No Limit Ducts and Air Transfer Openings (716)::T716.3.2.1 Fire Damper Rating_ M <3 hour assembly 1.5 hour damper Section 1526 010250 codereview.doc Page 9 of 12 r Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CUATE-CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE 3 hour or greater assembly 3 hour damper Penetration of shaft enclosures (716.5.3): Shafts penetrated by ducts shall be protected with approved fire and/or smoke dampers. Exception 1: dampers are not required where a steel sub duct.system is used. Exception 2: In group B occupancies, equipped with sprinkler system, steel sub duct system used. Concealed Spaces (717): Fire blocking and draftstopping shall be installed in combustible concealed locations. Draftstopping in floors(717.3.2): Exception 1 Not required w/fully sprinklered building Draftstopping in attics (717A2): Exception 2—Not required w/fully sprinklered building Combustibles in concealed spaces in Type 1 or II construction(717.5): Not allowed Fire Resistance requirements for plaster(718): Thermal and Sound Insulating Materials(719): Prescriptive Fire Resistance (720): Calculated Fire Resistance (721): Interior Finishes Chapter 8 Interior Finishes(801.1.1):.Allowable flame spread and smoke.development is limited by location and occupancy Interior Wall and Ceiling Finish Requirements by Occupancy(T803.9): Sprinklered Group M R-2 S Vertical exits and exit passageways Class B Class C Class C Exit access corridors and other exitway Class C Class C Class C Rooms and Enclosed Spaces Class C Class C Class C Interior Floor Finish(804): Decorations and Trim(805): Fire Protection Systems- Chapter 9: Automatic Sprinkler Systems (903): NFPA 13.SprinklerSystems (903.3.1.1): Alternative Automatic Fire Extinguishing Systems (904): . Standpipe Systems(905.0). Portable Fire Extinguishers(906): Fire Alarm and Detection Systems (907): Emergency Alarm Systems (908): Smoke Control Systems (909): Smoke and Heat Vents (910): Fire Command Center(911): Interior Environment- Chapter 12 Ventilation (1203): Temperature Control (1204): Lighting (1205): Yards and Courts(1206). Sound Transmission(1207): Interior Space Dimensions(1208): Access to unoccupied spaces(1209): Surrounding Materials(1210): Section 1526 010250 codereviewAoc Page 10 of 12 — 4 { Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CUATF•CONSTRUCT dune 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE Miscellaneous Items Emergency Escape&Rescue(1029): Accessibility(Chapter 11): 1107.6.2—Accessible Type"A"and Type`B"units shall be provided. 1107.6.2.1.1. -Group R-2 occupancies>20 units shall dedicate a min. of 2%,but not less than 1,to Type"A". units. 1107.6.1.2.—Every dwelling and sleeping unit shall be Accessible Type"B"units, except as indicated above for Type"A"units. Exterior Wall Sidings and Veneers (Chapter 14): Structural Tests and Inspections (Chapter 17): Waterproofing/Dampproofing(1807): Decay and Termite Protection(2304.11): Glass and Glazing(Chapter 24): GWB Materials(Chapter 25): Plastics(Chapter 26): Elevators and Conveying Systems (Chapter 30): Special Construction(Chapter 31): Sitework/Demolition(Chapter 33): Plumbing Fixture Requirements (248 CMR- Uniform State Plumbing Code) A-3 Based upon 52 occupants (26 Male/26 Female)within the Lounge seating only.This public space is for guest use only; who have their own bathing facilities within their guest rooms. Use/Area W.C. Urinals Lavatories Bathtubs/ Drinking Service Kitchen Male Showers Fountain Sink Sink A-3 1 per 100 Male 50% 1 per 200 Male N/A N/A N/A N/A 1 per 50 Female 1,per 200 Female R-1 1 per Dwelling N/A 1 per Dwelling 1.per N/A N/A 1 per Unit Unit Dwelling Dwelling Unit Unit END OF SECTION Section 1526 010250 codereview.doc . . Page 11.of 12 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA T June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE THIS PAGE LEFT BLANK INTENTIONALLY , s Section 1526 010250 codereview.doc Page 12 of 12 . 1 Hyannis Harbor Hotel ect Pro Specification Hyannis, MA NPROCON ' July 20, 2015 CONNECT•CREATE•CONSTRUCT Project#301526 Issued for Foundation Permit ARCHITECTURE SECTION 01 11 00 - PROJECT SUMMARY AND GENERAL REQUIREMENTS 1.0 PROJECT DESCRIPTION A. Project Identification: Hyannis Harbor Hotel Project Location: 213 Ocean Street Hyannis, MA B. The project consists of construction work for a 68 guestroom hotel with approximately 34,000 SF total floor area consisting of a 4-story wood frame, one hour protected structure with automatic sprinkler:system throughout. The building consists of Occupancy`Group R-1 guest. rooms on the first, second, third and fourth floors with supporting mechanical, electrical; building storage, elevator and common egress corridors and stairs. In addition to guest rooms, first floor will also have a small lobby,fitness room, guest laundry and linen storage. Above stair B, with 2-HR separation, there.will be a mechanical penthouse to house the buildings hot water system. Access to the roof shall be through stair A. C. Owner: Newport Hotel Group 28 Jacome Way Middletown, R.I. 02842 Owner Representative:Douglas D. Cohen D. Architect: Pro Con Incorporated ARCHITECTURE Mailing address: PO Box 4430 Manchester,NH 03108 Overnight mail address: 1359 Hooksett Road, Hooksett,NH 03106 Tel: 603-623-881 L Contact Person: Kent M. Beirne E.. Contractor: Pro.Con, Incorporated Mailing address: PO Box 4430 Manchester,NH 03108 Overnight mail address; 1359 Hooksett Road,Hooksett,NH 03106 Tel: 603-623-8811 Contact Person: TBD B. General Work Description: 1. Complete excavation and grading for final grades,parking lots;landscaping, curbing and sidewalks,utilities,site lighting,etc:as indicated on the civil drawings. 2. Concrete: Formed Foundations including frost walls with spread footings,.isolated piers/footings, brick ledges, etc. Slab on grade with nylon fiber reinforcing. Section 1526_011100 prof summ&genxegt.doc Page 1 of 10 l Hyannis Harbor Hotel Project Specification Hyannis, MA P�O�O� , Jul 20 2015 y ' CONNECT•CREATE•CONSTRUCT y ' Project#301526 Issued for Foundation Permit ARCHITECTURE 3. Masonry: Standard face brick, manufactured stone veneer, architectural pre-cast concrete units, including special shapes as required or as shown on drawings. Galvanized steel angles and Pre-cast concrete lintels at masonry openings. Refer to drawings for additional information. Stainless steel masonry anchors through exterior sheathing to stud exterior walls. 4. Structural steel frame with cold-formed metal stud infill @ first floor. 5. Wood framed bearing stud wall construction @ second through fifth floors. Wood roof trusses, etc. for a complete roof structure. Wood floor trusses, etc. for a complete floor structure at third through fifth floors. 5. Standard grade solid hardwood with simulated raised"panel cabinets in guestroom kitchens. Standard grade. Level 2 granite kitchen and bath countertops. 6. TPO single-ply roof system. 7. Aluminum composite metal panel. 8. Aluminum Storefront and Curtainwall systems: 9. Fiberglass windows. 10. Drywall assemblies to provide fire-rated and un-rated assemblies as indicated. 10. Paint all walls with(1)prime coat and(2)finish coats. 11. Elevator: Machine Roomless Traction, 3500#capacity. 12.NFPA 13 sprinkler system(as per Town of Hyannis,MA fire department standards). C. All utility connections to the building will be sized by M/E/P/FP Engineers. Utility connections shown on Civil Engineering Drawings must be verified by the Design/Build Mechanical Engineers prior to installation of underground services. D. Provide Underground Drainage to collect all downspouts, rainwater leaders/downspouts, planting area drains etc. connected to storm water runoff as per civil documents. Note that overflow drains at flat roof areas must be discharged to daylight in accordance with Massachusetts code requirements. E. The Documents consist of these Specifications, dated 7/20/2015, and the Drawings listed in section 01 11 15,prepared by PROCON. F. Exterior Improvements/Site work: All new site improvements including,but not limited.to, earthwork,parking,walks, landscaping, on-site utility services and tie-ins as indicated on Civil and Landscape Drawings prepared by.Baxter Nye Engineering & Surveying, 78 North Street, Hyannis,MA 02601, Ph. (508) 771-7502. Pro Con (PCI) and its architectural/structural group are not responsible for the Engineering or designs shown thereon. G. Windloading:Criteria: For this building the design windload is to be 120 mph; Exposure C. Component and Cladding elements shall be installed to satisfy the requirements of the IBC 2009 Edition w/MA Ammendments, Section 1609—Wind Loads. Building "Components and Cladding" which are elements of the building envelope that do not qualify as part of the main windforce-resisting system, shall be designed and installed to satisfy the windload criteria for the building. This.shall include increases .for height, edge strips, and end zone conditions as defined by Figure 1609.8.1(1) and 1609.8.1(2). These Components and/Cladding shall include;but,not be limited to the following: 1. Roofing including sheathing, trim,membrane roofing, copings,etc. 2. Fenestrations including Windows, Storefront, Entrances, doors, etc. [Manufactured components] shall be labeled to clearly indicate the windload,design pressure. .3. Cladding including, masonry veneer, trim, fiberglass banding and wall panels, flashings, etc. Fasteners shall be directly into wood stud or other structural framing with spacing and type of fastener designed to individually support the tributary area of the component or cladding supported Section 1526_011100 proj summ&gen regt.doc Page 2 of 10, t i } Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT CREATE.. CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE by an individual fastener. 4. The building Structural Engineer has reviewed the wind loading anticipated on the apartment building as indicated on drawing SO.1 for the zones indicated corresponding to figure 1609.3 in IBC 2009. This review has determined that additional stud framing should not be required for installation of siding product based on manufacturer's printed fastening literature.. Submittals for wall panels, windows, masonry, siding, shingles, TPO roofing will not be reviewed without data substantiating required fasteners and installation methods will comply with the loading requirements. H. Building Code Requirements: 1. International Building Code 2009—with 780 CMR Massachusetts Amendments 2. International Plumbing Code 2009—with 248 CMR Massachusetts Amendments 3. International Mechanical Code 2009—with Massachusetts Amendments 4. International Fire Code 2009 5., 527 CMR Massachusetts Fire Preventions &Electrical Regulations 6. Mass. Architectural Access Board 521 CMR latest edition 7. 2010 ADAAG-Accessibility Guidelines 8. 524 CMR Massachusetts Elevator Regulations 9. NFPA 70 National Electrical Code 2005 10. International Energy Code 2012 11. NFPA 54 Fuel Gas Code 2002 12. NFPA 72 National Fire Alarm Code 2007 13. NFPA 101 Life Safety Code 2003 14. NFPA 1 Uniform Fire Code 2003 15. ASHRAE 90.1 —2010 16. And any other applicable codes,, laws,rules, ordinances and regulations of the local authorities having jurisdiction which are more restrictive than the ICC codes. 17. Local Zoning and/or Planning Approval constraints for the specific project. 2.0 OWNER-FURNISHED PRODUCTS A. Owner will furnish and install products to be incorporated into Work by the Owner's Separate • Contractor(s): 1. FF&E package, including refuse removal from building placed into dumpsters provided by the Owner for disposal of FF+E packaging. 2. Security system including wiring,terminations,video/sound equipment, devices: 3. CATV including wiring,terminations,racks,head end components,equipment, etc. 4. Data wiring,jacks,terminations,equipment,etc. 5. Lighting fixtures as indicated on drawings and Electrical Design Narrative, and all decorative lighting fixtures shall be purchased by Owner and installed by electrical subcontractor. 6. Plumbing fixtures as indicated on drawings and Plumbing Design Narrative shall be purchased by Owner and installed by plumbing subcontractor. . 7. Any and all Building Permits including fees and assessments of all local agencies having jurisdiction. 8. Testing of construction materials as required by local agencies having jurisdiction for"Controlled Inspection" by an Independent Testing Engineer. Material testing shall include, but not be Section 1526_011100 proj sunim&gen regt.doc Page 3 of 10 I Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA T July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE limited to, concrete (foundations, slab-on-grade), soils (compaction and bearing certification), and reinforcing placement. 9. Energy and Property management systems. 10. Primary electric,transformer, transformer_pad,meters,cables etc. 11. Security of Project during construction(if required). 12. Sprinkler booster pump(if required)including associated piping,wiring, etc. 13. Any and all municipal,utility,impact fees and permits(i.e. sewer,water,telephone,power, cable, irrigation, etc.) 14. Elevator operator(if required) 15. Builder's Risk Insurance including any deductible. 16. Building baselines and TBM for construction. B. Owner will furnish the following items to be installed by the Contractor. 1. None C. Exclusions to the work by the Contractor. 1. Removal of hazardous materials and replacement with suitable building materials. 2. Local gas company to bring line to the building. 3. Electrical company transformer and primary power service. D. Owner Furnished Information. I. Design electrical loads and heating/cooling criteria for Owner-supplied Equipment.. 2. Approvals of local agencies having jurisdiction (Planning Board, Zoning Board,. Board of .Health). . 3 Equipment weights for owner-supplied equipment not mounted at slab on grade. 2.1 SUBCONTRACTOR'S RESPONSIBILITIES: The subcontractor's responsibilities include, but are not limited to,the following: A. In submitting a proposal, a subcontractor will be deemed.to represent that it has a) examined the Drawings and Specifications thoroughly and has become familiar with all provisions thereof which may effect its Work, including coordinating with other trades;b) full experience and proper qualifications to perform the Work; and c) ascertained the nature and location of the Work, the character and accessibility of the Site,-the existence of obstacles to construction, the availability of facilities and utilities, and other general and local conditions that can reasonably be expected to effect its performance of the Work or the Contract.Price. 1. Any discrepancies in the architectural construction documents shall be submitted to the Architect in writing'in the form of a"Clarification Request"(CR) or a"Request for Information"(RFI) for review and response prior to the subcontractor submitting a proposal for the work or proceeding with the work. 2. Refer to MEP/FP narratives for additional criteria. If there are any discrepancies, the MEP/FP narratives shall prevail. B. Requirements of the Professional Engineer. 1. For purposes of this project, the terms "Professional Engineer", "Engineer of Record" or "Engineer" are interchangeable and all refer to the same individual.. The Engineer of Record Section B26_011100 prof summ&gen regt.doc Page 4 of 10 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT CREATE CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE shall be a professional engineer licensed to practice in the state of Massachusetts. The professional engineer must be licensed for the discipline for which they are providing services. 2. These contract documents require each Engineer of Record to meet with each building or fire department representative, other local town officials and the local utility representatives to ensure plans and specifications conform to all local codes, laws, rules, regulations, ordinances and conditions. The Engineer of Record shall notify and give opportunity to the Architect or his representative to attend such meetings, at the discretion of the Architect. The Engineer of Record shall keep meeting notes of these discussions and distribute to the Architect of Record and the Pro Con Construction representative. 3. These contract documents require that the Engineer of Record of each discipline shall inspect the project (multiple times, if necessary)prior to walls or ceilings being covered, at the completion of the work and at any other time deemed necessary, to ensure conformity to the plans and specifications. It is understood that the engineer shall take measures necessary in order to satisfy themselves, and certify to the Architect of Record, that the work is being completed in accordance with the engineer's documents. 4. An inspection report by each Engineer of Record is required within 48 hours after each inspection, submitted to Pro Con, Incorporated. 5. The Engineer of Record shall perform all services in a timely manner as to not effect the project schedule prepared by Pro Con,Inc. Services the Engineer shall expeditiously carry out as part of their fee during the construction phase include, but are not limited to, shop drawing review, submittal review, attend meetings (upon request of Pro Con, Inc. personnel) respond to RFI's or CR's, prepare and issue SK's or other supplemental documents needed to clarify the design intent. 6. Each engineer shall provide evidence of Professional Liability Insurance ("Errors and Omissions") in the amount of$1,000,000.00 per claim. The insurance shall have a maximum deductible of$25,000.00 per occurrence, which shall be paid by the Engineer of Record. This coverage shall be carried for a minimum of one year beyond the date the Engineer's construction documents are issued. Prior to commencing with their work, the Engineer of Record shall submit evidence of said coverage to the Architect of Record. 7. There will be no reimbursed expenses to the Engineers for typical costs to perform their services (i.e. telephone, mail, overnight mail, progress printing, final printing, and mileage to and from the project site, the Owner's.office or the Architect's office). Unusual, out of the ordinary or high volume expenses will be reimbursed by the Architect only if written approval is obtained from the Owner/Architect by the Engineer prior to the expenditure. 8. The Engineer of Record shall. expect to make minor modifications to their plans during;the preparation of those documents as a result of usual and customary "red-lined" comments from the Architect of Record. 9. Each Engineer of Record shall provide stamped Design Affidavits and/ or Construction Control Affidavits as required or requested by City, State, Federal or any other agency having jurisdiction. 10. Each Engineer shall provide a minimum of 3 sets of prints at each progress issue and at final issue of:their documents. 11. The Architect shall provide to each Engineer a CAD disk(AutoCAD)with the building floor plan for the Engineer to utilize as their base drawing to develop their documents. All progress issues and final issue of the Engineer's documents shall be plotted / printed by the Engineer and -distributed by the Engineer on a paper.format. The architect will not receive E-Mail of the Engineer's documents or plot Engineer's documents. Section 1526_011100 proj summ&gen regt.doc Page 5 of 10 1 Hyannis Harbor Hotel OPROCON Project Specification Hyannis, MA CONNECT CREATE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE 12. The architect may, at the architect's option, request a digital disk (CAD) of the Engineer's final documents to provide the Owner with a complete facility maintenance set of plans on disk. 13. The M/E/P/FP subcontractor shall provide to Pro Con, Incorporated at the end of the project, 2 sets of record drawings of the construction documents for each respective discipline, reviewed and approved by the Engineer of Record. 14. The Architect of Record shall have the final approval regarding design/code/code related decisions by the Engineer of Record. This applies to,but is not limited to,discussions the Engineer of Record may have with the authorities having jurisdiction (i.e. building dept, electrical inspector, fire department, etc.). 15. The Engineer of Record is responsible for using the most current architectural background for their drawings. Verify before commencing engineered drawings. 16. Refer to MEP/FP narratives for additional criteria. If there are any discrepancies, the MEP/FP narratives shall prevail. 3.0 GENERAL CONDITIONS A. The General Contractor/Project Manager shall include the following General Conditions: 1. Full time field superintendent 2. Construction project manager 3. Telephone(at project site) 4. Field office 5.. Temporary water. 6. Chemical toilet 7. Project maintenance a. Daily clean-up of debris from the work by each trade is the responsibility of each trade subcontractor. Materials to be placed into durnpsters provided by General Contractor. b. Waste removal c. Project to be left"broom clean". Owner to do final clean-up (i.e. washing and waxing of floors etc. 4.0 QUALITY CONTROL: A. Quality-control services include inspections, tests, and related actions including reports, performed by Contractor,by independent agencies, and by governing authorities. B. Owner will employ and pay a qualified independent testing agency to perform the tests and inspections. C. Duties of Testing Agency: Testing agency shall cooperate with Architect and Contractor in performing j its duties. Agency shall,provide qualified personnel to.perform inspections and tests. 1. Agency shall immediately notify Architect and Contractor of irregularities or deficiencies observed in the Work during performance of its services. 2. Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work. D. Submittals: Testing agency shall submit a certified written report of each inspection and test to the following: - 1. Owner. 2. Architect. 3. Contractor. 4. Structural engineer. Section 1526_011100 prof summ&gen reqt.doc Page 6 of 10 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE 5. Building Department(if required). E. Report Data: Reports of each inspection,test, or similar service shall include at least the following: 1. Date of issue. 2. Project title and number. 3. Name, address,and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making the inspection or test. 6. Designation of the Work and test method. 7. Identification of product. 8. Complete inspection or test data. 9. Test results and an interpretation of test results. 10. Ambient conditions at the time of sample taking and testing. 11. Comments or professional opinion on whether inspected or tested Work complies with requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting or reinspection. F. Qualifications for Testing Agencies: Engage inspection and testing service agencies that are prequalified as complying with the American Council of Independent Laboratories 'Quality Assurance Manual" and that specialize in the types of inspections and tests to be performed. 1. Each agency shall be authorized by authorities having jurisdiction to operate in the state where the Project is located. G. Schedule of Testing Required: Engage inspection and testing service agencies for the following. 1. Soils: Include testing for compaction under slabs and foundations. Even if foundations are to be placed on virgin material, compaction tests shall be done unless the Geotechnical Engineer has submitted to the Structural Engineer a certification of the-suitability for bearing to the satisfaction of the Structural Engineer. 2. Concrete. (foundations, slab-on-grade, elevated slabs,topping slabs, etc.) 3. Reinforcing: placement H. The HVAC firm shall hire an independent company to perform the balancing .tests and reports. PCIA. and Pro Con.shall be copied directly from the independent company on all reports. 5.0 ALTERNATES A. Types of Alternates required include the following: 1. None 6.0 ALLOWANCES A. Types.of allowances required include the following: 1. None 7.0 PRODUCT.REQUIREMENTS A. Provide.products of same kind from a single source. B. Deliver, store and handle products according to manufacturer's written instructions, to prevent damage or ` deterioration. 1. Deliver in manufacturer's original sealed packaging with labels and written instructions for handling, storing,protecting and installing. Section 1526_011100 prof summ&gen reqt.doc Page 7 of 10 l Project Specification Hyannis Harbor Hotel PROCON Hyannis, MA ! CONNECT CREATE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE 2. Inspect to ensure compliance with the Contract Documents and to ensure items are undamaged and properly protected. 3. Store items subject to damage above ground, under cover in a weather tight enclosure (as required), with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required. C. Provide items that comply with the Contract Documents,undamaged, and new at the time of installation. 1. Provide products and equipment complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. D. Do not attach manufacturer's labels or trademarks, except for required nameplates, on surfaces exposed to view in occupied spaces or on the exterior. E. Select products as follows: 1. Where these Specifications name only a single product or manufacturer, provide the item indicated. No substitutions permitted. 2. Where these Specifications name 2 or more products or manufacturers, provide 1 of the items indicated. No substitutions permitted. 3. Where products or manufacturers are specified by name, accompanied by the term "or approved equal," comply with provisions concerning"product substitutions" to obtain approval for use of an unnamed product or manufacturer. 4. Where these Specifications describe a product and list characteristics required, with or without naming a brand or trademark, provide a product that complies with the characteristics and other requirements. 5. Where these Specifications require compliance with performance requirements, provide products that comply and are recommended in writing by the manufacturer for the application. 6. Where these Specifications require compliance with codes, regulations, or reference standards, select a product that complies with the codes,regulations, or reference standards. F. Unless otherwise indicated,Architect will select color,pattern, and texture of any product from manufacturer's full range of options. ' G. Product Substitutions: 1.. Reasonable and timely requests for substitutions will be considered. Do not submit unapproved substitutions on Shop drawings. Substitutions must be approved by the architect prior to inclusion on shop drawings or submittals. Substitutions may require prior written approval from Owner which shall be obtained by the Architect. 2. Submit 4 copies. of each request for product substitution. Identify product to be replaced,provide complete :documentation showing compliance of proposed substitution with all specified requirements,and.include the following: . a. A full comparison with the specified product. b. A list of changes to other Work required to accommodate the substitution. C. Any proposed changes to the Contract Sum or Contract Time should the substitution be accepted. d. The reason for the proposed substitution. 3. The Architect will review the proposed substitution and notify the Contractor of its acceptance or rejection. 8.0 EXCLUSIONS 1. Extreme.weather conditions(i.e.winter, summer) costs are not included in the contract. 2. Landscaping maintenance is not included in the contract(i.e. watering the lawn). 3. Utility company charges are not included in the contract. Section 1526_011100 prof summ&gen regt.doc Page 8 of 10 I , Hyannis Harbor Hotel Pro,ectS ecification Hyannis, MA RPROCON Jul 20, 2015 y , CONNECT CRFATE CONSTRUCT y Project#301526 Issued for Foundation Permit ARCHITECTURE 4. Radon removal systems. 5. Excavation and/or replacement of unsuitable materials are not included in the contract. 6. Furniture,office or manufacturing equipment, office systems partitions are not included in the contract. 7. Termite and pest control. 8. Property monumentation. 9.0 CLARIFICATIONS 1. All construction work is guaranteed for a period of one (1) year from the. date of "Substantial Completion" 2. The.Owner shall be responsible for the cost of electrical power, heat and water once those permanent systems are in place and operational. 3. The Owner shall carry Builder's Risk as a rider to their existing coverage, naming Pro Con, Incorporated and it's subcontractors as additional insured. 4. Any discrepancies in the architectural construction documents;shall be submitted to the Architect in writing in the form of a"Clarification Request"(CR) or a"Request for Information"(RFI) for review and response prior to submitting a proposal for the work or proceeding with the work. 5. Notwithstanding anything else contained herein, the standard of care for Pro Con, Inc. and its consultants in providing design services hereunder shall be the care and skill ordinarily used. by members of the -. design profession practicing under similar conditions.and in similar areas at the time of the Project. 6. All cutting, patching and firestopping by subcontractor. Do not cut structural members without prior written approval of Architect or Structural Engineer. 7. Any special requirements not herein specified, by the Owner, the Owner's financing source or the Owner's insurance carrier. 8. Access panels are to be fire rated/clearly labeled where located in fire rated assemblies. Access panels are furnished and installed by each sub where required for their work. 9.7 Any off-site work(outside of what is shown on the contract documents),including,but not limited to; traffic lights, traffic signs, sidewalks,road widening,stripping, etc. 9.8 Repair and replacement.of pavement,landscaping,.site lighting,guardrails, curbing,utilities,drainage and . sanitary systems, erosion, etc. is specifically excluded unless damaged by Pro Con.Incorporated operations. 9.9. Street opening permit fees. 9.10 Bonds (e.g. Performance and Payment Bonds)from Pro Con Incorporated to the Owner. 9.11 Furniture, Fixtures, or Equipment, (FA&E) and office systems partitions. 9.12 Energy and Property management systems. .9.13 Security of Project during construction. 9.14. Any and.all municipal,utility/impact fees and permits(i.e. sewer,water,telephone,power, cable, irrigation, etc.). 9.15 Any special requirements not herein specified;bythe Owner,the Owner's financing source or the Owner's insurance carrier. 9.16 RIDEM Permit Exclusion for the discharge of water.. 9.17 Sound Systems. . Section 1526_011100 proj summ&gen regt.doc Page 9 of 10 r Hyannis Harbor Hotel Project Specification Hyannis, MA PROCON Jul 20, 2015 y CONNECTCREATE•CONSTRUCT y Project#301526 Issued for Foundation Permit ARCHITECTURE 9.18 Security Systems. 9.19 Lightning Protection Systems. 9.20 Termite control. END OF SECTION Section 1526_011100 prof summ&gen regt.doc Page 10 of 10 Hyannis Harbor Hotel PROCON Project Specification Hyannis, NIA CONNECT CREATE•CONSTRUCT' July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE Section 01011 List of Documents Sheet# Description Issue Date By COVER SHEET: CS 1 Cover Sheet 07/20/2015 ProCon, Inc. CS2 Cover Sheet 07/20/2015 ProCon, Inc. LS 1 First Floor Life Safety Plan 07/20/2015 ProCon, Inc. LS2 Second Floor Life Safety Plan 07/20/2015 ProCon, Inc. STRUCTURAL PLANS S0.1 Structural General Notes &Design Criteria 07/20/2015 ProCon, Inc. S0.2 Structural Schedules and Misc.Notes 07/20/2015 ProCon, Inc. S0.3 Column Schedule 07/20/2015 ProCon, Inc. SOA Base Plate Details 07/20/2015 ProCon, Inc. S 1.1 Foundation Plan 07/20/2015 ProCon, Inc. S 1.1 a Enlarged Foundation Plans 07/20/2015 ProCon, Inc. S 1.l b Enlarged Foundation Plans 07/20/2015 ProCon, Inc. S2.1 Foundation Typical Details 07/20/2015 ProCon,Inc. S2.2 Foundation Sections f 07/20/2015 ProCon, Inc. S2.3 Foundation Sections 07/20/2015 ProCon, Inc. S5.1 Shear Wall Section& Details 07/20/2015 ProCon, Inc. ARCHITECTURAL PLANS ISSUED FOR REFERENCE ONLY A0.01a Assemblies—Interior Wall 07/20/2015 ProCon, Inc. A0.01b Assemblies—Exterior Wall 07/20/2015 ProCon, Inc. A0.02 Assemblies—Floor, Roof, Structure 07/20/2015 ProCon, Inc. A0.03 Assembly Details 07/20/2015 ProCon, Inc. A0.05 Assembly Details 07/20/2015 ProCon, Inc. A0.06 Typical Mounting Heights &Blocking 07/20/2015 ProCon, Inc. A 1.01 First Floor Plan 07/20/2015 ProCon, Inc. A1.02 Second Floor Plan 07/20/2015 ProCon, Inc. A1.03 Third Floor.Plan 07/20/2015 ProCon, Inc. A1.03 Fourth Floor Plan 07/20/2015 ProCon, Inc. A1.05 Roof Plan 07/20/2015 ProCon, Inc. Section 1526 011115 list of documents.doc Page 1 of 2 1, Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREArE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE A3.01 Exterior Elevations 07/20/2015 ProCon, Inc. A3.02 Exterior Elevations 07/20/2015 ProCon, Inc. A4.01 Building Sections 07/20/2015 ProCon, Inc. A4.02 Longitudinal Building Sections 07/20/2015 ProCon, Inc. MISCELLANEOUS PLANS MECHANICAL DRAWINGS Design/Build TBD FIRE PROTECTION DRAWINGS Design/Build TBD PLUMBING DRAWINGS: Design/Build TBD ELECTRICAL DRAWINGS: Design/Build TBD FIRE ALARM DRAWINGS: Design/Build TBD POOL DRAWINGS. Design/Build TBD END OF SECTION Section 1526 011115 list of documents.doc Page 2 of 2 l - - Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART 1-GENERAL 1.1 WORK OF THIS SECTION INCLUDES,but is not limited to,the following: A. Cast-in place concrete, including formwork;reinforcement, concrete materials, accessories mix design,placement procedures, and finishes. Footings and foundation walls Elevator Pits Slab on Grade Exterior patio and sidewalks Colored/Imprinted concrete at pool,patio,entrance B. This Section specifies cast-in place concrete, including formwork,*.reinforcement,concrete materials, mix design,placement procedures, sealers, and finishes. The extent of concrete work shown on drawings, including,but not limited to the following: location thickness/ psi reinforcing 1. Footings&Foundation Walls not exposed to weather As shown/ 3000 psi barn 3. Interior Slab on Grade As shown/ 3000 psi Nylon fiber 5. Exterior Slab on.Grade/Sidewalks As shown/ 4500 psi w/air WWF exposed to freezing&deicing [IBC 2009 table 1904.2.2(1) 6. Exterior Colored/Imprinted concrete As shown/ 4500 psi w/air WWF 7. Interior Colored/Imprinted concrete As shown/ 4500 psi WWF C. Vapor Barrier installed under all interior slabs on grade, etc. Vapor Barrier will be placed on top of Base Course, directly under the slab. The slab must be"wet cured"for a minimum of seven(7) days and it is the responsibility of the Construction Manager or General Contractor to monitor and document the curing process. Ensure non-staining products and ensure thorough, consistent coverage during"wet curing"process. Vapor Barrier will be taped and sealed at all overlapping joints and at all penetrations with approved POLYETHYLENE SPLICING TAPE: Vapor Barrier shall be carried up the foundation wall and be lapped on top of the wall(under the pressure treated sill and sill seal) and up face of exterior sheathing. Refer to details in drawings for further information. 1.2 Related Documents: A. Drawings, Specifications,Division I and Contract 1. Section 0135, 20 LEED/Enyironmental Requirements 2. Section 0156 50 Construction Waste Management Program B. :Geotechnical Report: See Appendix A. Section 1526 033000_concrete.doc Page 1 of 8 1, _ Hyannis Harbor Hotel Project j Specification � ' H annis MA PROCON Pro' June 19, 2015 y CONNECT•CREATE•CONSTRUCT Project#301526 Issued for GMP Pricing ARCHITECTURE 1.3 QUALITY ASSURANCE: A. Comply .with provisions American Concrete Institute 318 "Building Code Requirements for Reinforced Concrete" and 301 "Structural Concrete for Buildings" except where more stringent requirements are shown or specified. B. Form all footing and foundations. Unformed placement of concrete is not allowed. C. Conform to ACI 305R when concreting during hot weather. D. Conform to ACI 306R when concreting during cold weather. 1.4 Pre-placement meeting(s) shall be held at the project site,prior to installation of concrete. Refer to Section 01 31 00 -Pre-Installation Criteria. The attendees shall include: General Contractor Project Manager and Superintendent Placement Subcontractor and Foreman Concrete Supplier Structural Engineer and/or Architect A. Meeting.#1 -Pre-foundation placement. All footing excavations shall be inspected as described in Section 0 10 10 prior to placement of Concrete. B. Meeting#2-Pre-slab placement. All below slab excavations,vapor barriers, insulation(at Guestwing) and fill shall be inspected as described in Section 01010 prior to placement of Concrete. 1.5.. Submittals: A. . Provide Mix designs including cylinder breaks for the specific mix. Concrete testing reports from previous projects with similar Mix designs must be submitted in accordance with ACI specifications. Provide designs for each type of concrete to be used on the project. B. Provide data sheets for aggregates, fiber reinforcing,etc. to be incorporated into the concrete. C. Special additives for curing acceleration, curing retardation, etc. must be approved in writing by the Structural Engineer prior to placement. D. LEED Submittals: 1. Product Data for products having recycled content with documentation indicating percentages by weight of postconsumer and preconsumer recycled content. 2. Product Data for building materials and products having been manufactured, harvested and extracted from regional materials. 3. Include statement indicating costs for each product having recycled content. PART 2 -PRODUCTS. 2.1 FORM MATERIALS: A. Forms for Concrete Surfaces: Plywood, lumber,metal or other acceptable material. B. Provide commercial formulation form-coating compounds that will not bond with, stain nor adversely affect concrete surfaces. 2.2 REINFORCING MATERIALS: A. Reinforcing Bars: ASTM A-615 Grade 60,deformed. B. Welded Wire Fabric: Plain cold-drawn welded steel wire,ASTM A-185. Section 1526 033000_concrete.doc Page 2 of 8 Hyannis Harbor Hotel 0 PROCON Project Specification Hyannis, MA CONNECT-CREATE•CONSTRUCT I June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE C. Provide metal bolster, chairs and other devices for spacing,supporting and fastening reinforcing bars and welded wire fabric in place. Clay bricks,blocks,stones, etc are not acceptable. D. Synthetic fiber reinforcing for slabs:Virgin nylon monofilament fiber reinforcement additive confirming to ASTM C-116. 2.3 Concrete Materials: A. Portland Cement: ASTM C 150, Type Il. B. Normal Weight-Aggregates: ASTM C33,with maximum 1 1/2"for footing and other mass concrete and 3/4"maximum for other concrete. C. Light Weight-Aggregates: ASTM C330,3/4"nominal maximum aggregate size for slabs on deck. . D. Water: Clean and not detrimental to concrete. E. Calcium Chloride: Notpermitted. F. Admixtures: Do not use any additives without prior written approval from the Architect or Structural Engineer. 2.4 Accessories: A. Provide minimum 10 mil polyethylene vapor barrier with approved polyethylene splicing tape cover over prepared sub-base material for floor slabs as indicated on the drawings. B. Provide base course for all floor slabs of evenly graded natural gravel 3/8"maximum to 1/8" minimum(pea gravel). C. = Non-shrink Cement.Grout Below Column Base Plates: Non-metallic,.flowable,high strength(4000 psi main at 7 days) conforming with CRD-C 621. D. Membrane Curing Compound: ASTM C309. E. Absorptive Mats: ASTM C 171. F: Bonding Agent: Polymer resin emulsion. 2.5 Proportioning and Design of Mixes: A. Use proprietary standard design mix that meets the following qualities and furnish satisfactory evidence of such conformance prior to placement of concrete. Accompany each mixer truck with a delivery ticket noting type of concrete and materials and,time of batching. Note placement location and time of each load on these`tickets and file all tickets on the job site. B. Concrete: Proportion to design strengths indicated on drawings. 2.6 : Concrete Mixes: . A. Ready-Mix Concrete: Comply with requirements of ASTM C94, and as herein specified: 1. When air temperature is between 85 degrees F and 90 degrees F reduce mixing and delivery time from 1 1/2 hours to 75 minutes, and when air temperature is above 90 degrees F,reduce mixing and delivery time to 60 minutes. - 2. Concrete design mixes ASTM C94,28-day,compressive strength: a. Walls, foundations and footings: 3000 psi b. Interior Slab on.grade:.3.000 psi with nylon fiber reinforcing. c. Exterior site concrete exposed to weather: 4000 psi with steel WWF or steel reinforcing; 6% (+/- 1.%) air entrainment. d. LW concrete to have a calculated equilibrium unit weight of 115 pcf,plus or minus 3 pcf, as determined by ASTM C 567. 3. Concrete with excessive slumps will not_be placed.. Slump will be taken at_the truck prior to discharge into pumps (if applicable). 2.7 : Composite Waterproofing Section 1526 033000 concrete.doc Page 3 of 8 Hyannis Harbor Hotel Project Specification y PROCON p Hyannis, MA CONNECT CREATE•GOWRIK-T June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE A. Provide Type 1 Volclay panels around entire exterior of elevator pit including top and side of footing and walls to forma.monolithic waterproofing membrane. I. Sodium Bentonite Content: 1 lb./ft2 ' a. Granular Size: 90%passing 20 Seive; 10%,passing 200 Seive b.. Granular.Type: 90%Montmorillinite, 10%Volcanic Sediment 2. ,; Dry.Thickness: 0.1.87 inch 3. Panel Size: 4 feet x 4 feet 4. Typical Panel Weight: 18 lbs. 5.' Permeability:-ASTM D 5084 1 x 10-9 cm/sec. 6. Puncture Resistance: ASTM D 781 951bs. B. Manufacturers recommended accessories required for complete installation. G. Vapor Barrier: Vapor Barrier shall be minimum 10:mil thickness polyethylene sheet materials. Installation shall be in accordance with manufacturer's recommendations. All joints shall.be lapped a minimum_of 6"and sealed with approved polyethylene splicing tape as: recommended by the manufacturer. All penetrations,piping, ducts, etc. shall be lapped and sealed with approved polyethylene splicing tape. 2.8. IMPRINTED INTERGRAL COLORED CONCRETE A. Acceptable Manufacturer: Bomanite Corp.,,which is located at: 232 S. Schnoor ; Madera, CA 93637; Toll Free Tel: 800-854-2094;.Tel: 559-673-2411; Fax: 559-673-8246; Web: www.bomanite.com. Or approved equivalent. B. Color: Integral Color . 1. Integral Coloring Admixture: Integral Color byBornanite,Corporation, synthetic oxide pigment, meeting ASTM C979 and C494. 2. Color: As manufactured by Bomanite or approved equivalent. Submit color samples for selection. C. Imprinting Tools: 1. Mat type imprinting tools for texturing freshly placed concrete, in pattern/texture as selected by Architect or as.scheduled.. :2. .Imprinting tools used in the execution of this project shall be manufactured by Bomanite Corporation or approved equivalent. . 3. Bomacron Textures and Patterns: � a As manufactured by Bomanite or approved equivalent. alent. Submit stamping Pattern samples for selection. D. Release Agent Selection: 1. Liquid Release Agent. Clear color. a. Bomanite Liquid Release. E. Form and install colored concrete pool deck.per manufacturer's recommendations. 2.9. Admixtures: A. AIR ENTRAINMENT.= 6% (+/- 1%) IN ALL EXTERIOR SLABS AND EXPOSED RETAINING WALLS,PER ASTM C 260. PART 3 EXECUTION 3.1 Forms: . Section 1526_033000_concrete.doc Page 4 of 8 Hyannis Harbor Hotel Project Specification y PROCON � p Hyannis, MA June 19, 2015 Y i T Project#301526 Issued for GMP Pricing ARCHITECTURE A. Arrange and assemble formwork which is readily removable without damage to cast-in-place concrete surfaces and adjacent materials. B. Construct forms to sizes, shapes,lines and dimensions shown,and to obtain accurate alignment, . location,grades, level and plumb work. Support brace and maintain formwork to support vertical and lateral loads until such loads can be supported by concrete. C. Use factory fabricated, adjustable length,removable or snap-off metal form ties. Install required amount of ties as specified in the manufacturer's literature. D. Provide PVC sleeves openings in concrete formwork to accommodate work of other trades, schedule 40 PVC. E. Expansion joint material, asphalt impregnated formed felt; thickness as indicated; depth as required for concrete section being placed,position flush with surface of,concrete. Material shall be compatible with joint sealant. ` F. Use form liners for all exposed foundation walls in excess of 24". 3.2 : Placing Reinforcement: A. Accurately position,support and secure reinforcement against displacement by formwork, construction or concrete placement operations. 1. All bars shall be continuous in longest length possible with minimum 36 bar diameter laps. Reinforcing shall not be continuous through control joints, except at footings. 2. Bent corner reinforcing at all inside and outside corners shall be provided to lap and match horizontal reinforcement. 3. Minimum coverage for any reinforcing steel shall be as per ACI. 4. Welding for fabrication and installation is not permitted: B. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least two.full mesh and lace splices with wire. 3.3 Installation of embedded Items: A. Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by,cost4n-place concrete:. 3.4 Preparation of Form Surfaces: A. Coat contact surfaces of forms with a form-coating compound before reinforcement is placed. 3.5 Form Cleaning: A. Clean forms to remove.foreign.matter within forms. B. During cold weather,remove ice and snow from within forms. Do not use de-icing salts. Do not use water to clean out forms,unless formwork and concrete construction proceed within heated enclosure. Use compressed air or other means to remove foreign matter. 3.6 Concrete Placement: A. Comply with American Concrete Institute 304,.and herein specified. B. Install vapor barrier under interior,slabs on grade. Lap joints minimum 6 inches and seal with approved.polyethylene splicing tape. (Refer to 1.1.C. of this Section for wet curing.process). C. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. D. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand spading, rodding or tamping(except for slabs). E. Deposit and consolidate concrete slabs in a continuous operation. F. Bring slab surfaces to correct level with straightedge and strike-off. Use bull floats or darbies to smooth surface, free of humps and hollows. G. Maintain mesh reinforcing in approximately the middle of slab during concrete placement operations. Section 1526 033000 concrete.doc Page 5 of 8 I, Project Specification Hyannis Harbor Hotel PROCOIV ' Hyannis, MA CONNECT•CREATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE H. Protect concrete work from physical damage or reduced strength,which could be caused by frost, freezing actions, or low temperatures. I. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators. J. When hot weather conditions exist that would seriously impair quality and strength of concrete,place concrete in compliance with American Concrete Institute 305R. K. When cold weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with American Concrete Institute 306R. 3.7 Finish of Formed Surfaces: A. Concrete surfaces not.exposed-to-view in the finish work have texture imported by form facing material used. Repair and patch tie holes and defective areas and chip off fins and other projections and recesses exceeding 1/4"in height. B. At exposed garage concrete columns: CONCRETE FINISH: AFTER STRIPPING OF FORMWORK, SURFACES SHALL BE CLEANED, WALL TIES REMOVED,FINS AND OTHER PROJECTIONS OF 1/2" REMOVED. WET RUBBED AND/OR DRY GRINDING REQUIRED TO ACHIEVE SMOOTH FINISH. REPAIR AND PATCH HOLES LARGER THAN A DIME. 3.8 Monolithic Slab Finishes: A. Apply float finish to monolithic slab surfaces. After screeding, consolidating, and leveling concrete slabs,do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power driven floats, finished to a tolerance of Ff20/Fl 13. B. Provide 1/2"pitch in 4'-0"diameter of all floor drains. C. Provide broom finish surface in laundry room for installation of waterproofing membrane flooring. 3.9 Concrete slab.Curing and Protection: A. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. See part 1.3 of this specification section for additional information. Specific criteria for the project shall be established at the Pre-Placement meeting held at the project site. B. Provide moisture curing or use moisture-retaining covers to cure concrete surfaces at interior slab on grade,by one of the following methods for a period of 7 days. 1. Cover concrete surface with non-staining absorptive cover,thoroughly saturating cover with water and keeping continuously wet. 2. Cover concrete surfaces with moisture retaining cover for curing concrete,placed in widest practicable width. 3.10 Removal of Forms: A. Form work may not be removed in less than 36 hours or until concrete has attained.sufficient strength to carry loads. 3.11 Concrete Surface Repairs: A. Cut out honeycomb,rock pockets,voids over 1/4"in any dimension, and holes left by tie rods and bolts, down to solid concrete,but in no case;to a depth of less than I". Make edges of cuts perpendicular to the concrete surface. Thoroughly clean,dampen with water and brush-coat the area to be patched with specified bonding agent. Place patching mortar after bonding compound has dried. B. Excessive honeycomb or embedded debris in concrete is unacceptable. Section 1526 033000 concrete.doc Page 6 of 8 — — Hyannis Harbor Hotel Project Specification Hyannis, MA ��O�O� , J p e 19, 2015 y CONNECT �:REATF CONSTRUCT Project#301526 Issued for GMP Pricing ARCHITECTURE 3.12 Composite Waterproofing A. Install Composite Waterproofing at Elevator Pit per manufacturer's installation instructions, providing accessories necessary for complete installation. END OF SECTION I : Section 1526 033000 concrete.doc Page 7 of 8 Project Specification Hyannis Harbor Hotel PROCON Hyannis, MA CONNECT•CREATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE THIS PAGE LEFT BLANK INTENTIONALLY ; Section 1526 033000 concrete.doc Page 8 of 8 — — Hyannis Harbor Hotel PRO�ON Project Specification Hyannis, MA CONNECT CREATE CONSTROCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE Section 04 20 00 MASONRY PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Provisions established within General and Supplementary General Conditions of the Contract, Division 1 - General Requirements, and the Drawings are collectively applicable to this Section as if rewritten or bound herein. _l. Section 01 35 20 LEED/Environmental Requirements 2. Section 01 56 50 Construction Waste Management Program: B. The drawings show diagrammatically the locations of the various shafts, lines, ducts, conduits, fixtures, outlets, and equipment anticipated in the project. It is not intended to show every required space necessary for the full concealment of the Mechanical and Electrical systems which will be determined in the early design/build stages. Exact locations of these items shall be provided by the subcontract trades C. The Contractor shall coordinate.and lay out the.work maintaining all lines, grades & dimensions according to these drawings with due.consideration for other trades and verify all dimensions at the site prior to any fabrication or installation. D. Project"Soil and Foundation Report", See Appendix A for a copy of the report. E. Colored, imprinted concrete Section 03 30 00. 1.2 DESCRIPTION OF WORK: A. Extent of each type of masonry-and stone work is indicated on Drawings. 1. Unit Masonry where indicated or where required. 2. Coordination with other trades abutting or penetrating masonry and/or dimension stone. 3.. A Pre—skin meeting to coordinate the entire skin construction with all related trades including, but not limited to, framing,prefabricated panels,masonry, sealants,windows,MEP/FP. (penetrations), etc. Refer to Section 01 31 00. 4. Fluid Applied Membrane Air Barrier. Refer to Section 07.27 26. 5. Required Accessories,Masonry Anchors, etc. . . .. C. MOCKUP IS REQUIRED: Mock-up panel :to include work of all skin trades. Pro Con, Inca Architecture will issue a drawing of same. 1. Masonry mockup will be part of an overall exterior skin mockup: Masonry portion shall be 8' wide x 8' high minimum. Construct mockup to illustrate foundation,backup wall, exterior sheathing, air barrier, connectors, weep and cavity vents, through wall flashing, typical window installation, connections and flashing to adjacent materials and windows, control joints, sealant joints, sheetmetal, etc. See exterior elevation for mock-up drawings. 2. Mockup shall not be apart of the finished wall and mock-up shall remain in place throughout the project construction. I. Mockup shall require acceptance by.Architect and .independent:third party: exterior skin Inspector/Consultant. 1.3. RELATED WORK: Section 1526_042000 masonry.doc Page 1 of 8 t , Hyannis Harbor Hotel PROCON Project Specification H annis MA June 19, 2015 y T Project#301526 Issued for GMP Pricing l ARCHITECTURE A. 'Sheathing installation including wrapping of all openings. Mason shall not commence work until all wrapping of openings has been completed. Any deficiencies shall be called to the attention of the Contractor for remediation. B. Sealants see Section 07 92 00. C. Metal flashing and trim see Section 07 62 00. D. Weather Barriers see Section 07 27 26. 1.4. DELIVERY, STORAGE AND HANDLING A. Deliver building units to the site in approved protective film. Prevent damage to units Lift skids with proper and sufficiently long slings or forks with protection to prevent damage to units. Protect edges and corners. Conform to OSHA requirements. B. Store building units in a manner designed:to prevent damage: and staining of units. Stack units on timbers or platforms at least 3" above grade. Place polyethylene or other plastic film between wood and other finished surfaces of units when stored for extended periods of time. Cover stored units with protective enclosure if exposed to weather. C. Store or pile sand on a plank platform and protect from dirt and rubbish..Store mortar materials and sand in such a manner as to prevent deterioration or contamination by foreign materials Deliver mortar materials in original unbroken and undamaged packages with the maker's name and brand distinctly marked thereon, and upon delivery store in a shed until used on the work. D. Do not use salt or calcium-chloride to remove ice from masonry surfaces or on adjacent surfaces near stored materials.. 1.5. ENVIRONMENTAL REQUIREMENTS A. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. B. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. C. Maintain materials and surrounding air temperature to minimum 52 degrees F prior to and 48 hours after completion of masonry work. 1.6 LEED Submittals: 1. For products and materials required to comply with requirements.for regional materials indicating Iodation and distance from Project of material manufacturer and point of extraction, harvest, or recovery for.each raw material. Include.statement indicating.cost for each regional material and the fraction by weight that is considered regional: 2.0. PRODUCTS 2.4 UNIT MASONRY STANDARD A. Concrete Masonry Units: Comply with ASTM C 90, minimum compressive strength 3000 psi; Standard Specification for Load-bearing Masonry Units, and ACI 530.1/ASCE 6,"Specifications for Masonry Structures", except as otherwise indicated. NOTE: Revise ACI 530.1/ASCE 6 to exclude Sections 1.4 and :1.7; Parts 2.1.2, 3.1..2, and 4.1.2; and Articles 1.5.1.2, 1.5.1.3, 2.1.1.1, 2.1.1.2, and 2.3.19 and to 'modify Article 2.1.1.4 by deleting requirement for installing vent pipes and conduits built into masonry. B. Fire Resistance Ratings Where indicated, provide materials and construction which are identical to those of assemblies with fire-resistance ratings determined by testing in compliance with ASTM E 119 by a recognized testing and inspecting organization,by equivalent concrete masonry thickness, or Section 1526 042000 masonry.doc Page 2 of 8 — Hyannis Harbor Hotel Project Specification Hyannis, MA PROCON Pro1 June 19, 2015 y , CONNECT•CREATE•CONSTRUCT Project#301526 Issued for GMP Pricing ARCHITECTURE by another means, as acceptable to authority having jurisdiction. Where fire resistance rated concrete masonry units are required for assemblies, provide units. meeting:the requirements of ANSI/ACI 216.1/TMS-0216 "Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies." C. Single Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture and color;or a uniform blend within the ranges accepted for these characteristics,through one source from a single manufacturer for each different product required for each continuous surface or.visually related surfaces. D. Single Source Responsibility for Mortar Materials: Obtain:mortar ingredients of uniform. quality, including color for exposed masonry, from one manufacturer,for each cementitious component and from one source and producer for each aggregate. E. Weight Classification,Normal Weight. F. Provide bullnose units for outside corners where exposed, unless otherwise indicated, Provide special shapes where required for lintels, corners, jambs, sash,. control joints, sills, and :other special conditions. 2.6 MASONRY CEMENT A. Provide materials that conform to ASTM C-91. Mortar Color: See Exterior Finish Index. Additives: Water.repellent.admixtures: "Hydrocide Powder"by Sonneborn APPROVED Manufacturers Southdown, Inc. LeHigh Portland Cement Co. B. Colored pigmented mortars 2.7 MEMBRANE FLASHING and ADHESIVE A. Flashing: Sure-Seal Elastoform Flashing, 0.060"thick,with stainless steel drip edge, furnished by membrane manufacturer:.Alternate:Grace Perm-A-Barrier with stainless steel edge. All flashing over openings to extend a min. of 4"beyond pre-cast concrete lintel and shall be end dammed. Must be compatible with Fluid-Applied Membrane Air Barriers. See section 07.27 26. 2.8 CONTROL JOINT KEYS A.._ Control Joint Keys: Acceptable manufacturers. 1. "AA 2000-2001 Blocktite"-AA Wire Products Company, Chicago, IL. 2. "Rapid Poly-Joint"-Dur-O-Wal Inc.;Morthbrook,IL. 2.9 JOINT REINFORCEMENT,TIES AND ANCHORING DEVICES A. Uncoated Steel Reinforcing Bars:_ ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60.. : . B. Masonry Joint Reinforcement,General: ASTM A 951/A 951M. - . 1. Interior Walls: Hot-dip galvanized, carbon steel. 2. Exterior Walls; Hot-dip galvanized, carbon steel. 3. Wire Size for Side.Rods: 0.148-inch diameter. 4. Wire Size for Cross Rods: 0.148-inch diameter. 5. Wire Size for Veneer Ties: 0.148-inch diameter. 6. Spacing of Cross Rods,Tabs, and Cross Ties: Not more than 16 inches o.c. Section 1526 042000 masonry.doc Page 3 of 8 _ Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE•CONSTRUCT June 19, 2015 Project#301526 _ Issued for GMP Pricing ARCHITECTURE 7. Provide in lengths of not less than 10 feet,with prefabricated corner and tee units. C. Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or truss type with single pair of side rods. D. Provide reinforcing in single wythe veneer walls as required by code,and as noted on the drawings. E. Adjustable Masonry-Veneer Anchors: 1.. Provide 2-piece assemblies that:allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to wall, for attachment over sheathing to wood or metal studs, and that are capable of withstanding a 10071bf load in both tension and compression without deforming or developing play in excess of 0.05 inch. Anchor screws shall be through the sheathing into the structural wood studs or light gauge framing engineered at develop strength required. Provide masonry screw inserts where attachment is into concrete or masonry. Available Products: Heckman Building Products,Inc.; "Pos-i-tie'. 2. Provide anchoring systems that comply with ACI 530.1/ASCE 6/TMS 602. 3. Masonry Anchors: Corrosion Resistant Zinc Alloy. Coordinate barrel lengths with wall types. a. Anchors to Concrete:No. 75: Heckmann"Po.s-I-Tie" Tapcon Screw. b. Anchors to Masonry Backup: No. 75: Heckmann"Pos-I-Tie"Tapcon® Screw. c. Anchors to Metal Stud Backup: No. 75: Heckmann "Pos-I-Tie" Self-Drilling Screw. d. Anchors to Structural Steel: No. 75: Heckmann "Pos-I-Tie" Dril-It Screw. e. Anchors to Wood Stud Backup: No. 75: Heckmann"Pos-I-Tie" Tapcon Screw. 4. Masonry Ties: Stainless Steel. a. Masonry Veneer Ties: Provide minimum 2 1/2 inches embedment in mortar with at least 5/8" mortar cover to the outside. 5. Wire 3/16 inch diameter x length required for min. embedment. a.No.75 Pos-I-Tie Triangle Wire Tie . 2.10 WEEP and CAVITY VENTS Hohmann&Barnard, `Quadra—Vent' or equal: Trim honeycomb weep material used in weep holes flush with outside face of wall after mortar has set. Provide honeycomb weep materials where shown at the top of the cavity, above thru-wall flashing,windowsills,window and door heads;etc. Plastic Honeycomb vent—Color: To match mortar. 2.11 MASONRY CLEANERS A.* Where required by local environmental criteria,:Job-Mixed Masonry Cleaner: 1/2-cup tetra sodium polyphosphate and 1/2-cup laundry detergent dissolved in 1 gal. of water. B. Where allowed by local environmental criteria: Proprietary Acidic Cleaner: Manufacturer's standard strength general purpose cleaner designed for removing mortar/grout stains,efflorescence, and other new construction stains from new masonry surfaces of type indicated; composed of blended organic and inorganic acids combined with special wetting systems and inhibitors; expressly approved for intended use by manufacturer of masonry units being cleaned without damaging or discoloring masonry surfaces. "Sure Klean No. 600 Detergent"; ProSoCo, Inc. "202 New Masonry Detergent"; Diedrich Technologies,Inc. 2.12 CAVITY DRAINAGE MATERIAL: A. Drainage material thickness as required. 2-inch thick, free-draining mesh;made from polyethylene Section 1526_042000 masonry.doc Page 4 of 8 Hyannis Harbor Hotel 0 PROCON Project Specification Hyannis, MA CONNECT-CREATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE strands and shaped to avoid being clogged by mortar droppings. Must be full width of cavity.' 1. Mortar Net;Mortar Net USA,Ltd. No substitutions allowed. B. Coordinate flashing to terminate minimum 6"above the top of the drainage material. 2.13 FLUID-APPLIED MEMBRANE AIR BARRIER A. Provide and install air barrier per section 07 27 26, overlapped minimum 6"over the sheet below and overlapped over all window flanges,thru wall flashing or other penetration to prevent the gravity infiltration of water in the cavity or onto the wall sheathing. 2.14 LINTELS A. Install hot dip galvanized steel,lintels at all openings where indicated or where scheduled. Provide lintels at all opening in excess of 1 1/3 building unit. B. Minimum bearing of 8 inches at each jamb,unless otherwise indicated. C. Provide masonry lintels where shown. PART 3 -EXECUTION 3.1.. GENERAL: A. The execution of the work includes initial inspection,preparation,masonry erection,reinforcement installation,grout placement,.field quality control testing and cleaning procedures.Dimensional tolerances for foundations on which masonry is built are to be measured prior to the start of masonry work. Standard requirements for good workmanship are required by the MSJC Specification. These include the requirement for completely filled mortar joints and grouted spaces. Proper support of masonry and bracing during construction is required but is not prescribed. Dimensional tolerances for the masonry are listed to ensure structural performance. B. Inspection of reinforcement and metal accessories is required to ensure that they have been properly placed and are free of materials that hinder bond. Tolerances for locating and placing reinforcing steel and adjustable wall ties to be per MSJC Code. C. As part of the preparation requirements, clay masonry units with an IRA greater than 30 g/min/3.0 in.2 (1.55 kg/min/m2)must be pre-wetted prior to placement. Cleanouts are required at the base of masonry to be grouted whenever pour heights exceed 5 ft. 3.2 FIELD QUALITY CONTROL: A. Contractor will engage a qualified independent testing agency to perform the following tests for each . 5000 sq. ft. of wall area or portion thereof. Mortar: ASTM C 780 Grout: ASTM C 1019. Brick: ASTM C 67 Concrete Masonry Units: ASTM C 140 3.3 PREPARATION A. Protection: . 1. Keep walls dry during erection by covering at end of each work period with non-staining waterproof membrane covering 2. Protect partially completed walls not being worked on with non-staining waterproof membrane until construction activities specified in.other sections completes protection Section 1526 042000 masonry.doc Page 5 of 8 _ ` I H annis Harbor Hotel Project Specification i Y Hyannis, MA y CONNECT-CREATE•CONSTRUCT Project#301526 Issued for GMP Pricing ARCHITECTURE of walls. 3. Covering: Overhang at least T-0" on each side of wall; anchor on each side of wall. 4. Protect finished exposed work from.stains. 5. Remove misplaced mortar or grout immediately. 6. Protect face materials against staining and etching. T. Protect sills, ledges; and offsets from mortar droppings during construction. 3.4 INSTALLATION A. Workmanship: 1. Installation of cracked,broken, or chipped units exceeding ASTM allowances is prohibited. - 2. Use abrasive power saws to cut block. Avoid slivers less than 2" wide 3. Lay block plumb,true to line, and with level courses; space within allowable tolerances. 4. Furrowing bed joints is prohibited., 5. Stop off horizontal run by racking back in each course;toothing is prohibited. 6. Adjust units to final position while mortar is soft and plastic. 7. Units displaced after mortar has stiffened: Remove, clean joints and units of mortar; relay with fresh mortar. 8. Cut and patch finish masonry to accommodate work of other sections without marring finished surface appearance. 9. Adjust shelf angles to keep work level and at proper elevation. 10. Mix units from pallets in work to diminish noticeable variation in color and texture between pallets. 11. Install pressure relieving joint material continuous by adhering material under shelf angles and required locations. 12. When joining fresh masonry to set or partially set masonry,remove loose block and mortar; clean and dampen exposed surface of set masonry prior to laying fresh masonry. . 13. Keep cavity clean of mortar; trowel protruding mortar fins in cavity flat:to inner wythe face. B. Building in other work: 1. Build in work of other sections indicated to be built-in with block as work progresses; include anchors,wall plugs, expansion joints, and accessories. Space and align built-in parts; exercise care not to disturb other materials from position. C. Mortar beds:- 1. Lay block with full mortar coverage on horizontal and vertical joints in courses. 2. Install sufficient mortar on ends of block to fill head joints. 3. Rock closures into place with head joints thrown against two adjacent blocks_already in place... 4. Do not pound corners or jambs to fit stretcher units after setting into place. 5. Remove mortar and replace with fresh mortar where adjustment to corners or jambs must be made after mortar has started to set. D. Mortar joints: 1. Nominal thickness: 3/8" 2. Tool joints exposed in finished work when"thumbprint" hard;use round jointer Section 1K6_042000 masonry.doc Page 6 of 8 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE slightly larger than joint width. 3. Use plexiglass or stainless steel tool to compact joints where white or light colored mortar is used. 4. Tool joints: Concave; typical unless noted otherwise. 5. Trowel point or concave-tool joints below grade. 6. Flush cut joints not to be exposed in finished work or otherwise tooled. 7. At horizontal and vertical surfaces of precast,rake mortar joints back 3/8"-1/2"and install sealant over joint with color to match precast. See section 07 92 00. E. Bonding pattern: Lay block,brick or stone in common running bond,unless noted otherwise. F. Control joints:.Provide through wall joints as recommended by the Masonry Institute 1. Keep clean of mortar and,debris. 2. Install control joint material specified in Masonry Accessories Section continuous. 3. Make joints 3/4" wide unless otherwise indicated. .4. Space control joints as required but in no case more than 25'-0" O.C. See exterior elevations for location of control joints: 5. Coordinate location of control joints in block masonry. G. Expansion joints: 1. Keep clean of mortar and debris. 2. Make joints 1" wide unless otherwise indicated. Stop horizontal joint reinforcement I each side of joint. H. Wall ties: Install in accord with requirements of Masonry Anchorage and Reinforcement Section. I. Cavity wall flashing&Weep holes: 1. Install embedded flashing and weep holes in masonry at shelf angles,lintels,ledges, other obstructions to the downward flow of water in the wall,and where indicated: Weep holes should have a maximum spacing of 24"o.c. unless otherwise indicated in the drawings. 2. Place through-wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing before covering with mortar 3. Provide thru wall flashing as indicated on the drawings as.well,as at all.head,lintels, and below sills as detailed. Extend flashing 8 inches vertically into masonry at each end and turn up minimum 1 inch to forma weep pan end dam. 4. Provide honeycomb weep materials at the bottom and the,top of the cavity below thru- wall flashing,window sills, etc; Exercise caution to assure that where sidewalks abut the masonry,the weep will.be above the walkway: 5. Trim honeycomb weep material used in weep holes flush with outside face of wall after mortar has set. J. Sealant joints: Retain i/z" deep by wide sealant joint around outside perimeter of exterior doors, window frames, and other wall openings. K. Pointing: Cutout defective mortar joints and holes in exposed work. Repoint with new mortar. L. Dry cleaning: Brush block masonry surfaces with stiff bristle brush. Do not allow mortar droppings to.harden on exposed surfaces. 3.5 Tolerances: A. . Maximum variation from.plumb: a. In lines.and surfaces of walls and rises: 1) '/4" in 10'-0 2) 3/8" in any story,or 20'-0"maximum. 3) %" m 40'-0" or more. b. For external corners, expansion joints, and other conspicuous lines. Section 1526 042000 masonry.doc .. Page 7 of 8 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT (-. EATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE 1) 1/4 in any story or 20'-0",maximum. 2) . 3/8" in 40'-0" or more. B. Maximum variation from level or grades for exposed lintels, sills,parapets,horizontal grooves, and other conspicuous lines: a. 1/4" in any bay or 20'-0". b. '/2":in 40`0" or more. C. Maximum variation of linear building line from established position in plan and related portions of columns,walls, and partitions: a. '/2" in any bay or 20'-0". b. 1/4" in 40'-0" or more. D. Maximum variation in cross-sectional dimensions of columns and thickness of walls: Not less than 1/4" smaller normore than''/z" larger than indicated. - 3.6 CLEANING A. General: 1. Remove stains in accord with recommendations of Block Institute of America, Technical Notes#20 REV,Reissued June 1987. Use cleaning agents only after pre-testing on sample panel.... 2. Test panel: a. Apply solution on half of surface of mock-up panel at least 21 days prior to application of cleaning solution to block. b. Should discoloration of block or mortar joints, staining, or efflorescence appear on sample panel,notify Architect in writing; await further instructions. 3. Wet cleaning within seven days of placing masonry is prohibited. B. Preparatory work: 1. Protect materials adjacent block masonry subject to corrosion from contact with cleaning solution. 2.. Saturate mortar joints with clean water; flush off loose debris at least two hours prior to cleaning solution application to block, . C. Manufactured cleaning compound: 1. Apply on block masonry as tested on mock-up panel in accord with manufacturer's product data; flush with clean water.: 2. Begin cleaning process at highest point of wall,working downward. Work,in areas of 20 SF,maximum. Flush wall with clean water as cleaning progresses to prevent accumulation of scum. 3. Scrubbing mortar joints with cleaning solution is prohibited. D. Safely discard solutions containing debris and residue. END OF SECTION Section 1526_042000 masonry.doc Page 8'of 8 Hyannis Harbor Hotel Pro Specification Project Hyannis, MA � PRQCON , June 19, 2015 y CONNECT-CREATE.. CONSTRUCT Project#301526 issued for GMP Pricing ARCHITECTURE SECTION 0512 00 STRUCTURAL STEEL PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Structural Steel including connections. B. Comply with AISC's "Specification for Structural Steel Buildings--Allowable Stress Design and Plastic Design," RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts," and AWS D 1.1 "Structural Welding Code--Steel." C. Related Documents: Drawings, Specifications, Division 1 and Contract 1. Section 0135 20 LEED/Environniental Requirements 2. Section 01 56 50 Construction Waste Management Program. D. Submittals: Product Data and Shop Drawings. . E. LEED Submittals: 1. For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating costs for each product'having recycled content. 1.2. QUALITY ASSURANCE A. FABRICATOR QUALIFICATIONS 1. Fabricator shall be registered with and approved by authorities having.jurisdiction. A firm with minimum five years experience in fabricating structural steel similar to that indicated for this Project and with a record of successful in-service performance,as well as sufficient production capacity to fabricate structural steel without delaying.the Work. 2. Fabricator must participate.in the AISC Quality Certification.Program and be designated an AISC-Certified Plant for Category:.Category I, conventional steel structures and Category: Category II, complex.steel building structures. B. INSTALLER QUALIFICATIONS: 1. An-experienced Installer with a minimum of five years experience, who has completed structural steel work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. . PART 2 PRODUCTS 2.1 STRUCTURAL STEEL AND ACCESSORIES A. Structural-Steel Shapes, Wide Flange: ASTM A-992. B. Channels, Angles&Plates: ASTM A-36. . C. Cold-Formed Structural-Steel Tubing: ASTM A 500, Grade B. D. Anchor Rods: ASTM 1557 Section 1526 051200 structural steel.doc. . Page T o f,2 Hyannis Harbor Hotel 0 PROCON Project Specification Hyannis, MA . June 19, 2015 C,ONNFC;7 (,REATE C.ONSTRUGT Project#301526 Issued for GMP Pricing ARCHITECTURE E. Bolts, Nuts, and Washers: ASTM A 325, Type 1, high-strength heavy hex steel structural bolts, heavy hex carbon-steel nuts, and hardened carbon-steel.washers,uncoated., F. Grout: ASTM C 1107, nonmetallic, shrinkage resistant,premixed G. Seismic design per IBC, 2009 Edition with State of New Hampshire Amendments and AISC's"Seismic Provisions for Structural Steel Buildings." H. Hot-Dip Galvanized Finish: Where specified,.apply zinc coating by the hot-dip process to structural steel in conformance with ASTM A123. I. Provide shapes without primer (bare steel) where steel columns, beams; etc. are to be sprayed with Spray-Applied Fire Resistive materials (SFRM). Refer to Section 07 8100. 2.2 FABRICATION A. Fabricate and assemble structural steel in shop to greatest extent possible according to RISC specifications and tolerance limits of AISC's "Code of Standard Practice for Steel Buildings and Bridges" for structural steel. Fabricate architecturally exposed structural steel with exposed surfaces smooth, square, and free.of surface blemishes, including pitting, rust and scale'seam marks, roller marks, rolled trade names, and roughness. B. Welding: Comply with applicable provisions of AWS 131.1 "Structural. Welding Code-- Steel." Present evidence that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. PART 3 -EXECUTION 3.1 ERECTION A. Erect structural steel according to RISC specifications and within erection tolerances of AISC's "Code of Standard Practice for Steel Buildings and Bridges." B. Set base and bearing plates on wedges, shims, or setting nuts. Tighten anchor bolts, cut off wedges or shims flush with edge of plate, and pack grout solidly between bearing surfaces and plates. C. Bolted Connections: Install and tighten non high-strength bolts, unless high-strength bolts are indicated. Snug tighten high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325`Bolts." D. Weld Connections: Comply with AWS D1:1: E. GROUT: Nonmetallic, Shrinkage-Resistant Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage compensating agents,_ plasticizing and water-reducing. agents, complying with ASTM C 1107, of consistency suitable for application, and a 30-minute working time. END OF SECTION Section 1526 051200 structural steel.doc Page 2 of 2 _ I Hyannis Harbor Hotel PROCON Project Specification Hyannis, NIA CONNECT•CREATE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE SECTION 0610 00 ROUGH CARPENTRY AND SHEATHING PART I GENERAL 1.1. SECTION REQUIREMENTS A. Dimensional Lumber B. Subflooring C. Underlayment D. Sheathing E. Engineered Wood Products F. Rooftop equipment bases, enclosures, and support curbs. G. Wood furring, grounds, nailers and blocking H.. . Roof enclosures for Elevator.vents, Fireplace flues, Fan support curbs, etc. I. Wood preservative treated materials and Fire-retardant treated materials. J. A pre-framing meeting will be held, at project site, prior to erection of any framing,panels, joists, trusses, etc. Refer to Section 013100. 1.2 Related Documents A.. Drawings, Specifications, Division 1 and Contract. D. Section 06 17 53 Prefabricated wood floor and roof trusses. E. Section 06 20 00 Finish Carpentry. 1.3 Quality Assurance: A. Lumber: Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of inspection agencies certified by ALSC's Board of Review. Split, wrapped, twisted, or weathered lumber or lumber placed out of alignment with the rest of the framing will not be acceptable B: Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. Identify with grade stamp:of an agency certified by NFPA. For exposed lumber, furnish pieces with grade stamps applied to ends or back of each piece, or omit grade stamps and provide grade-compliance certificates issued by inspection agency. C. . Concealed Boards: Where boards will be concealed by other work,provide lumber with 19 percent maximum moisture:content: F. NO REMANUFACTURED OR REGRADED LUMBER WILL BE ALLOWED 1.14 Delivery; Storage and Handling: A. Refer to Building Component Safety Information,BCSI, 2008. B. Store lumber and plywood a minimum of 8" above the ground in a manner to allow for proper drainage, ventilation and.protection from the weather. Lumber must be covered properly for protection against the weather while stored on site. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings C. Materials stored improperly will be removed from the site and replaced with new material: Section 1526_061000 rough carpentry&sheathing.doc Page l of 9 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CR[ATE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE , L5 WOOD-PRESERVATIVE-TREATED MATERIALS: A. General: Where lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable requirements of AWPA U1. Use Category UC2 for interior construction not in contact.with ground, Use Category UC3b for exterior construction not in contact with ground, and Use.Category.UC4a for items in contact with ground..Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. Do not use chemicals containing chromium or arsenic. 1. Where pressure treated wood or PT is indicated at sill plates or other locations coming in contact with concrete or masonry, Pressure treated wood shall be: A. Use Borate treated products at sill plates and other locations that are ultimately concealed from direct moisture contact. B. At Exterior decks and porches-that are subject to weathering, use the following: a. ACQ (Alkaline Copper Quaternary) - 'Preserve', Nature Wood' or `Osmose' or b. CA(Copper Azole) - Wolmanized'.. 2. No wood containing chromium or arsenic(CCA).may be used. NOTE: Use hot-dip galvanized(G185) or stainless steel brackets, nails, screws, etc in contact with PT wood. Do not combine stainless steel fasteners with galvanized brackets. For exposed items indicated to receive stained finish, use chemical formulations that do not bleed through, contain colorants, or otherwise adversely affect finishes. Pressure treat aboveground items with waterborne preservatives to a minimum retention of 0.25 lb/cu. ft. Provide treatment after lumber.and plywood has been Kiln-dried to a maximum moisture content of 19 and 15 percent, respectively. Do not use material that is warped or that does not comply with requirements_for untreated material. 3. Treat indicated items and the following: a. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete . b. Wood floor plates installed over concrete slabs directly in contact with earth. Complete fabrication of treated items before treatment, where possible. c. As indicated"PT"on drawings. 1.6 FIRE RETARDANT TREATED MATERIALS:' A. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame:-spread index of 25 or less when tested according to ASTM E 84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the. flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during the test. 1 Use Exterior type for exterior locations and where indicated. 2. Use Interior Type A, High Temperature (HT) for enclosed roof framing, framing in attic spaces, and where indicated. 3. Use Interior Type A,unless otherwise indicated. Section 1526 061000 rough:carpentry&sheathing.doc Page 2 of 9 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE B. Identify fire-retardant-treated wood with.appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction. C. Application: Treat rough carpentry items as indicated,on Drawings,and the following:: 1 Concealed blocking within Type I construction. 2. As indicated"FRT"on drawings: 1.7 Prefabricated Wall Panels: Prefabricated wall panels may be used at all locations shown to be wood stud walls and partitions. This shall include bearing walls; elevator shaft enclosures, non-bearing wood stud walls, shear walls, etc. All Product and Execution criteria in this section shall apply to the panelization subcontractor/supplier. All wood shall be grade stamped. Prefabricated wall panels shall be furnished to the site with sheathing where required by the details. Prefabricated panels shall be installed on pressure treated wood sills at the concrete first floor slab. No wood,shall contact concrete without pressure treated blocking or steel bearing plate Where shown on plans or where required for truss configuration, provide ladder trusses or panels with higher plates than typical to provide bearing, to provide wall closure, etc. Coordinate with Truss fabrication drawings Section 06 17 53. Where shown on plans or where required for truss configuration,provide wall panels with higher plates than typical to provide floor sheathing bearing unless.ladder trusses are provided. If truss profiles are modified from the design layout, spacing, or profile configurations, provide additional members, framing, etc. to complete geometry. For example, at low roofs, provide support for ceilings. At all gable end conditions provide bracing or strongback framing to resist wind load criteria. NO REMANUFACTURED OR REGRADED LUMBER WILL BE ALLOWED 18 Submittals: A. Forward two copies of the design/shop drawings for review by the Architect prior to fabrication of panels. Show typical panel construction detailing and stud spacing, lumber grading, and connection information. .Furnish Handling and erection instructions. B. Prefabricated wall panels shall not be placed directly on grade. Utilize temporary supports to maintain minimum 6" above grade to any wood component. Follow the same criteria for Delivery, Storage and Handling per Truss Plate Institute bulletin HIB 91. 1.9 SITE INSPECTIONS:AND REPORTS: 1. + Periodic on-site inspection_ s by the Design/Build Subcontractor's Structural Engineer for the Prefabricated Structural Units shall be required prior to closing of any structural wall or floor/ceiling assembly with copies of reports to Owner, Architect, and Structural Engineer. 2. Report shall clearly delineate the proper installation of components, document any damage and provide repair drawings for same, certify that installed bracing is as required by Section 1526 061000 rough.carpentry&sheathing.doc Page 3 of 9 I Project Specification Hyannis Harbor Hotel UPROCON Hyannis, MA CONNECT•CREATE•CONSTRUCT July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE and conforms to the design. 3. Report shall document that appropriate connectors and hold down devices are installed as required by the applicable code having jurisdiction. :4. Report shall bear the Structural Engineering Seal of the inspector. PART 2 - PRODUCTS. 2.1 Materials: A. Lumber: PS 20, new and undamaged, provide lumber with each piece factory.-marked with grade stamp in_accordance with NFPA Grading Rules. Lumber stresses specified do not include adjustment factors in accordance with National Design Standards (NDS). Framing members shall be Smooth 4 Sides (S4S)unless noted otherwise. All wood bearing on concrete or masonry shall be Preservative treated as defined in this section or shall have a minimum 1/4 steel base plate: 1. Dimensional Lumber/Rough framing shall consist of#1/#2 spruce/pine/fir(SPF)with. 19 percent maximum moisture content having no less than an allowable bending stress (Fb) of 875 psi,respectively, a Modulus ofelasticity of 1,400,000 psi; and an allowable shear stress of 135 psi, unless indicated otherwise. Stair stringers shall be#1 grade.. 2. Framing designated as PSL(parallel stand lumber), LVL, or LSL shall meet the requirements set forth in this section. 3. NO REMANUFACTURED OR REGRADED LUMBER WILL BE ALLOWED B. OSB Sheathing: PS-2, sheathing grade,oriented Strand Board. 1. Rated Sturd-I-Floor: 23/32", or thickness as indicated on structural drawings, APA rated Sturd-I-Floor or TECO floor span rated, 24.o/c Exposure 1, tongue and Groove (glue and nail). Huber Engineered Woods LLC "AdvanTech Flooring".. Warranted by manufacturer to resist weather exposure for 500 days. 2. Rated Roof Sheathing: 23/32", or thickness as indicated on structural drawings, APA rated sheathing, 40/20 Exposure.1, tongue and groove (glue and nail). 3. Rated Wall Sheathing: 15/32"APA rated sheathing, 32/16 Exposure 1. 4. Provide thicker panels where required by the fire resistance testing criteria for rated partitions, walls, floor and roof assemblies. Refer to drawings for additional details. C. Laminated-Veneer Lumber(LVL): Lumber manufactured by laminating dried and graded.wood veneers in a continuous heated press using an exterior-type waterproof adhesive complying with ASTM D 2559 to produce members with grain of veneers parallel to their lengths and complying with the following requirements: Extreme Fiber Stress in Bending: 2600 psi. Modulus of Elasticity: 1,900,000 psi for beams and 1,800,000 psi for columns/posts. Tension Parallel to Grain: 1500 psi. Compression Parallel to Grain: 2500 psi. .Compression Perpendicular to Grain: 4.00 psi perpendicular to and 500 psi parallel to glue line. Horizontal Shear: 285 psi. Boise Cascade Corp.; (800-457-9663). Georgia-Pacific Corp. (800-284-5347). Louisiana-Pacific Corp. (503-221-0800). Trus-Joist MacMillan (800-356-1962).. . Section 1526_061000 rough carpentry.&sheathing.doc Page 4 of 9 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE CONSTRUCT .July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE E. Parallel-Strand Lumber: (PSL) Lumber manufactured by laying up wood strands using an adhesive complying with ASTM D 2559,and cured under pressure to produce members with grain of strands parallel to their lengths and complying with the following requirements: Extreme Fiber Stress in Bending: 2900 psi for 12-inch nominal-depth members and 2400 psi for columns.:Modulus of Elasticity: 2,000,000 psi for beams and 1,800,000 psi for columns/posts. Tension Parallel to Grain: 2000 psi. Compression Parallel to Grain: 2900 psi and 2500 psi for columns. Compression Perpendicular to Grain: 400 psi perpendicular to and 600 psi and parallel to wide face of strands." Horizontal Shear: 290 psi. Boise Cascade Corp.; (800-457-9663). Georgia-Pacific Corp. (800-284-5347). Louisiana-Pacific.Corp. (503-221-0800). Trus Joist MacMillan(800-356-1962). F. Metal Framing Anchors: r 1. General for untreated wood: Provide galvanized steel framing anchors of structural capacity, type, and size indicated and as follows: Research or Evaluation Reports: Provide products for which model code research or evaluation reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with building code in effect for Project. Allowable Design Loads: 'Provide products with allowable design loads, as published by manufacturer, which meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing agency. Simpson Strong-Tie Company, Inc. (800-999-5099). USP Lumber Connectors (800=328-5934). Cleveland Steel Specialty Co. (800-251-8351). Southeastern Metals Manufacturing Co., Inc. (800-874-0335). 2.2 Accessories: A. Nails, Spikes and Staples: Hot dipped Galvanized for exterior locations and high humidity locations. 'Provide hot dip galvanized per above.at treated wood. Provide plain finish for other interior locations, "size and-type to suit application, typical nailing shall be with common wire nails. Staples shall be of equivalent strength as the required nails. B. Bolts,.Nuts, Washers; Lags and Screws: Medium carbon steel; size and type to suit application; hot dipped galvanized for exterior locations, high humidity locations and treated wood,plain finish for other interior locations. C. Fasteners: _Expansion shield lag bolt, type for anchorage to concrete. Bolts or power activated .type for anchorage to steel. Kwik Bolt-II (KB-II) with Steel threaded rod. D: Adhesive: ,Gun grade acrylic compound, such as Liquid Nails by Macco Adhesive. E. Bottom plate:anchors to foundation: A307 carbon steel, 1/2"diameter shank, 9-inch long anchor bolts with 90'-degree bend. Fasten to plates with hexagonal head nuts and cut washers. Refer to structural:drawings and anchor bolt schedule for clarification. Provide continuous foam sill pad between plate and foundation or provide Triple Guard Energy Sill Sealer by ProtectoWrap: . Section 1526_061000 rough.carpentry&sheathing.doc Page 5 of 9 Hyannis Harbor Hotel Project Specification Hyannis, MA L..PROCON , 7 July 20, 2015 . Project#301526 Issued for Foundation Permit ARCHITECTURE Interior non-load bearing wall bottom plates shall be nailed to pressure treated wood sill attached to foundation with power driven fasteners. Then secure with fasteners as indicated on the Structural.Drawings. F. Power driven fasteners: Power driven steel pin 0:145"diameter shank,3" long with metal washer with area of 1.10 square inches, such as Hilti DN72S36 as manufactured byHilti. G. - Floor joist hangers and framing connectors: 1. USP -,Tie light double shear joist hangers, or.equal. .2. USP -Tie standard joist hangers. - 3. USP Tie truss hanger: H. Roof Joist Hangers: 1. USP Tie truss hanger. I. Plywood sheathing clips:, USP - Tie 18 gauge galvanized steel x plywood thickness. J. Metal wall bracing: USP - Tie compression-tension wall bracing(CWB), 18-gauge steel. K. -Drywall Stops: Simpson Strong- Tie nail stoppers (NS), 16 gauge steel, 3 or.7"long as required.for size of hole being protected. 2.3 Wood Treatment Materials: A. Wood preservative: .Borate .2.4 Shop Treatment of Wood Materials: A. Shop pressure treat wood materials requiring pressure impregnated preservatives to AWPB LP-2. B. Redry wood after pressure treatment to maximum 19 percent moisture content. 2.5 Fabrication of Built-Up Beams and Headers A. At headers and beams built-up with multiple SPF#1/#2 2x members and LSL/LVL beams, nail together with at least 16d nail at 16"on center along each edge and with at least 1-16 nail per 2"normal depth of header. Provide plywood spacers between 2x members to.widen header to the full width of the stud wall Framed headers above wall openings not indicated on the drawings shall be built using the following size lumber: Built-Up Member Location 2x6 Framing Built-Up Headers 3_=2x8 Built-Up beams 3 2x 12 B: All non-load bearing headers less than.3' shall be 2 - 2x4 at 4"nominal walls and 3. 2x4 @ 6" nominal walls. All non-load bearing headers greater than 3' shall be 2 -2x6 at 4"nominal walls and 3 2x6 @.6"nominal walls. 2.6. MISCELLANEOUS MATERIALS A. Sill-Sealer Gaskets:. 3/8"thick closed-cell polyethylene sill sealer; selected from manufacturer's standard widths to suit width'of sill members indicated. Alternate: Provide ProtectoWrap "Triple Guard Energy Sill Sealer". B. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01 that is approved for use with type of construction panel indicated by both adhesive and panel manufacturers C. Air Infiltration Barrier: Tyvek Commercial or approved equal. Sheathing joint air/vapor barrier tape (at brick:veneer locations): Carlisle CCW-705 Vapor/Air Barrier System, Tyvek Straight Flash or architect approved equal. Section 1526 661600 rough carpentry.&sheathing.doc Page 6 of 9 Hyannis Harbor Hotel Project Specification y PROCON � p Hyannis, MA , T July 20, 2015 Project#301526 Issued for Foundation Permit ARCHITECTURE PART 3 -EXECUTION 3.1 Rough Framing: A. Install main framing miscellaneous blocking, furring, nailing strips, framing and sheathing, install members true, plump and level. Install shimming:where required to set framing in proper alignment. Secure framing in place. 'Space miscellaneous framing and furring no more than 24 inches on center. Construct members of continuous pieces of longest possible lengths. Framing member connections shall be nailed with no less than 2 - 16d nails, or as noted. Provide rough hardware as indicated. Follow IBC nailing schedule unless noted otherwise. B. Make proper provisions for the work of other trades. Refer to the Drawings for wood blocking and plywood required as back up and framed openings for all other trades and their accessories. C. Exterior wood stud walls, and exterior load-bearing wood stud walls shall be spaced in accordance with the structural drawings unless closer spacing is required by UL wall assembly designs. D. Interior wood stud walls,- and interior load-bearing wood stud walls shall be spaced in accordance with the structural.drawings unless closer spacing is required-by UL wall assembly designs. E. Install double and/or triple studs at all beam bearing points at the ends of all diagonal let-in bracing. In addition, studs shall be double at all angles, corners and around all openings. Not less than 2 studs shall be installed at each wall corner. Block between corner studs and nail along full height of stud with 16d nails at least at 24" on center. F. At headers for rough openings less than 6 feet wide, provide a single jack stud below each header nailed to a single full height stud. Toenail header at each end on each side to studs with 1 - 16d nail per 2"normal depth of header. G. At headers for rough openings.6 feet wide and wider, provide double jack studs below each header nailed to double full height:studs. Toenail header at.each end on each side to studs with 1 - 16d nail per 2"normal depth of header. H. Provide 2 x solid blocking of mid height of all wood un-sheathed stud bearing walls. Provide continuous horizontal fire blocking at ceiling intersections or unless otherwise specified on the structural drawings.' I. Provide a continuous sole plate at the bottom of all stud walls. Sole plates adjacent to concrete or masonry shall conform to requirements of this section for treated wood. Interior non- bearing walls may be shot with powder driven pins instead of bent shank anchors. Toenail each stud to sole plate with at least 4 -8d nails or end nail with at least 2 16d nails. Face nail upper floor sole plates to joist or blocking below plywood with at least 16d at 16" on center. Provide sill seal insulation under sole plate. J. Provide a continuous triple plate at the top of all bearing wall studs. End joint in plates shall be offset;at least 48 inches. Corner joint in top plates shall be lapped'and faced nailed with at least 2 - 16d nails. End nail top plate to each stud with at least 2 - 16d nails. Face nail top. plates with 16d nails at least at 16 on center. K.Where openings are cut through plates, install 16 gauge steel Simpson Strong-Tie Nail Stoppers (NS) or equal on each plate cut extending past the edge of the cut. Fully nail plates with 8d nails. Section 1526_061000 rough carpentry&sheathing.doc Page 7'of 9 Hyannis Harbor Hotel Project Specification Hyannis, MA PROCON Pro, Jul 20 2015 y , CONNECT CREATE CONSTRUCT y , Project#301526 Issued for Foundation Permit ARCHITECTURE L. Provide wood framed shearwalls as per plan. Refer to shearwall schedule for connections and sheathing. Coordinate required compression post locations with tension members required by design. M. Joists shall be installed'as per the manufacturer's requirements. N. Bored holes required in solid 2 X joists shall be limited.to.1/5 the joist depth and shall be no closer than2" from the top or bottom of the joist or no closer than 24" from a support. All holes require approval by Structural Engineer. O. Provide metal joist hangers at 2x4 trusses framed into wood beams. Nail to header with at least 8 = 160.nails and to floor truss with at least 6 - 16d nails, or as per manufacturers recommendation if other than hanger is used. Unless otherwise indicated, use joist hangers as manufactured by USP for flush type joist connections to supporting beams. P. Toenail truss to top plate,with at least 4 - 8d.nails. Q. Conventional framing forming roof valleys built above roof trusses shall be constructed with prefabricated truss valley members of 24" on center. R. Rafters shall be framed directly opposite each other at the ridge. End nail each rafter to ridge with at least 2 16d nails: S. At framing around openings, trimmer and header joists shall be doubled for space greater than 4 feet, unless noted otherwise: T. Wood'bridging at floor trusses shall not continue through guestroom separation partitions,. shear walls,nor other rated assemblies. 12 Sheathing and Flooring: A. Place sloped roof sheathing with 1/8"joint spaces between sheets and with joints staggered. Sheathing grain shall be perpendicular to framing. Secure sheets over firm bearing. Provide sheathing clips (referred to as H clips or PSC clips) at unsupported panel roof edges, spaced one between each support.. Provide edge blocking at all roof openings. Nail to framing member at-plywood edges at 6" on center and at intermediate supports at 6" on center. Nail with at least 8d common nails.. Additional nails at edges of roof shall be in accordance with section 01025 Code Review, for all applicable code requirements. B Place.tongue and groove.floor sheathing and flat roof sheathing with 1/8"joint spaces between sheets and with end joints staggered. Panel grain shall be perpendicular to framing. Secure sheets over firm bearing. Provide edge blocking of all.floor openings. Glue and nail to framing members at panel:edges at 6" on center and of intermediate supports of 10" on center. Nail with at least 8d ring or screw shank nails. 3.3 Tolerances: A.. .Framing members:shall be installed 1/4" from true position, maximum. Square ends cuts shall be within 1/16' per foot of depth and width.'End surfaces shall'be cut as to provide contract over substantially the entire surface. Lengths of framing members shall be 1/16' +up to 20 feet in length and 1/16' per 20 feet of specified length fori members over 20 feet in length. B. Maintain sheathing surface flatness of maximum.1/8 inch in 10.feet or more. 3.4 : Air Barrier: A. Install air barrier over exterior wall sheathing to comply with manufacturer's written instructions. Refer to Section 07 27 26.. B. Tape all joints with manufacturer approved air barrier tape. C. Cover all upstanding flashing.with air infiltration barrier to overlap a min. of 4". Section 1526 061000 rough:carpentry&sheathing.doc Page 8'of 9 Hyannis Harbor Hotel9 Project Specification ti Hyannis, MA PROCON Pro' July 20 2015 y CONNECT•CREATE. CONSTRUCT y , Project#301526 Issued for Foundation Permit ARCHITECTURE 3.5. Nailing minimums to meet 2009 IBC, Table 2304.9.1: END OF SECTION e Section 1526_061000 rough carpentry&sheathing.doc Page 9 of 9 Hyannis Harbor Hotel Project Specification Hyannis, MA � PROCON , June 19, 2015 Y , CONNFCT•CREATE•CONSTRUCT Project#301526 ' Issued for GMP Pricing ARCHITECTURE SECTION 07 10 00 DAMP-PROOFING AND WATERPROOFING PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Damp-proofing at below grade foundation walls. B. Vapor Barrier Under Slab-on-Grade C. Self-Adhering Waterproofing Membrane for Elevator pit walls and floor(under footing).: D. Waterstop between foundations and footings at elevator pit. F. Section 0135 20 LEED/Environmental Requirements. G. Section 0156 50 Construction Waste Management Program. H. Refer to section 07 20 00`Building Insulation"for perimeter,foundation insulation. I.. . . Refer to section 07 27 26"Fluid-Applied Air Barriers"for coordination and transitions between materials. 1.2 QUALITY ASSURANCE A. General: Provide waterproofing that prevents the passage of liquid water under hydrostatic pressure and complies with requirements as demonstrated by testing performed by an independent testing agency of manufacturer's current sheet membrane. 1.3 SUBMITTALS A: Product Data: For-each type of product indicated. B. LEED Submittal: .1. For dampproofing, including printed statement of:VOC content. ' PART 2 PRODUCTS 2.L FIBERED EMULSION DAMP-PROOFING A. Manufacturers: :Fibered Emulsion Dampproofing: ' 1. KARNAK; 330 CENTRAL AVENUE,CLARK,NJ 07066, 732-388-0300 . 800-526-4236 •FAX: 732-388-9422 WEB: http://www.kamak.corp.com 2. Substitutions: Or approved equivalent.' B. PRODUCTS: 1. Fibered Emusion Dampproofing; KARNAK 220AF a. ASTM D-1227 Type II Class I;ASTM D-1187 Type land Type II C. PHYSICAL PROPERTIES: 1. Weight per Gallon: 9.2 2. Solids by Weight(52%-54%)Nominal 3. Solids by Volume(49%-51%)Nominal 4. Color: Black Section 1526_071000 damproofmg_waterproofing.doc Page 1 of 6 l Hyannis Harbor Hotel Project Specification y PR000 N p Hyannis, MA June 19� 2015 CONNECT CREVE•CONSTRUCT Project#301526 Issued for GMP Pricing ARCHITECTURE 5. Permeance: 0.5 metric perms 6 Cure Time: 24 to 48 hours-@ 77°F and 50%Relative Humidity 12. UNDER-SLAB-ON-GRADE VAPOR BARRIER/RETARDER A. Under Slab Vapor Barrier/Retarder: 1. Plastic Vapor Barrier: ASTM E1745,Class.A,with permeance of less than 0.010 perms per ASTM F 1249 of ASTM E 96. Provide in lengths and widths required for least number of seams. Manufacturers: . "Stego Wrap(15 mil)Vapor Retarder' Stego Industries, LLC "Perminator(15 mil)Underslab Vapor Barrier"; W:R. Meadows, Inc. "Griffoyln(15 mil) Griffiolyn a Division of Reef Industries) "Moistop Ultra(15 mil)"; Fortifiber Corporation "Viper VaporCheck(15 mil)"; Insulation Solutions, Inc. 2.3.: SELF-ADHERING WATERPROOFING MEMBRANE: A. Carlisle Miraply-H Horizontal grade Self-Adhering Blindside Waterproofing Membrane (55 mil) shall be applied to underside of elevator pit and sump pit footings and turned up to top of footings. B. Carlisle CCW MiraDRI 860/861 Self-Adhering Waterproofing Membrane shall be applied to elevator pit walls and turned over,top of footing and lapped over Miraply, waterporrofing down to bottom of footing. C: Apply appropriate CCW Primer for:all:applications and include all manufacturer's accessories and tapes as required by manufacturer's installation manuals. 2.4 SELF ADHEARING MEMBRANE FLASHING A. Manufacturers 1. Grace Construction Products Vycor Butyl based Self-Adhered Flashing—,Vycor Plus 2. Substitutions: a: . DuPontTM Tyvek FlexWrapTM and/or StraightFlashim b. No other acceptable substitutions B. Miscellaneous Materials: 1. Primer: use primer on all OSB,plywood and concrete surfaces. For Vycor:'"Perm-A-Barrier WB Primer"at 250 to 300 SF/gal. For Tyvek: as recommended by the manufacturer. Allow to dry completely. C. Cautions 1 Apply to clean,dry,primed surfaces at 25°F or higher. 2. Vycor surface is slippery and is not intended for use on roofs. 3. Check compatibility with adjacent materials before application. 4. Do not leave exposed for more than 30 days: 5. Fold corners wherever practical. 2.5 WATERSTOP Section 1526 071000 damproofing_waterproofing.doc Page 2 of 6 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE A. Durajoint split dumbbell type DB-300 at concrete wall construction joint,dumbbell type DB-3 at concrete wall control joint typical. PART 3 -INSTALLATION 3.1. EXAMINATION A. Examine substrates, areas,and conditions under which waterproofing systems will be applied, with Installer present,for compliance with requirements. Do not proceed with.installation until unsatisfactory conditions have been corrected. B. Do not proceed with installation until after minimum concrete,curing period recommended by waterproofing manufacturer. C. Verify substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D4263. D. Inspect concrete and concrete masonry surfaces for: Contamination: Algae, chalkiness, dirt, dust, efflorescence,form oil, fungus, grease,mildew or : other foreign substances. Surface absorption and chalkiness. Cracks: Measure crack width and record location of cracks. Damage and deterioration. Moisture content and moisture damage: Use a moisture meter to determine.if the surface is dry enough to receive the air and moisture barrier and record any areas of moisture damage or excess moisture. Compliance with specification tolerances: Record areas that are out of tolerance(greater than 1/4 inch in 8-0 feet deviation in plane). Notify Construction Manager in writing of anticipated problems using waterproofing over substrate. 3.2. INSTALLATION—GENERAL A. Comply with manufacturer's written installation recommendations,including preparation of substrate surfaces,detail coatings of joints and planar:changes in substrate, and priming of substrates. B: Provide separation:between waterproofing membrane and non-compatible substrates and materials in accordance with manufacturer's published instructions. Mix separately packaged components in accordance with manufacturer's written recommendation. 3.3. INSTALLATION—FIBERED EMULSION DAMPPROOFING A. Surface should be free of oil, grease, dirt, laitance and loose material. Dry surfaces may be dampened.with water before application-Repair all cracks and holes with Fibered Emulsion_ Dampproofing and Fiberglass Membrane or Asphalt Saturated Cotton Fabric,before_applying the surface coating: B. Apply dampproofing from'top of foundation wall to a minimum of 24"below finish floor elevation. C. Install flashings and corner protection stripping at internal and external corners, changes in plane,. ' construction joints, cracks, and where shown as "reinforced," by embedding an 12-inch wide strip of asphalt-coated glass fabric in a heavy coat of dampproofing. Dampproofing coat for embedding fabric is in addition to other coats required. Section 1526_071000 damproofing_waterproofing.doc Page 3 of 6 - Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA JuneCREATE•CONSTRUCT June 19, 2015 Project#301526 _ Issued for.GMP Pricing ARCHITECTURE D. Fibered Emulsion Dampproofing is'easily applied by brush, roller or spray equipment. Apply Fibered Emulsion Dampproofing in one coat.:If applying two coats, allow the first coat to dry. Coating should be continuous and free of pinholes and holidays. Cover all slots, joints and grooves and apply into all chases and. corners. E. Below-grade dampproofing(interior, exterior and cavity walls): Apply one coat of Fibered Emulsion Dampproofing at a rate of 4 to 6 gallons.per 100 sq. ft. If applying two coats, each coat should be 2 to 3 gallons per 100 sq. ft. (First coat must be allowed to dry prior to the application of the second coat.) F. Fabric re-enforced dampproofing: Apply one.coat of Fibered Emulsion Dampproofing at a rate of 2 to 3 gallons per 100 sq.ft:.Apply Fiber Glass Membrane or Asphalt Saturated Cotton Fabric -over the wet coating,:overlapping all edges. Smooth out all wrinkles,making sure there is no trapped air underneath the fabric. Proceed with second coat at a rate of 2 to 3 gallons per 100 sq. ft; 3.3. INSTALLATION --UNDER-SLAB-ON-GRADE VAPOR RETARDER A. General: Extend vapor and moisture barriers.to extremities of areas to be protected from vapor transmission. Extend vapor and hioisture.barrie.rs to cover miscellaneous.voids in insulated substrates,including those which have been stuffed with loose fiber-type.insulation. B. Seal joints caused by pipes,conduits; electricalboxes,and similar items penetrating vapor Barriers with vapor-Barrier tape.of type recommended by vapor Barrier manufacturer to create an air-tight seal between penetrating objects.and vapor Barrier. C. Repair any tears or punctures:in vapor and moisture barriers immediately before concealment by other work, Cover with vapor-Barrier tape or another layer of vapor Barrier.. D. Extend under slab vapor barrier,up the interior face of foundation wall and lap onto the top of . foundation wall and tape with vapor barrier tape to face of foundation wall prior to the installation of the air barrier. E. Refer to Section 07 20 00 for installation of perimeter foundation insulation. 3:4 APPLICATION OF SELF-ADHERING WATERPROOFING MEMBRANE r A. Install self-adhering waterproofing membrane system in strict accordance with manufacturer's instructions as applicable to Project conditions and as indicated by authorized manufacturer's representative. B. Protect adjacent work areas and finish surfaces from damage or.contamination from waterproofing products during installation.operations: C. .Soil Substrates: .Site conditions allowing,Miraply applications do not require a mud-working slab.. Grade substrates should consist of well-leveled soils without voids and debris, and compacted to a minimum of 85%Modified Proctor density for uniform support and.containment of waterproofing sheets. If substrate consists of gravel or crushed stone,place a high-strength geotextile layer over the aggregate and then provide several inches of compacted soil or sand for uniform support and containment of waterproofing sheets. D. Concrete Substrates: Concrete.to receive.waterproofing shall be of sound structural grade with a smooth finish, free of debris;oil, grease; laitenance;dirt, dust; or other foreign matter which will impair the performance of the waterproofing and drainage system and which do not comply with manufacturer's warranty requirements. E.: All expansion joints should be cleaned,primed, fitted with a proper compression seal product and caulked with polyurethane sealant or applicable expansion joint assembly product manufactured Section 1526_071000 damproofing_waterproofing.doc Page 4 of 6 Hyannis Harbor Hotel PROCON Project Specification Hyannis, MA CONNECT•CREATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE by others. Expansion j oint material manufacturer is responsible for watertightness of the expansion joint material. F. Manufacturer compatible waterstop shall be installed per manufacturer's guidelines, in all applicable vertical and horizontal concrete construction cold pour joints and around applicable penetrations: 3.5 DRAINAGE COURSE&BACKFILLING A. Protect the CCW MiraDRI 860/861 membrane with the appropriate CCW MiraDRAIN drainage composite; CCW 200V/300HV Protection.Course or CCW Protection Board V. Install prefabricated drainage system to manufacturer's specifications. B. Do not place gravel or stone drainage indirect contact with MiraDRI. Provide compactable backfill,free of debris or gravel larger than 1-1/2" (3.75 cm). Backf ll should consist of soils compacted to 85%Modified Proctor density. Gravel or crushed stone are not acceptable as backfill material. Place backfill and compact immediately after waterproofing installation. 3.6 INSULATION INSTALLATION A. Install one or more layers of board insulation to achieve required thickness over waterproofed surfaces. Cut and fit to within 3/4 inch of projections and penetrations. B. On vertical surfaces, set insulation units in adhesive or tape applied according to manufacturer's written instructions. C. On horizontal . surfaces;. loosely lay insulation units according to manufacturer's written instructions. Stagger end joints and tightly abut insulation units. END OF SECTION Section 1526_071000 damproofing_waterproofing.doc Page 5 of 6 Hyannis Harbor Hotel Project Specification PROCON v Hyannis, MA. CONNECT•CRGATE•CONSTRUCT June 19, 2015 Project#301526 Issued for GMP Pricing ARCHITECTURE a THIS PAGE LEFT BLANK INTENTIONALLY Section 1526_071000 damproofing_waterproofing.doc Page 6 of 6 ti Hyannis Harbor Hotel OPROCON Project Specification Hyannis,MA CONNECT•CREATE•CONSTRUCT June 19,2015 Project#301526 Issued for GMP Pricing ARCHITECTURE APPENDIX A Geotechnical Investigation Report Briggs.Engineering & Testing 100 Weymouth Street, Unit B1 Rockland,.MA 02370 781.871.6040 April 18, 2015 20.pages attached - Section 1526_appendix_a.doc Page 1 of 20 l gineerin April 18, 2015 Briggs Project No. 28140 Harborview Hotel Investors, LLC c/o Mr. Doug Cohen 28 Jacome Way Middletown, RI 02842 RE: Geotechnical lnvestigation Report Proposed Hotel Building at 213 Ocean Street, Hyannis, MA In accordance with..your authorization of Proposal No. MA . 02.1492.0 on March 23, 2015, Briggs Engineering &Testing, A Division of PK Associates (Briggs) has completed our,investigation of the subsurface conditions at the above referenced location and completed this Geotechnical Report. 1.0 Project Description and Location The proposed project consists of building four-story hotel building at the subject site. The proposed building site is an asphalt paved parking lot located southwest of the existing Hyannis Harbor Hotel; main building. The intersection of Ocean Street and Nantucket Street is located about 200 feet southeast of the center of the proposed building. The proposed building is located about 50 feet southwest of the south wing of the existing U-shaped hotel building: The proposed.buildings will be slab on grade construction with slab roughly.2 feet above existing asphalt grade. Slab grade is set at elev. 12 ft. The adjacent existing hotel :building has a depressed first floor at about 3 feet. below site grade. The site is located about 500 feet west of Hyannis Harbor and Hy-Line ship docks. Asphalt grade at the site is about 6 feet.above mean high:tide.elevation. The site is located in the south-east part of Hyannis, a village within the Town of Barnstable, MA. The Yarmouth town line is about 0.3 mile east of the site. The Mid- Cape Highway (Route 6) is located about 3 miles north of the site. The Ocean Street and Nantucket:Street intersection is about 200 feet southeast of the proposed building area. The site is accessed via driveway to the east to Ocean Street and to the west from Bay Street. Site grades slope gently down to the'east toward Ocean Street and Hyannis Harbor. Refer to Figure 1 for existing site and proposed site features. www.briggsengine6ring.com 100 Weymouth Street, Unit B1, Rockland, MA 02370, Offices in Boston, MA and Cumberland, RI ph 781-871-6040,fax 781-871-7982 y Geotechnical Investigation for Proposed Hotel Building April 18,2015 at 213 Ocean Street, Hyannis;MA Page 2 of 12 Several utilities including electric, natural:gas, sewage disposal, storm drain lines_, telephone and.water are/were supplied to.the site and/or neighboring properties. . 2.0 Subsurface Explorations The subsurface conditions at the Site were explored under the full-time supervision of the Briggs' Geotechnical Engineers. The explorations consisted of advancing four (4) test borings and installing one groundwater observation well. Borings were completed at locations geographically spaced across the site, at or near locations provided in the RFP by others. One boring (B-3) was advanced near the center of the.former in ground swimming pool on the south-central part of the site. Refer to Figure 1 for exploration locations. The borings were advanced on April 7 and 8; 2015 by New England Boring of Brockton, MA. A truck mounted drill rig drilled all borings. Split spoon samples were collected every five feet or less as indicated on the test boring logs. Borings were accomplished via ASTM D1586, "Penetration Test and Split Barrel Sampling of Soils". Standard Penetration Tests(SPT) as noted on the attached test boring logs. Borings were drilled to depths of 26 to 46 feet Below Ground,Surface (BGS). One groundwater observation well was installed.in B-3. Soil samples were field classified by David Geisser, Geotechnical Engineer on a full- time basis using the Bermister Soil Classification System. Soil descriptions by Briggs are presented in the attached test boring.logs and summarized below. 3.0 Subsurface Conditions Soils stratigraphy consists of gravelly sand and silty sand fills over subsoil in places, underlain by undisturbed, inorganic sands, gravelly sands and silty sands. These soils are further discussed below: Gravelly Sand Fill extends from underside of existing asphalt pavement to a depth of 1.5.feet to 3 feet in all borings. The fill consists;of sands with little to some.-(10 to 3.5%) gravel and trace to`little:(up to 20%) non-plastic fines (silt). The fill in B-1 has trace (-) (less than 5%) organic content. The.GravellySand Fill is free of organic matter at other locations and depths. The gravelly sand is dark grey to brown and loose to medium dense with SPT N-Valuesl ranging from 7 to 20. Silty Sand Fill extends from underside of gravelly sand fill to a depth of 2 feet in B-2. The fill consists of sands with some (20 to 35.%) silt and trace (-) organic content. The gravelly sand is dark brown and loose with an SPT N-Values ranging from 7. Subsoil - Subsoil was encountered below the fill layers:in B-2 to 5 feet, The subsoil was absent in the,other-borings.: The subsoil consists of silty sands with some silt. The subsoif is orange brown andloose with an N Value of 5. 1 SPT N-Value is the number of blows for a 140 lb.hammer.falling freely through 30 inches,required to advance the standard split spoon sampler the last 12 inches of an 18 inch sampling:interval. Geotechnical Investigation for Proposed Hotel Building April 18, 2015 at 213 Ocean Street, Hyannis, MA Page 3.of 12 Loose Sand - Undisturbed loose sands were encountered below the fill in B-4 to about 7 feet depth. This layer is fine to coarse sand with trace silt and is orange brown and horizontally stratified with SPT N-Value of 4. Alluvial Deposits -Undisturbed silty sands, gravelly sands and sands were encountered directly below the fill and subsoil layers extending to the bottom of each test boring. These deposits are mostly sands with trace to some gravel and trace to . some silt. These granular soils are generally light brown to brown and horizontally stratified and loose toy dense with SPT N-Values ranging from 8 to 34. Refusal — Refusal was encountered.in B-8 at 26 feet depth. 3.1 Groundwater Test borings were advanced using drive and washed casing techniques. This involves injecting water through, the casing to maintain a water level inside the casing above the actual water elevation, believed to be about 8 feet BGS at time of borings based on adjacent harbor. As a result, the water in the test boring holes is higher than the actual water table upon removing casing and water depth readings are not accurate until water levels stabilize after several hours. In order to collect accurate water depth readings, a groundwater observation well was installed at B-3 to 20 feet depth. Groundwater readings were measured in the well starting at 11:30 A.M. This corresponds to 2 hours after removing casing from well. Groundwater depths were as follows: Time - Date Elapsed Time Water Depth (ft)' 11:30 4/8 2 hrs 16.5 12:00 4/8 . 2.5 hrs 16.0 12:30 4/8 3 hrs. 15.5 11:30 AM (High Tide) 4/17 9 days 5.7 Waterdepths were taken by inserting a tape measure with hollow "plunker" device into the plastic well: Oxidation was noted in soils at or near 8 feet depth. This may indicate historic high water for the test boring locations. Groundwater is assumed to be tidal based on the . fluctuating depths measured, moderate to high permeability of sandy soils, and proximity to the tidal influenced harbor. Groundwater levels may be:affected by local anomalous conditions such as underground Utilities or confining silty or clayey soils as well as seasonal factors and thus may not represent the level to be encountered in the future. Generally,:. groundwater levels are highest in the spring, at high tides and storm surge events and lowest in the late fall. The borings were conducted in April, when water levels are typically moderate to high. II Geotechnical Investigation for Proposed Hotel Building April 18, 2015 at 213 Ocean Street, Hyannis, MA Page 4 of 12 4.0 FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS 4.1 Foundation Design We recommend that the proposed building be supported on shallow spread footings bearing on the undisturbed inorganic alluvial soils (silty sands, gravelly sands and sands) and/or Structural Fill or Crushed Stone over the undisturbed granular subgrade. Conventional footings would consist of continuous wall and spread footings. Soil bearing capacity increases with footing.depth and with footing width. Some footing size options are considered below: Strip footings at 4 feet depth and 3 feet width should be sized for an allowable bearing capacity of 2000 pounds per square foot;(psf). Strip footings at 4 feet depth and 5 feet width can be designed for 2300 psf bearing pressure. Increasing the footing burial depth to 5 feet will increase allowable capacity to 2400 tsf for 3.foot wide footing and 2700 psf for 5 feet wide footing. The allowable bearing capacity is for all combinations of live and dead loads with a 33 percent increase allowed for seismic and wind loadings. Interior footings should also be buried 4 to 5 feet to achieve the above allowable soil bearing pressures. If the interior footings are installed at about 2 feet below slab grade (1 foot below current asphalt grade) then allowable soil bearing pressure for a 5 foot wide footing would be 1500 psf. Briggs can provide allowable soil,bearing pressures for intermediate.footing widths of other footing depths, if warranted._ Strip footings should be.at least 24 inches wide and.isolated column footings should be a minimum of 36.inches. The bottom of ail exterior wall or column footings should be a minimum of 4.0 feet below finished grade to provide adequate protection against frost heave action:.The 4-foot frost depth would also apply to foundations in un---heated interior areas, if any. All footings should be.installed at relatively consistent depths. Footings should not extend deeper than aline drawn from adjacent footings,at a 21-11:1V slope extending down from the higher footing: Total settlement due to the compression of the bearing soils should .be less than 1 inch _ and the total differential settlement should be less than 1/2 inch and should pose no significant structural problems. Stepped Footings The;building will be slab on grade construction with relatively consistent footing depths except at the proposed elevator pit extending'4 feet below slab grade. Elevator pit footings would,typically,be about 4 to 6 feet deeper than adjacent interior and exterior footings for a 4 feet pit. ,4. Geotechnical Investigation for Proposed Hotel Building April 18,2015 at 213 Ocean Street, Hyannis,'MA Page 5 of'12 Stepped footings should be used for any foundation transitions from elevator pit footings to adjacent column and wall footings_. Footing steps should be no steeper than 1 vertical to 2 horizontal. 4.2. Seismic Design The undisturbed alluvial sandy subgrade.and compacted Structural Fill or Crushed Stone are not susceptible to liquefaction during the postulated seismic event.given their gradation, depth to groundwater and relative densities within the depths explored. Soil relative density is generally increasing with depth to the maximum explored depth of 46 feet. Also, some of the alluvial deposits encountered to the depths explored are silty sands with.gradation not susceptible to liquefaction. This evaluation is in accordance with:the International Building Code, 8th.Edition with Massachusetts State Amendments. Tabulated spectral response acceleration coefficients,Ss and S, are listed as 0.20 and 0054 for projects in Barnstable, MA Site soils are Seismic Site Class D for the proposed building location.- 4.3 Excavation, Proof Rolling and_,Subgrade Protection As stated above, all foundations must bear on the undisturbed alluvial sandy deposits. The upper layers of fill, subsoil and loose sands should be removed and separated into piles of gravelly fill, subsoil and loose sands for possible reuse as discussed in Section 4.6. These excavations will extend to about 3 feet at B-1 and B-3, 5 feet at B-2 and B-4. Proof Rolling The entire subgrade should be covered with 6 inches of 3/ inch minus crushed stone :and be proof rolled in presence of Geotechnical Engineer to densify local pockets of loose sands and confirm that the subgrade is firm and stable. Future slab areas should . alsoi be proof rolled on the surface of the pavement base gravelly sand fill after removing asphalt. Proof rolling should be done by a vibratory roller weighing at least 7 tons in the entire building area prior to digging footing trenches. Any soft, spongy or unstable areas :should be excavated and investigated to determine of soft:clayey, organic or other unsuitable soils or materials exist. Once the building slab area is proof rolled, the footing excavations should commence and all footing bearing surfaces should be covered with a minimum 6 inches thickness of 3/ inch minus crushed stone then be proof rolled. Sumps may be required to dewater from the crushed stone layer prior to and.during proof rolling effort: Proof rolling should be accomplished by making 10 or:more passes with the above vibratory equipment. All proof:rolling should be_witnessed:by a.Geotechnical Engineer or their designee. r "' • Geotechnical Investigation for Proposed Hotel Building April 18, 2015 at 213 Ocean Street, Hyannis, MA Page&of 12 Slab Areas Proposed slabs can rest on the existing fills and alluvial deposits. Minor organic content was encountered in borings B-1 and B-2 to depths of 2 to 3 feet. Footing excavations should be closely monitored to determine if these marginally organic soils become thicker and/or have greater percent organic content. In that case, these more organic soils or thicker deposits of slightly organic soils should be excavated from the proposed slab areas as well as all footing areas. Several utilities including electric, natural gas; sewage disposal, storm drain lines, telephone and water extend across the site and along the sides of municipal roads and may be encountered in proposed excavations. Care should be taken to maintain these utilities and not damage them until after they are.relocated or rerouted. Temporary support of utilities is sometimes required if unsuitable soils are found to extend under utilities in areas of future structural areas such as,pavements, foundations or slabs. The undisturbed alluvial sand subgrade is moisture sensitive at some depths and locations where soils have 15% or more silt. The subgrade may become disturbed by rainfall and construction traffic. If the subgrade becomes wet, it should be allowed to dry or be excavated to moist or dry subgrade prior to placing footings or fills. Backfill .over excavated wet silty sands should be a six-inch thick layer of 3/ inch minus crushed stone wrapped by Mirafi 140N filter fabric or equivalent. Subsequent fills over the crushed stone can be Structural Fill and/or Granular Fill as discussed in Section 4.6. Unsupported excavations should slope up from the bottom of excavation in compliance with OSHA guidelines/standards. If excavation to proposed foundation grades extend deeper than 4 feet, then these excavations should slope away.from the excavation areas. If the Contractor chooses to use trench boxes or other lateral earth support measures, then these.lateral earth support systems must be designed to support soils based on the relative densities and groundwater conditions noted in this report. Excavation subgrade should be witnessed by a Geotechnical Engineer to confirm that organic, loose or fill soils do not exist at proposed footing areas or other structural - elements. The Geotechnical Engineer would also determine if the bearing subgrade: relative density is consistent with the test boring data and has not become disturbed.by excavation, water movement or'dewatering activities. Excavation effort should be moderate to reach the undisturbed granular subgrade. Boulders and cobbles may be encountered in soils within the proposed excavation zone. An excavator would typically be used to remove soil, cobbles and boulders in proposed foundation areas. 44 Water Control Water control will not likely be a major concern for the proposed excavations. The anticipated excavation depths will be 3 to 5 feet below ground surface (BGS) for removal of unsuitable organic and loose soils under footings. Anticipated footing and I Geotechnical Investigation for Proposed Hotel Building April 18,2015 at 213 Ocean Street, Hyannis, MA Page 7 of'12 elevator pit excavations will be in the order of 2 to 6 feet BGS. Groundwater was encountered at 5.7 feet depth BGS at high tide, therefore excavations and footing formwork may be at or above groundwater during foundation installation for the elevator pit area. Otherwise, the excavations to reach suitable bearing subgrade for wall and spread footings will approach high tide groundwater and should be excavate and backfilled to proposed footing grade during low to mid-tide hours. Footings at 4 feet depth or:shallower.can be formed and concrete placed and not be impacted by tidal groundwater. .The elevator pit and footings however may be at or below observed high tide groundwater. If the pit sump and/or slab are at or below highest observed groundwater, then the pit and sump hole, if any should be protected from groundwater by installing a mud slab and water-proofing membrane extending across the base of slab and sump and up the sides of foundations to 3 feet above highest observed groundwater elevation. The well at B-3 should be periodically monitored at and within 2 hours after high tide and after storm events to establish a design high water elevation. Also, groundwater infiltration elevations should.be monitored and recorded during the elevator pit installation. This data should be reviewed by the Civil Engineer in order to complete the waterproofing design. A.perimeter drain is not warranted except if any slabs extend below existing asphalt grade. This would apply to the elevator pit area. If a waterproof membrane is installed, then a perimeter drain is not warranted. If no waterproofing is to be installed, then the elevator pit will require a perimeter drain. A perimeter drain; if required should consist of slotted plastic pipe with holes facing down. The pipe should be laid level or slightly pitched to the discharge location. The perimeter drain should have its highest elevation at bottom of the lowest slab elevation .(possibly sump pit slab below elevator pit). The perimeter drain should not undermine newly placed footings. Therefore the drain should be laid in advance of the footing if it is designed at an elevation lower than the footings and slabs and is within the stress zone of these foundations. Perimeter drain pipes should be at least 4 inches in diameter and should rest on a 6- inch thick layer of 3/-inch minus crushed stone extending at least 3 feet wide and placed upon Mirafi 140N filter fabric, or equivalent. The pipe should be covered with crushed stone to at least 6 inches above the top of pipe with the filter fabric wrapped up both sides of the trench and over the top of the crushed stone fill, completely wrapping the pipe and crushed stone. The drain should be designed by the Civil Engineer. Discharge options may include onsite storm-water disposal systems or municipal storm drain. Briggs has not researched this issue as part of this Geotechnical Investigation. Discharge should be in accordance.with local, state and federal regulations.. If mechanical pumps are used to lift water from the perimeter drain to a discharge pipe or location, a back-up generator and periodic maintenance.and inspection of the pump and I ^' Geotechnical Investigation for Proposed Hotel Building April 18, 2015 at 213,Ocean Street, Hyannis, MA Page 8 of 12 components would be necessary to insure that the pump does not fail during a power outage or for any other reason. The remainder of the fill required to fill excavated areas under the proposed,slab should be site Granular Fill except for the final 6-inches that should be Structural Fill. A 12-inch minimum thick layer of Structural Fill is recommended beneath exterior slabs and pavements. All backfilling must be placed "in the dry after water is pumped to at least 6 inches below the base of excavations. Granular Fill and Structural Fill must be adequately compacted as discussed in Section 4.6 prior to placing additional fill. Subgrade at slab on grade and footing areas'should also be protected by placing and compacting backflis as soon as.possible.,so that any silty subgrade soils do not become disturbed by rainfall or construction traffic. If subgrades become wet, all standing water must be pumped off the subgrade and the initial lift of fill should be Structural Fill except where perimeter drains are proposed and the initial lift would be crushed stone. Silty sand subgrades that become wet.by rain`should,not be traveled on or they may become disturbed. Disturbed silty sands should be excavated and be replaced by compacted lifts of crushed stone wrapped by filter fabric in proposed structural areas. Perched water movement laterally across the proposed excavations might occur.during and after rain event. This perched water may accumulate in excavations and require removal by sump pumping. Also, surface drainage should be directed away from excavations during construction so that the bearing surfaces. do not become softened by water flow or puddling... Rapid water movement can also scour soils and undermine foundations, therefore surface water protection such as earth berms,should be constructed. This can be accomplished with proper grading or construction of small.dikes at the edge of the excavation. Damp-proofing of all below grade foundations is recommended due to moderate permeability of site soils. The damp-proofing should reduce but not eliminate moisture infiltration through slabs and foundation walls. Vertical drainage board can be installed against the outside face of buried foundation walls to improve drainage to the perimeter drains, if installed. This will typically:reduce moisture in below grade space. Vapor barrier or retarder should be installed under all slab areas if specified by the.Architect. Briggs does not provide any warrantee against moisture infiltration or mildew or bacterial growth in the basement space if the:lower slab is near or below groundwater. 4.5 Proposed Slabs A minimum.6-inch thick layer of Structural Fill is recommended immediately beneath all' proposed slabs. Any slabs near existing ground surface would require removal of all organic soils such as topsoil, subsoil or sandy fill with greater than 1% organic content down to the undisturbed, inorganic medium dense or denser silty sands,gravelly sands or/or sands. Exterior slabs, if any should bear on at least 12 inches thickness of Geotechnical Investigation for Proposed Hotel Building April 18,2015 at 213 Ocean Street, Hyannis, MA Page 9 of 12 Structural Fill The organic soils with greater than 1% organic content must be also removed from proposed pavement and other structural.areas such as transformer pads, etc. Backfill above footing grade to the base of the Structural Fill slab base-course can be Granular Fill as referenced in Section 4.6.. The final 6 inches under interior slabs and 12-inches under exterior slabs and pavements should be Structural Fill: A.modulus of vertical subgrade reaction of 120 pound per cubic inch (pci) would apply to slabs resting on compacted Structural Fill over the medium to dense undisturbed granular subgrade. Proposed slab on grade slabs will be about 8 feet or more above observed groundwater. The proposed slab on grade does not need to be designed to withstand hydrostatic uplift pressure. The elevator pit and sump hole may require thickening to account for vertical hydrostatic uplift pressure. Once, design water elevation is established, the slabs at or below.that elevation should be designed to counteract uplift. A factor of safety of 1.5 should be used for this design by the Structural Engineer. .4.6 Backfill and Compaction Foundations should be supported on undisturbed silty:sands or sands. If fill is required to reach footing grades, due to over-excavation of fill or organic soils, then the resulting void should be filled with Crushed Stone then Structural Fill. The Crushed Stone and Structural Fill must be placed within the proposed footing stress zones extending down from proposed footings to the limits of the foundation excavations. The foundation stress zone is the volume of soil extending down and out from.all sides of the footing at a 45-degree angle. .Footing and slab subgrades should be proof rolled as.discussed previously in Section .4.3 of this report. Crushed stone should be placed upon wet subgrades after removing soft, muddy; disturbed soils and dewatering. A six to 12 inch thick lift should provide a stable bearing surface and allow future dewatering. Fill.above.the initial layer of crushed stone can be Structural Fill: Backfill above footing grade to the underside of slab base fill can be.Granular Fill. Slab and pavement base-course fill should be Structural Fill. Gradation recommendations for Granular and Structural Fills are listed later in this section of the report. Excavated silty sands and sands should be segregated from topsoil and subsoil and can be reused as Granular Fill based on the soil gradation encountered in the borings. Should silty areas. with greater than 30% fines be encountered; these areas should be segregated as they might not be suitable as Granular Fill. .These silty soils should be segregated and used in landscape areas or disposed. Otherwise, the site silty sands can be used as Granular Fill provided these inorganic soils can be compacted to 951/6 of. T ~' Geotechnical Investigation for Proposed Hotel Building April 18, 2015 at 213.Ocean Street, Hyannis, MA Page 10 of 12 their maximum dry 9 unit weight. This material is moisture sensitive and will be very difficult or impossible to adequately compact if it becomes.wet by rain or is excavated below the water table. Wet silty sands should be segregated from dry silty sands so that the dry materials might be re-useable as compacted Granular Fill. Crushed stone should be used for proposed drainage conduits including perimeter drains around proposed basement area footings, if any. Structural Fill should also be used as backfill against the exterior side of foundation walls extending out 3 feet from the foundation walls and vertically down to the bottom of footing elevation or.perimeter drain, if installed. Another option would be a foundation drainage curtain. The drainage board "curtain" would be attached to the exterior face of foundation wall to.the bottom of footing grade. The curtain consists of drainage channels usually in a high density plastic that allow water to flow down to a collecting and disposal perimeter drain at footing grade. The channels are separated from backfill soils by a filter fabric material. The use of an approved drainage board can eliminate the need for imported Structural Fill outside the basement walls and will also increase reuse of site silty sands as backfill in this zone. If the drainage board is used and site fill is to be placed against the drainage board, the backfill gradation must meet the minimum permeability if any, identified in the drainage board manufacturers specifications. Within the areas excavated for footings, walls, and other limited areas where large compaction equipment cannot work, we recommend that the fill be placed in loose lifts no more than six inches in thickness and be compacted with small hand manipulated machines such as pneumatic compactors, vibratory compactors, etc. In areas where large vibratory compactors such as a Raygo 400A.or equivalent can be used, we recommend that the loose lift thickness not exceed 12 inches. All backfill placed in load bearing areas including under non-Structural.Slabs and under footings should be compacted to a minimum of 95% of the maximum dry density as determined by the test designated modified ASTM D1557 .. If initial lifts of Granular or Structural Fill do not reach required_95% compaction due to excess moisture, the initial lift may need to be replaced with a minimum six-inch lift of crushed stone and the subgrade may need to be dewatered by installing sump holes at several locations to lower perched water or groundwater at least two feet below the top of subgrade elevation. Sumps should be lined with filter fabric before placing crushed stone or sump pumps. The crushed stone requires compaction by making at least three passes per six-inch thick lift by a vibratory plate compactor or vibratory roller with minimum static weight of 200 pounds. No compaction testing will be necessary for the crushed stone fills: Crushed stone fills thicker than 12 inches should be placed in one-foot lifts and be monitored by a Technician or Geotechnical Engineer. Crushed stone should have the following gradation: Geotechnical Investigation for Proposed Hotel Building April 18,2015 at 213 Ocean Street, Hyannis, MA Page 11 of 12 CRUSHED STONE Percent Passing U.S. Sieve Size & Number Maximum Minimum 1 inch --- 100 3/4 inch 100 90 1/2 inch 50 10 3/8 inch- 20 0 No..4 5 0 Structural Fill should consist of well-graded natural sands and gravel or crushed concrete. Structural Fill should be free from excessive plastic fines, organic matter and deleterious material, and should have the following gradation: II RECOMMENDED STRUCTURAL FILL GRADATION Percent Passing U.S. Sieve Size & Number Maximum Minimum 2/3 lift thickness 100 100 1 inch 100 60 No. 4 85 25 No. 20 .: 60 10 No. 50 35 4 No. 200 10* 0 Backfill within three feet laterally of earth retaining walls or basement walls above perimeter drains, if any shall have.8% or less material passing the #200 sieve unless drainage board is used. Granular Fill under proposed building space should be free of appreciable asphalt content as this can off-gas into occupied space causing possible health concerns. Granular Fill should consist of well graded natural sands and gravel free from excessive plastic fines, organic matter and.deleterious material, and should have the following gradation; RECOMMENDED GRANULAR FILL GRADATION Percent Passing U.S. Sieve Size & Number Maximum Minimum 2/3 lift thickness 100 100 1 inch 100 60 No. 4 90 25 No. 200 25 0 5.0 Limitations and Exclusions All the professional opinions presented in this report are based solely on the scope of work conducted and sources referred to in our report. The data presented by Briggs in this report were collected and analyzed using generally accepted industry methods and r Geotechnical Investigation for Proposed Hotel Building April 18,2015 at 213 Ocean Street, Hyannis, MA Page.12 of 12 practices at the time the report was generated. This report represents the conditions, locations, and materials that were observed at the time.the field-work was conducted. No inferences regarding other conditions, locations, or materials, at a later or earlier time may be made based on the contents of the report. No other warranty, express or implied is made. This report was prepared for the sole use of our client. The.use of this report by anyone other than our client or Briggs is strictly prohibited without the express prior written consent of Briggs. Portions of the report may not be used independently of the entire report. The above recommendations and conclusions are based on our evaluation of the obtained data presented in the text. We would welcome the opportunity to monitor the pertinent phases of the foundation construction; thus, if differences are found between the field conditions described herein and those encountered during construction,we can modify our recommendations in a timely and professional manner. Thank you for engaging our services to.undertake this project. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Briggs Engineering & Testing David W. Geisser Project Engineer 1 DWG:dg Enclosures: Figure 1., Site Sketch and. Exploration Locations Test Boring Logs 'M :--. PROJECT: Hyanni§Harbor Hotel-. BORING NO; B-I LOCATIOV: 213 Ocean Street,Hyannis,MA, PAGE 1 OF l DRILLING C.O: New England Boring DATE STARTED; 4/7/15, EQUIPMENT: Thick Rio DATE FINISHED: 4/7/15 DRLLLED BY: ,Jason SURFACE ELEVATION: to,+/- INSPECTED BY:. Dave Geisser ,GROUNDWATER OBSERVATIONS CORE CASING SAMPLER BARREL, NDTENCOUNTEREDi' TYPE; HSA .Split-Barrel N/A DEPTH '. STABILIZATION?IME, : SIZE ID: - 1-3/8" 12'-r o.1HO[rn HAMMER WT. N/A: 94016 ' HAMMER FALL: N/A. 30" DEPTH SAMPLING :HAMMER.BLOWS ON - STRATA LITHOLOGY SAMPLE PEN/ F1NU (Q) :DEPTH SAMPLER . ., PLER(inches) CHANGE .,,(Description oftnitefiats) ID RECOV - (pp.) FROM=TO 0.6 :'6.12 7,12.16 .: 18.24 (R): - - (in.fin:). : Lamp 103 eV,. q ASPHALT PAVEMENT 0.4 FT 7 5 5 6 " Dark grey f/c SAND FILL;trace Gravel,little Silt;trace S 7 SILTY Organic SiIC(SM) SAND - _ - 4- 6 4 7 7 8 3 FT S-2 Orange brown'f/c SAND,trace'to little Silt. (SP-SM) I0.0 9-11 12' "18 16 15 Dark brown f/m`SAND,little Silt. (SM) "S-3 _ . SAND Similar to S,2 '14-16 4 :6 4 5. S4 ... 20.0 19-21 5 6 7 10 Brown Vic,SAND,trace Oravel,trace(+)Silt. (SP) S-5 ; c: 24-26 6 11 13 13 Gray brown f/m SAND'1ittle Silt, (SM) S"6 SILTY SAND 71 ................... Similar to S'6 30.0 29 3. ..` 7 ........9 . ...... ..15., S-7 END OF BORING at 31 ft ....................... ....... :: 40:0 .... .............. GENERAL REMARKSi Orn means tine to inedilvn f/c means fine to coarse- r - r PROJECT: Hyannis Harbor Hotel" BORING NO. B-2 LOCATION: 213 Ocean Street,Hyannis,MA PAGE 1,OF I DRILLING.CO: New England Boring DATE,STARTED: 0115 EQUIPMENT: Truck Rig 'DATE FINISHED: 4/7/15. ' DRILLED BY: Jason SURFACE ELEVATION: 9. +/.- INSPECTED BY: Dave Geisser GROUNDWATER OBSERVATIONS CORE CASING 'SAMPLER BARREL NOT ENCOUNTERED: TYPE: HSA Split-Barrel NIA DEPTH I 3TABILIZATION.TIME SIZEID: -: 1-3/8". 1s• 3HOURS HAMMER.WT: N/A 140lb HAMMER FALL:. N/A 30". f.". t .., Srii41Y} DACA DEPTH SAMPLING HAMMER BLOWS ON,. STRATA LITHGLOGY - - SAMPLE PEN/ -`HNU-M. DEPTH SAMPLER.(incha) CHANGE _.(Description Ofmaterials) I 1D RECOV ..(PP0 FROM-.TO 0.6 1 642 1 12-18 18-24. (a) - - (inln.), Lamp 10.2 cV. — ASPHALT PAVEMENT` 0.4 FT' 0.5-'2:5 7 4 3. 2 SILTY Brown f/cSAND FILL,some Grayel,'little Silt.(SM) 'S-I __.. SAND 1.5 FT 2 FT Darkbro.wn f/m SAND'FILL;some.Silt,trace(--)Organic Silt.. (SM) 4-6 2 2 .3 4 : SUBSOIL Orange brown f/in SAND;sortie Silt;(SM)' S-2 SUBSOIL 5 FT 9-11 5 8 10 10 RAVELL Brown;f/c'SAND;some'Gravel,trace Silt (SP) S-3 _,. SAND' 14-16 3 4 4 S S-0. Similar to above;_grey brown 19-21 4 4 5 5.. SILT.Y Light brown to"grey brown, f/m SAND,little Silt: (SPM) S-5 SAND 24=26 4.. 4 -. 5, 8 SILTY Gray broivdf/c SAND,trace Gravel,little Silt. .(SM) S-G` :`'29-31 :".:. 8` -5 5: . 6 SAND Similar to S-6 S 7 ,34-36 6 5. 6:. 8 SAND S 8 — L'Ight brown f/m.SAND,'trace Silt(SP) •••••.• •••••• ••• Similar to above;orange brown(SP) 39.41 5 6 7: 6 S 9, ....... 44.46 5 6 9 9 Similarto,above,orange brown"(SP) 5.10 . :............ ....,.. END OF BORING at 46ft: GENERAL'REMARKS:' f/m meansiine to medium f/c means fine to coarse e. Y6o 3 x S ! ? 11:,ISYY SJ �U2.'1t1.1. .1`GVl4 PROJECT; Harbor Hotel BORING NO.: B-3 LOCATION: 213 Ocean Street,Hyannis„MA PAGE 1 OF DRILLING CO,: New England Boring DATE STARTED: 4/8/15 EQUIPMENT:, Truck Rig DATE FINISHED: 4/8/15. DRILLED BY: Jason SURFACE ELEVATION: 9' INSPECTED BY Hishan Fernando GROUNDWATER OBSERVATIONS CORE — — CASING SAMPLER BARREL NOT ENCOUNTERED; - " - :'TYPE: HSA -'Split-Barrel' N/A ._: DEPTH STABILIZATION TIME SIZE.1Di : : - .1-3/8".. - 5.7IT 4.DAYs HAMMER WT. N/A 140.1b } { y�♦ HAMMER FALL: N/A 30" •.. DEPTH (SAMPLING :HAMMER BLOWS ON :STRATA. - LITHOLOGY SAMPLE -PEN/ HNU (tt) DEPTH SAMPLER(666) CHANGE -.- (DescriptionVfmaterials) ID RECOV (ppm) FROM-TO 06 =6.12 7248 18-24 M) - - - - (in:finJ. Lmii 10.2 eV., P ASPHALT PA1/ENENT 0.4 FT 0.5-2.5 9 5 15- 6 Light,brown f/c SAND FILL,Aittle Gravel,little Silt(SM) S-1 M SAND 3 FT _ 4- 6 8 11 Brown'f t SILTY SAND,little Gravel,little(+)Silt. (SM) 3 7 S-2 10.0 9-11 14 15 16 16" Grey f/c GRAVELLY SAND,some Gravel,little Silt, (GP- S-3 GRAVEL SM) _._._.... _�. SAND -------------- 14-16 8 9 11 12 Light grey brown;f/c SAND,trace Gravel,little(=)silt(S1vI) S-4 SANDS 20.0 19-21 5 7 8. 13 Light grey brown f/c:SAND,trace Gravel;trace Silt. (SP) S-g 24-26 AO 15 1 17. _ _.. 22 Similar toS-4 S-6 •----. ......... ......... -- ......................... ............... 30:0 - ..-.. S 7 :. :....,. -... END bF BORING at 2bft.:' ........... ................................. ............ Groundwater well set at 20`feet ........ ........: .......... .....: 40.0 y. GENERAL REMARKS: f/m means fine to medium f/c means fine to coarse t _ � I r ;<•� s z }� �+�rry,p-}r���y-y1��'-yy,�� �y.�'y}}--tt Y' } 3 3. s c' s s �ryy y r* S xs 'Yf - ." w, PROJECT: Hyannis Harbor HotelT BORING NO. B-4 LOCATION: 213 Ocean Street;Hyannis,MA PAGE 1 OF: 1 DRILLINGCO: New England Boring DATE STARTED: 418/15 EQUIPMENT: Ti`ick'Rig DATE FINISHED.- DRILLED BY:: Jason SURFACE ELEVATION; LO'"+/ INSPECTED BY: Hishan Femando GROUNDWATER OBSERVATIONS GORE CASING SAMPLER BARREL NOT ENCOUNTERED; - "TYPE: "HSA Split-Barrel N/A " DEPTH �'�. STABILIZATION TIME - _ _ $IZE;ID: .:: . :1.318" 5".7 FT a DAYS HAMMER W.T; N/A 140lb HAMMER FALL: N/A, 30 :. .-t a.Y.._ .. - .`�s.a s.1-,x a- e<.r 3 '' ��s .,,:�+ IfIk �A + ''v-s�.•�.� .._s.,x"s.. -.:�e:"s. .=`.,ax 2..sr'�i ...Fw2t .s'..z - ter" -.r<. ,�.r' DEPTH SAMPLING HAMMER BLOWS ON STRATA - LITHOLOGY" 'SAMPLE- :PEN/ "HNU (n) DEPTH SAMPLER(inches) CHANGE - :.".(Descnplionofmaterials) .fID .-RECOV" (pp.), - - .;. lin.(u:). Lamp 10:2cV..:.. :.. FROM-TO 0-6- =.612 12-18 18.24 (R)',: ASPHALT PAVEMENT 0A FT 0.5-2.5: g 8 10 8 RAVELL S-1 SAND" Light brown f/c SAND FILL;.some Gravel,little"Silt(GP-" 3 FT S -77 4-.6 2 2 2" 2 $-2 Orange_brbWhTe"SAND,trace Silt1(SP} SAND" _ 10.0 9-11 4 ., :5 7 9 S-3, Brown f/c SANDArace Gravel.littleSilt. (SM-SP) 14-16. 5 7 9 11 Similar;iG above;'grey SANDS 20:0 19-21 7 6 9 10 Grey brown f/c STLTY:SAND,some Silt. (SM) S 5 24-26 7 ,5 _ 5 10• _ S;6 Simllazio abovejittle Silt(Slvf) 28.FT Gre f/m;SAND AND SILT,non plastic 30.0 29 31. 3 6 10 '13' Y 7, 5-7,:. ....:.. ........ .... "`34-36 14 . 11.. 6 c 8 Similar to above .........-.. . ---•--- ........ END OF BORINGat 36 FT: GENERAL REMARKS: f/m means fine to medium f/c means fine to,coarse i . : 1 6 a v. 7 .14 A too ed SED V•� 1 9 LOT� B-3 Siff- � s o ,SING PSpH ...EXISTINGt EX ABUTTING t t' & BUILDING j y ' t \1 �.m z LL w i NOTE: o _ PLAN DEVELOPED FROM LLLAYOUT'.PLAN'. . by BAXTER NYE ENGINEERING,OF HYANNIS, MA mPROPOSED HYANNIS HOTEL ADDIT ION. ��� `ilk. • LEGEND: �: 213 OCEAN STREET HYA NNIS,MA . _m. NUMBER AND:APPROX. LOCATION OP TEST . �=1 .. " . Scale.: N.T.S. Di•�ru11r DWG BOWNG FIG.1 Jar rggs,Girgurec�ing fi'Testing 4.�$.2015 .!Division of PK lsnciates,/w, Cbeck: 0wG . i Hyannis Harbor Hotel RROCON Project Specification Hyannis,MA i ccarvr� ;:r cKF,aTs •CONSTRUCT June 19,2015 Project#301526 Issued for GMP Pricing ARCHITECTURE END OV> ECTION. a , .a Section 1526_appendix_a.doc Page 19 of 20 r Hyannis Harbor Hotel UPROCON Project Specification Hyannis,MA CONNECT•CREATE•CONSTRUCT June 19, 2015 Project 4301.526 Issued for GMP Pricing ARCHITECTURE THIS PAGE LEFT BLANK INTENTIONALLY Section 1.526_appendix_a.doc Page 20 of 20 Y _ 1 Town of Barnstable a"MSTAB M' Regulatory Services Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues & Concerns Regulatory Agreement Applicant: Harborview Hotel Investors,LLC � SPR#: 004-13 Property Address: 213 Ocean Street,Hyannis Plan dated March 6, 2013 Map/Parcel: Map 326,Parcel 035 Zoning: Harbor District;GIZ,Hyannis Main Street Waterfront Historic District Proposal: Regulatory Agreement for an addition to this 3.4 acre+/-prop_erty=for construction and operation of a new 4-story year-round hotel with up to 68 total rootn_9each•containing its own kitchen facility. The parking for the new hotel will be located wiflun the parking lot of the existing hotel located at 213 Ocean Street,Hyannis. Present: - Tom Perry, Building Commissioner Doug Cohen, Applicant -- JoAnne Buntich, Director Growth Management Attorney Mike Ford Steve Seymour, GMD Engineer Attorney Jeffrey Ford Deputy Chief Dean Melanson, Hyannis Fire _l�atfkew Eddy;,Civil Eng. Baxter %e,=Eng. Lt. Don Chase, Hyannis Fire — Art Traczyk, Design Review Planner, GMD Elizabeth Jenkins, Princpal Planner Ellen Swiniarski, SPR Coord. --- Plans for the above proposal were reviewed at=a_n informal=meeting held_Wfarch 27, 2013 to discuss site plan review issues. The following issues were di cussed:— 1. Determination of the number of parking spices that would-aefually be needed was discussed at length: _- ➢ Tom Perry= #of peoe not staying atthe hotel to go the restaurant? How can this be documeu&d ➢ JoAnne Bunfch_Th_ =area of Town is=designated to become pedestrian oriented, however this is-s€1 ff transit on._do_Aone asked what is the basis of the number of spaces_ "at.have Beeri_provided on�-he plan? _AdW Doug Chen- Mr. Go hen stated that he asked that the parking be designed to provide the fullest capacity of ffWE However, does not anticipate needing the valet parking very much. Tkerooms racy fill to capacity. Presently there are 105 spaces for 136 rooms in the ek-h— hotel; even when very busy, he has never reached 1/1. The =e-Risting hotel is 60% full only 30% of the time. Mr. Cohen noted 2 other facilities withalet parking he was familiar with and stated the basis of parking spaces usually is 1 spaG�__--_- r room. Mr. Cohen also noted that the general public had been parking in his lot before��as chained off. ➢ Atty Mike-Mord—There are 2 approaches: What will the BC require for parking for the 2 hotels? And What parking is necessary? This will be the basis of relief through the Regulatory Agreement. Existing hotel will shut down for off season, new hotel will be year round; the most intensive usage of the site will be for 5 months only. ➢ Matt Eddy—valet spaces use an 8 ft=wide footprint, only 2 persons are needed to shift cars within the lot. ➢ Steve Seymour noted that an aerial view taken in July of 2009 shows the existing parking lot to be about 2/3 full. 2. Based upon the above discussion regarding parking,the following comments and conclusions were made: 1 I ➢ Attorney Mike Ford inquired if using a .8 parking space per room ratio could be considered as this would allow also for safety and FD ladder truck template issues to be addressed. ➢ JoAnne Buntich stated that the owner's business model and experience should be considered along with the Town's parking requirements. ➢ Attorney Mike Ford offered, and it was agreed that an annual review of the parking situation should be done. Statistics should be kept for this annual review. ➢ It was concluded that the .8 parking space per room ratio will be used for a revised valet parking lot plan. This plan will also address the FD turn template pinch points. For the purpose of the ordinance, the parking calculations will depict-what would ordinarily be required as a reference. ➢ An annual review of the parking will be made a requirement of the regulatory agreement. Statistics will need to be maintained by_the Mote=or this review. 3. Discussion regarding dumpsters and waste removal: _( �alfh_Dept. staffnot present) ➢ A waste disposal plan is requested. _ -- ➢ Question was raised if the provision of kitchens in the units will increas_e_the amount of waste produced. ➢ A review of the number of dumpsters that-111=be neeMed-i_s requested as_- appears to be possibly deficient. ➢ Doug Cohen-May end up combining the 2 exifftx ig nsite dumpsters into 1. Extended stays are not offered or anticipated; average stay is 2=nghts. Will contact waste management company to ask abouf-fr=equency, hours et ,disposal to determine how waste management needs will be_me 4. A lighting plan depicting_statistics/type offflixtures as well=as=a photometric plan with zero light spillage onto abutti�n_g=toe-requested. 5. Check in for both lintels is antipated to be in=thelobby of the existing hotel. ➢ A designated_erosswall-k between buildings and between the sidewalk and buildings is requested by JoAnne Bunticli= 6. H_yannis Fire Deep— nt=D-G1Vlelanson ➢ Utility pole=w= Lmeed Ob=e moved-this may take NStar a long time to do. Location of tff—ydrant should be such that it will work before and after the utility pole moved. _— __ ❖ Hydran�snstallation will need to be done 1st Standpipe installation will need to be done early during construction :•=Hydrant will need to be located within 100 feet,of the FDC (Fire Department G=or-nection) ❖ =Option to relocate proposed hydrant to another location on the property. 7. Landscape plan will require additional plantings. Revised landscape plan requested: GMD ➢ East side of Bay Street will need more plantings within the hotel property, street trees or hedgerow was discussed. ➢ Any proposed additional plantings to already green areas owned by the Town will require approval of the Town Manager. ➢ A detail of the area of the corner of Ocean and Bay Street depicting proposed landscaping, existing underground utilities and other existing/proposed features is requested. 2 i w ➢ Granite curbing should not be used along Bay St. as the street is narrow already. ➢ The edge of private versus public property should be delineated along Bay St. by using landscaping which incorporates a fence along the property line instead. 8. Water supply and pressure for the site and area was explained by Deputy Chief Dean Melanson: ➢ Due to the materials used (wood),the absence of a sprinkler system, and absence of fire stops within the existing ca. 1970 hotel building,the required gpm fire flow needed to respond to a fire in the existing hotel structure was determined to be 5000 gpm today. A flow test conducted in February of 2011 revealed that only=1330 gpm fire flow is available for the existing hotel. The existing hotel is defici nt for=.water supply, however it is grandfathered. _ ➢ Due to the modern materials, building code etc. prop9se =be used for the new hotel, the required fire flow for the new hotel is only 750=g_pin. THE osed hotel building has enough available water supply. ➢ A fire at both hotel buildings at the same time is not a code consition. ➢ A fire boat with the capacity to pump 20_Y00—gpm could be utilized which would bring the available water to the site for both_=existing and proposed hotel buildm_gs=fo approx 50% of required flow. _ ➢ Consultant's letter dated August 30, 2012 also=stafff-s the above statistics and makes the recommendation that additional need for water rd'dtions, new structures) should not be allowed without rectifying tlZe_existing deficiency. vas recommended by the consultants that approx. 1,100fe _ =existing 8-inch rriai=i�_on cean Street(from South Street to Channel Point Road) be.replacedw th anew I ME h main. ➢ It was noted by all present that there are_6-th— =areas ofs own existing that are similarly deficient for fireT#low availability. ➢ Water defici&--Rcr--d mined by_ISO insurance)increases the amount of insurance property-owners must may. ➢ JoAnne—B_un ich statAffiat the way in which the water issue is addressed will be the decision of MOM wn_ anager. 9. Ocean=Streetamprovemen�ave been postponed (originally 2013): JoAnne Buntich Grant application for funds from Massworks has been delayed and funding is not definite. � _ New timeline-o-0cean Street improvements has not been determined. DPW has a 25%design available. ➢ =Improvements a�the hotel site would need to accommodate existing roadway c6 ffl-lions. 10. Access conflics �ilh abutting Angler's Club were discussed: ➢ Adjust stairs and fence to avoid conflicts here. 11. Notice of Intent(NOI) will be filed with the Conservation Commission. It is not anticipated that this filing will result in changes to these plans. 12. The Building Commissioner determined that formal site plan review will not be required. E. Swiniarski, SPR Coord. 3 ti r ®_a 1 4 ,.3 6 P REGULATORY AGREEMENT HARBORVIEW HOTEL INVESTORS, LLC and NOMINEE 213 OCEAN STREET, HYANNIS, MA 02601 This regulatory agreement ("Agreement") is entered into by and between the Developers, Harborview Hotel Investors, LLC and HHH Ocean Street, LLC, ("Developer") and the Town of Barnstable ("Town"), a municipal corporation, on this d"p day of TUUA) 2014, pursuant to Section 240-24.1 of the Barnstable Zoning Ordinance and Chapter 168 of the Barnstable Code; WITNESS: ` WHEREAS, this Agreement shall establish the following:.permitted uses, density, and traffic within the Development, the duration of the Agreement, and any other terms or conditions mutually agreed upon between the Developer and the Town; and WHEREAS, the Developer owns the property at 213 Ocean Street including parking areas, Hyannis, MA, consisting of 3.8.acres, shown on Barnstable Assessor's Map 326 as Parcel 035, title to which is recorded in Barnstable County Registry of Deeds Book 15837 Page 190; and is the named buyer in a Purchase and Sale agreement dated October 31, 2013, for the property at 24 Nantucket Street, Hyannis, MA, consisting of .18 acres, which is shown Barnstable Assessors' Map 326 as Parcel 33. Collectively, the two parcels are referred to herein as the Property; for purposes of this Regulatory Agreement, the "Property" does not include the existing hotel and its operations currently located at 213 Ocean Street but does include all site parking; the Developer desires to develop the Property pursuant to this Regulatory Agreement; and WHEREAS the Development will not require regulatory review under the Massachusetts Environmental Policy Act (MEPA) or the Cape Cod Commission Act; and WHEREAS the Developer has made application to the Planning Board pursuant to Chapter 168 of the Barnstable Code; and WHEREAS the,Development is located in the Hyannis Growth Incentive Zone (GIZ) as approved by the Cape Cod Commission by decision dated April 6, 2006, as authorized by Barnstable County Ordinance 2005-13, Chapter G, Growth Incentive Zone Regulations of the Cape Cod Commission Regulations of General Application; and WHEREAS the. Development is not subject to review by the Cape Cod Commission as a Development of Regional Impact due to its location in the GIZ and due to the adoption of Barnstable County Ordinance 2006-06 establishing a cumulative development threshold within the GIZ, under which this development may proceed and the Developer has submitted a Jurisdictional Determination to the Town of Barnstable Building Department to confirm the same; and Bk 28199 Pg58 #25343 WHEREAS, the Property is currently developed with 69.7% impervious lot coverage; the Development will redevelop a portion of the Property currently used for parking; proposed impervious lot coverage is 78.9%. These figures also include the building footprints to account for the Nantucket Street lot; and WHEREAS, through the Regulatory Agreement process, including review of application materials, supplemental information submitted; discussions with the Town Manager and public testimony, impacts have been identified. These are: impacts to an already overloaded parking system in and adjacent to the Hyannis Harbor area; increased use of inadequate water delivery infrastructure on Ocean Street; and increased use of Bay . Street by hotel clients; and WHEREAS, the Town is authorized to enter into this Regulatory Agreement pursuant to Chapters 168 of the Barnstable Code; and WHEREAS the Developer will require zoning relief from certain provisions of Chapter 240 to allow individual kitchen facilities in hotel rooms, minimum parking, building story requirements, front, rear and side yard setbacks and maximum lot coverage all as further defined in condition number 1(b) below; and WHEREAS, the Developer will require relief from Chapter 1.12, Article III regarding a certificate of appropriateness; and WHEREAS, the Town and Developer desire to set forth in this Agreement their respective understandings and agreements with regard to the development of the Property; and WHEREAS, the Developer is willing to commit itself to the development of the Property substantially in accordance with thisAgreement; the Developer desires to have a reasonable amount of flexibility to complete the Development and therefore considers this Agreement to be in its best interests; and WHEREAS, this Agreement shall vest land-use development rights in the Property for the duration of the executed Agreement, and such rights shall not be subject to subsequent changes in local development ordinances, with the exception of necessary changes to protect the public health, safety, or welfare; NOW THEREFORE, in consideration of the agreements and covenants set forth hereinafter, and with other good and valuable consideration, the receipt and sufficiency of which each of the parties hereby acknowledge to the other, the Developer and the Town do enter into this Agreement, and hereby agree to covenant as to the following provisions: 1. The Developer proposes to redevelop the Property as follows: a. The Developer seeks a Regulatory Agreement to develop the property for the, construction and operation of a new, freestanding, four (4) story hotel operating year- round for transient guests with up to sixty-eight (68) total guest rooms, each containing Bk 28199 Pg59 #25343 its own kitchen facility and approximately 350 square feet in size. The new hotel building is 33,795 square feet in total. In addition to the 68 rooms, the Hotel will also contain a fitness center and lobby for use by Hotel guests only. The Developer is Harborview Hotel Investors, LLC and HHH Ocean Street LLC. The property is addressed as 213 Ocean Street, Hyannis, MA, located in the Harbor District (HD) and is shown on Assessor's Map 326 as Parcels 035 and 24 Nantucket Street, Hyannis, MA located in the Harbor District (HD) and is shown on Assessor's Map 326 Parcel 033. Parking location for the new proposed hotel building will be located at the parking lot of the existing hotel building (which is not subject to the Regulatory Agreement) located at 213 Ocean Street and 24 Nantucket Street. The total area of the property(s) subject to the Application is approximately'3.98 acres. b. The Regulatory Agreement seeks waivers from the Barnstable Zoning Ordinances, and other ordinances of the Code of the Town of Barnstable, specifically in reference to the following sections: i. Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses, (j) Hotel o Developer seeks waiver to allow hotel rooms with individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk and other requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 ft) where only 2.5 stories are permitted) , front, rear, and side-yard setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% requirement). iii. Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape requirements for.parking lots. B. (1) (2) (3); Section 240-56 Schedule of Off- Street Parking Requirements. o Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 10% and the waiver of the number of required trees. Parking lot landscaping (10% of the entire site or 6,082 sq. ft.); Proposed is 4,898 sq. ft. Parking lot trees required (Parking lot of 177 spaces) 36 trees; Proposed 7. o Developer seeks waiver of parking-lot line to lot line (waiver of 6-foot minimum, where existing hotel has 0 lot line setback at some locations) o Parking required is 1.2 spaces per unit (246) plus (1) for each employee in largest shift (12), or 258. Developer provides 177 spaces, 204 with approved valet (1.0 space per unit). o Developer seeks waiver of parking space minimum dimension requirement allowing for smaller size spaces in certain areas on the site. iv. Dumpster requirements: o Developer seeks waiver from § 353-4 of the Code-of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for the location of the proposed dumpster. V. Chapter 112, Article III Hyannis Main Street Waterfront Historic District Ordinance: Bk 28199 Pg60 #25343 o Developer seeks waiver of requirement for a Certificate of Appropriateness from the HMSWHDC guidelines. No additional free-standing signage is proposed. vi. Section 240-68. Signs in the MB-Al, MB-A2, MB-B and HD Districts. C. o Developer seeks waiver to exceed the maximum square footage of 50 sq ft allowed in the district. Developer is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer anticipates proposing a 35 sq ft (7' Long by 5' high) wall sign for the North side of the building and a 16.5 square ft (11' Long by 1'-6, high) wall sign on the East side of the building. 2. The construction and operation of the proposed year-round hotel will result in the following economic benefits: ■ New year-round and seasonal employment, both full time and part time. It is estimated all positions that are currently seasonal (Mid April - October) will become year round -26 total new full time positions. (General Manager, Front Office Manager, Executive Housekeeper, Sales Manager, Director of Engineering, Shift Engineers (3), Accounting Manager, Life Guard (2), Security (1.5), Night Auditor (1.5), Front Desk Clerks (4), Housekeepers (6), Housemen (2), Laundry Attendant (2).) In addition, it is estimated an additional 11 new seasonal position will be created with the addition of the 68 rooms; (2 new front desk clerks, Housekeepers (6), Housemen (2), Engineer (2), Sales Manager, Parking Attendant(2); • Increase in Town property tax revenue. The additional tax revenue to the Town will be $35,880.30 (based on Estimated Building Costs $4,500,000.00 x Town tax rate of$8.22 per 1000 + Community Preservation Tax 3% of the Town Tax), plus a Hyannis Fire Department tax rate of$15,930.00 ($3.54 per 1000), for a total estimated annual tax of$51,810.00. Increase in Town hotel room tax revenue. The estimated hotel tax revenue generated from this project will be $120,000.00 (based on an estimated revenue of$2,000,000.00 at 6%); and • Increase in year round commercial activity in the Harbor area. 3. In accordance with Section 168-6, the Developer, prior to being issued a occupancy permit shall be required to pay mitigation sums to the Town of Barnstable to be used by the Town in its discretion for infrastructure improvements including the extension of the water main on Ocean Street. The Developer shall be required to pay$150,000 as follows; $30,000 upon issuance of occupancy permit; and $30,000 each year thereafter for the next four(4) years Developer shall make payment to the Treasurer of the Town of Barnstable as directed by the Town Manager's office. 4. Parking =As set forth on plans prepared by Baxter& Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013. As per plans submitted, the Bk 28199 Pg61 #25343 new plan with the Nantucket Lot shows 177 spaces (.86) per guest room, with the new valet 204 spaces (1) per guest room. The Ordinance requires 1.2 spaces per room plus 1 for every two employees on the maximum shift. As a result, Developer seeks relief for parking as set forth above. 5. Landscape -As set forth on plans prepared by Baxter& Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 12/3/2013. The landscaping for 24 Nantucket Street will also be irrigated. 6. Bonds: Prior to the issuance of a foundation building permit Developer will provide a performance bond in an amount to be approved by the Planning Board or its designee, said bond to be expended on the replacement of landscape materials if such replacement becomes necessary. Any unexpended portion of said performance bond (including interest) may be released by the Planning Board to the Developer or his successor(s) after three years from the date of the initial landscape plantings, such date to be determined by the Building Commissioner, upon the request of the Developer; 7. Curb cuts -As set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013 8. Lighting — Currently being prepared by architect. It will meet Town standards. A copy of the lighting plan shall be filed with Growth Management staff for review and comment prior to the issuance of a building permit. 9. Signage - Developer is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer is proposing a 35 sq ft (7' Long by 5' high)wall sign for the North side of the building and a 16.5 square ft (11' Long by 1'-6" high) wall sign on the East side of the building. 10. Stormwater management—As set forth on plans prepared by Baxter& Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 8/9/2013. This does not include the parking area for the Nantucket Lot, which was included at the last Planning Board hearing. A copy of the drainage plan for the Nantucket log shall be filed with the Growth Management staff for review and comments prior to the issuance of a building permit. 11. Crosswalk shall be provided -As set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through.11/8/2013 12. Dumpster shall be located as set forth on plans prepared by Baxter & Nye Engineering, entitled Hyannis Harbor Hotel Addition, Revised through 11/8/2013 on the northern property line abutting Bay Lane. 13. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all.work has been done in substantial compliance with the approved site plan. This document shall be submitted prior to the issuance of the final certificate of occupancy; Bk 28199 Pg62 #25343 14. Community Character— Proposed elevations were reviewed by the Planning Board. Developer has met with the Historic District Commission, who has given a positive recommendation with respect to the current design of the hotel as shown in the elevations prepared by Pro Con, Inc., dated May 24, 2013. 15. Construction shall take place only between the hours of 7 AM to 5 PM Monday through Saturday. 16. Use—The new freestanding, four (4)-story hotel building on the Property shall be used as a hotel for transient guests operating year round. The hotel units shall not be used as dwelling units. None of the hotel units shall be marketed, transferred, or sold as Timeshare Units as defined in G.L. c. 183B as the same may be amended. 17. Project construction shall commence no later than three (3) years from the finalization and approval of the Regulatory Agreement by the Town Council. Construction shall be completed within two (2) years of construction commencement date. These time periods may be extended upon request of the Developer and approval by the Planning Board. 18. To the extent that referenced plans do not depict all of the findings and conditions'set forth in this Agreement, revised plans and shall be provided. In addition to permits, plans and approvals listed above, any and all permits and licenses shall be obtained; 19. The development rights granted under this agreement shall run with the land. However, the Developer agrees that 30 days prior to any change of ownership of the Property that written notice shall be sent to the Planning Board, Town Council, and Town Manager and further agrees, that all terms and conditions of this regulatory agreement and any amendments thereto, shall be binding on any successive owner of the Property. 20. Pursuant to §168-9, the term of the Agreement shall be (10) years from the effective date of the Agreement. Notwithstanding the ten (10) year duration, once the development rights are exercised within the time periods provided in Paragraph 17, including any extension thereof by the Planning Board, all of the terms and conditions of the Regulatory Agreement shall remain in effect until the development rights are no longer exercised. 21. The Town hereby grants waivers from the following zoning requirements: i. Section 240-24.1.7 (A) Harbor District, (1) Permitted Uses, 0) Hotel o Developer seeks waiver to allow hotel rooms with individual kitchen facilities. ii. Section 240-24.1.7 (C) Dimensional, bulk and other requirements o Developer seeks waivers with regard to maximum building height (proposed 4 stories (44 feet) where only 2.5 stories are permitted), front, rear, and side-yard setbacks (waiver of 10 foot minimum); and maximum lot coverage (waiver of 70% Bk 28199 Pg63 #25343 requirement). iii. Section 240-52. Design and Screening standards. A.; Section 240-53. Landscape requirements for parking lots. B. (1) (2) (3); Section 240-56 Schedule of Off- Street Parking Requirements. Parking requirements o Developer seeks relief from applicable parking requirements as follows: o Developer seeks waivers with regards to parking lot landscaping of 10% and the waiver of the number of required trees. Parking lot landscaping (10% of the entire site or 6,082); Proposed is 4,898. Parking lot trees required (Parking lot of 177 spaces) 36 trees; Proposed 7. o Developer seeks waiver of parking-lot line to lot line (waiver of 6-foot minimum) o Parking required is 1.2 spaces per unit (245) plus (1) for each employee in largest shift (12), or 258. Developer provides 177 spaces, 204 with approved valet (1.0 space per unit). o Developer seeks waiver of parking space minimum dimension requirement allowing for smaller size spaces in certain areas-on the site. iv. Dumpster requirements: o Developer seeks waiver from § 353-4 of the Code of the Town of Barnstable, Board of Health Regulations "Storage of Garbage and Refuse" Minimum setback for dumpster(s) locations to lot line V. Chapter 112, Article III Hyannis Main Street Waterfront Historic District Ordinance: o Developer seeks waiver of requirement for a Certificate of Appropriateness from the HMSWHDC guidelines. vi. Section 240-68. Signs in the MB-Al, MB-A2, MB-B, and HD Districts. C. o Developer seeks waiver to exceed the maximum square footage of 50 sq ft allowed in the district. Developer is seeking relief under the total allowable square footage in the HD District of 50 sq feet. Developer anticipates proposing a 35 sq ft (7' Long by 5' high) wall sign for the North side of the building and al 6.5 square ft (1 1' Long by 1'-6" high) wall sign on the East side of the building. IN WITNESS WHEREOF, the parties have hereunto caused t s A ee t to e executed, on the day and year first above written. A/e Dated this day of -�Ne, , 20 4 Town of Barnstabl Developer/ Fhager estors, LLC By: Thomas K. Lynch By: J Z n, Town Manager Develo 6r/HHH Ocean Street, LLC By: Eugene Goldstein, Manager Bk 28199 Pg64 #25343 gZe 6) o c M a � /C./ �'. •ire U lale/Ao- f el, :JJaMalty 019-18, �1M h,AJ William Francis Galvin Secretary of the Commonwealth May 23,2014 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of registration of a Foreign Limited Liability Company was filed in this office by HARBORVIEW HOTEL INVESTORS LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on February 25, 1999. I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports;that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that,said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: JON E. COHEN,DOUGLAS D.COHEN I further certify that the name of persons authorized to act with respect to real property instruments listed in the most recent filings are: JON E. COHEN,DOUGLAS D. COHEN In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. Secretary of the Commonwealth Processed By:sam ' Bk 28199 Pg65 #25343 = a jmp&�W640 C Jtale�Aouse,, 0aslart,, Jffaysadt(vells 019731y William Francis Galvin Secretary of the Commonwealth May 22,2014 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by HHH OCEAN STREET LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on November 12,2013. I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports;that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: EUGENE GOLDSTEIN I further certify,the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: EUGENE GOLDSTEIN The names of all persons authorized to act with respect to real property listed in the most recent filing are: EUGENE GOLDSTEIN In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. Secretary of the Commonwealth Processed By:sam BARNSTABLE REGISTRY OF DEEDS A6. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -Map Parcel 3 S ,-t Application # Health Division � G. Date Issued �O o Conservation Division Application Fee S Planning Dept. Permit Fee 16-7 1 .(00 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 7i 1 17:> DcC-A tj S'r' PY-Ai)�1� MA O Z Ce d I" Village NY,b-NN �S Owner AFC A4 = Address 23 J C-om W1 1NI1 -J Telephone_ Permit Request 1=ovN0�-t7�,� � •, ,� Square feet: 1 st floor: existing proposed 60 2nd floor: existing Nle+ proposed 6+00 Total new 33 (0�0 Zoning District 3'I b Flood Plain Groundwater _Overlay Project Valuation OoD O'oConstruction Type Lot Size A02 ,9b I 5iC- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)62) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other rcl/A Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing A/R new Half: existing Number of Bedrooms: existing _new !oo za Total Room Count (not including baths): existing new First Floor Rook Count;,,, %vr Heat Type and Fuel: *Gas ❑ Oil Electric ❑ Other Central Air: ❑Yes gNo Fireplaces: Existing.�A New �_ Existing wood/coal stove: ❑Yes/KNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yes ❑ No If yes, site plan review# Current Use o Proposed Use &40�� APPLICANT INFORMATION - _ _ --(BUILDER OR HOMEOWNER) Name -PP-0 CotJ Telephone Number (Po3 co 23 60c, I/ Address �35> 6to��Sj _ License # S - O t2 D�'3 7 oo�S 03loCo Home Improvement Contractor# Email PM•F-st'it-;�:12- P2�"m i,�lc- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU �►F FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 �a e BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. .........................................__ �.................----..._..........-.......__.................................._...__._.- ........................ 16 February 2017 Mr. Paul Roma, Building Commissioner Town of Barnstable- Town Hall 200 Main Street Hyannis, MA 02601 Re: Electrical Stop Work Order New Hyannis Harbor Hotel- Ocean St, Hyannis Dear Mr. Roma, I am presently serving as the local "Owner's Rep" to monitor the on-going construction of the new Hyannis Harbor Hotel. It is my understanding that you are reviewing the recent electrical stop-work order at the subject site with both building inspector, Jeffrey Lauzon and Michael Ford, the owner's attorney. On behalf of the Owner, Newport Hotel Group, we are hoping that you would be willing to consider this letter as you review this issue within the building department. As I'm sure you can appreciate, this temporary stop work order is having an immediate impact on the construction schedule, and will cause a substantial project completion delay. In brief, the contractor, Opechee Construction Corp., was told last week by the Electrical Inspector to stop the interior rough electrical work because the exterior finished siding, although well in progress, was not 100% complete; therefore, the building interior was not protected from the elements. As you well know,, the Town of Barnstable Building Department has held a policy- position that no electrical work shall commence unless and until the entire exterior building envelope is "weather-tight". Please note that this position is not based upon a definitive code requirement, but rather is an interpretation of what constitutes "weather- tight" or "weatherproof". At the present time, the building envelope has the entire rubber membrane installed on the roof, the sidewall is 100% covered with "Hydro-Gap", a recognized water-resistant barrier applied over the plywood wall sheathing, and the siding is approximately 30% complete. 203 WILLOW STREET SUITE A 93B COURT ST.UNIT 22 u `Y YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 W W W.CAPEARCHITECTS.COM I had observed on-site last Friday that several portions of the "Hydro-Gap" had blown apart at a few of the seams due to high winds; however, per my direct discussion with the site superintendent, these sections have been corrected or are currently being corrected. As of this morning, the interior of the building's exterior wall cavities were completely dry, despite prolonged exposure to yesterday's steady wind and rain. Several photos from the interior taken this morning (attached) provide clear evidence that the interior of the building is not currently subject to water infiltration and therefore should, in general, meet the "weather-tight" standard. With respect to the impact of delaying the start of the interior electrical work, the construction is scheduled for substantial completion around June 2, 2017. If, however, the electrical work is delayed until the siding is 100% complete, the schedule will be delayed approximately 5 or more weeks, pushing the completion date until after the 4tn of July. This delay will obviously have a significant impact on Newport Hotel Group's ability to staff-up, train and open this long-awaited Hyannis harbor-front hotel. Please also be aware that, given the size of the building, its construction is also subject to the "Controlled Construction" requirements of the state building code and, therefore, has been, and will continue to be subject to regular inspections by the Architect of Record, Mr. Keith Kelly of Opechee, and the Electrical Engineer of'Record, to assure that all work is being completed "in accordance with all applicable codes" and in a "good and workmanlike manner". The Owner and project team would be more than willing to immediately meet on site to discuss the current state of construction with the appropriate Building and Electrical Inspectors to assure them that the building is suitable for re-starting the interior electrical rough-in work. If there is any assistance that you can provide to help facilitate a quick resolution of this impasse, the Owner and Contractor would be most appreciative. Thank you in advance for your assistance and we look forward to the successful conclusion of this wonderful addition to the downtown Hyannis waterfront area. Sincerely yours, Richard P. Fenuccio President/Architect Rick@CapeArchitects.com CC: Doug Cohen, Newport Hotel Group Andrew Pike, Opechee Construction Corp Dave Donahue, Opechee Construction Corp 203 WILLOW STREET SUITE A 936 COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 W W W.CAPEARCHITECTS.COM r f � t� 3 i y{ 4 1 a y ' W g mW 203 WILLOW STREET SUITE A 93B COURT ST.UNIT M 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 W W W.CAPEARCHITECTS.COM , F. I j -1 h 1 °� x� y E m. F 203 WILLOW STREET SUITE A 936 COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 W W W.CAPEARCHITECTS.COM J N 5 e v Ty ti iF kr Y8 p A.m h,Milo Sill J '1 _' ^rF n a r b r f F C, i I � e � .w �uti x i ka 203 WILLOW STREET SUITE A 93B COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 W W W.CAPEARCHITECTS.COM L (5as) L1 30 e g a d .r CONSTRUCTION CORPORATION Jeffrey Lauzon Building Inspector Regulatory Services: Building Division Town of Barnstable, Massachusetts Town Office Building 200 Main Street Hyannis, MA 02601 February 3, 2017 Re: Hyannis Harbor Hotel — Protection of Electrical Work during Construction Dear Jeffrey, It has come to my attention that you have some concerns for the protection of the interior electrical work (rough-in) against weather during construction (per NFPA 70). The "HydroGap" product manufactured by Benjamin Obdyke currently installed over the exterior sheathing is a water-resistant barrier (WRB). On the following pages you can see the published information relative to water-resistant barriers and the specific performance of the HydroGap. Given this information, we find that the building as in its current state, a complete WRB installed, doors and windows installed and properly flashed, is providing the necessary protection of electrical work against weather during construction. We trust you will come to the same conclusion. Feel free to contact me to discuss further. Sincerely, �,�EPED ARCy�r Qq.C��1H A KF((E.h FpJ No.3216 - peithAKeley,jrritect D SP Executive Vice president PHONE (603) 527-9090 WWW.: HEE COM From Air Barrier Association of America (ABAA): HTTPS://WWW.AIRBARRIER.ORG/RESISTIVE/INDEX E.PHP FUNCTION OF A WATER RESISTIVE BARRIER A properly installed water resistive barrier (which includes proper flashing over doors and windows, continuity at seams, and sealing around penetrations) will improve the overall moisture efficiency and performance of the home or building's wall system by providing a secondary moisture drainage plane. Water resistive barriers resist bulk water penetration and wind-driven rain that penetrates the exterior cladding from intruding into the wall assembly. Water will be channeled down the outside surface of the water resistive barrier, thus reducing the potential for condensation build-up in the wall assembly which reduces the likelihood of moisture problems, rot and degradation. WATER-RESISTIVE BARRIER TEST REQUIREMENTS FOR ABAA LISTING Water-resistive barrier materials have product-specific test properties that they have to test to including dry tensile strength or dry breaking force, pliability and water resistance ensuring they will meet.the needed requirements during their service life. The link below to the ABAA Process for Approval will outline those test properties further. Please see the test results below for ASTM E96 values. For a water-resistive barrier material to be listed on the ABAA website, the manufacturer shall complete the evaluation criteria process outlined in the ABAA Process for Approval of Water- Resistive Barriers (WRBs)document. Once a manufacturer'has demonstrated to ABAA that their material meets the established criteria and has completed the process of submitting test reports and supporting documents for their material, they will be listed in the table below as a "ABAA Evaluated Water-Resistive Barrier" and included in the appropriate ABAA Master Specification. ABAA EVALUATED WATER-RESISTIVE BARRIERS B'e" Obdyke I,nc wwvu ben�arninobdyke com HydroGap�Drainable Ho�iasewrap Section 0727y07; f AA 0 P," CHEE HHHWRB - Page 2of2 I mHYDROGAP@ DRAINABLE HOUSEWRAP fPHYSICAL PROPERTIES DATA SHEET Properties Test Test Standard HydroGapT" Performance AC 38 Test Requirement Strength Dry Breaking t ASTM D 5034 Machine 58.04 Ibf Machine>_401bf Force Crosswise 50.64 Ibf Cross Machine>_ 351bf Hydrostatic AC38 Section 3.3.2 Withstand 55cm of water for period of 5 PASS- no penetration of test specimens Head {4.2c1J, hours Water Resistance No water observed passing through Water Ponding CCMC Guide MF07102 PASS membrane Boat Test ASTM D-779 PASS Water resistance by dry indicator method Permeance (perms) 16 (Method A); Water Vapor 14.1 (Method B) Minimum. Permeance (perms) 5 Vapor Permeability Transmission ASTM E 96 Water Vapor Transmission (g/24 . mz) z Min. Vapor Transmission 35 (g/24 . m ) 104.6 Cold Mandrel No cracking at 1/16" diameter bend with Pliability AC38 Section 3.3.4 No cracking Bend temperature: 32°F At 75 Pa calculated flow rate: At 75 Pa calculated flow rate <_0.02 Air Resistance Air Permeance ASTM E 2178 Metric: 0.0082 L/(s.mz) L/(s.mz) Standard: 0.00161 cfm/ft2 Moisture Drainage Drainage ASTM E 2273 96% Drainage Efficiency Min. Drainage.Efficiency>_90% Efficiency Surface Flame Spread Index (FSI) = 0 Flame Spread Index< 100 Fire Resistance Burning ASTM E 84 Smoke Developed Index(SDI) = 75 Smoke Developed Index<450 Characteristic UV Resistance Ultraviolet Light Exposure AC38 Section 4.1.2 PASS UV exposure of 210 hours HydroGap Dimensions Roll Width: 5ft Roll Length: 100ft Roll Weight: 17lbs Issued: May 5, 2015 Scali, Richard From: Ells, Mark Sent: -Thursday, February 16, 2017 5:09 AM To: Scali, Richard Subject: RE: Hyannis Harbor Hotel Thank you Sent from my Verizon, Samsung Galaxy srnartphone -------- Original message -------- From: "Scali, Richard" <Richard.Scalinae town.barnstable.ma.us> Date: 2/15/17 11:36 PM (GMT-05:00) To: "Ells, Mark" <Mark.Ellsntown.barnstable.ma.us> Cc: "Weil, Ruth" <Ruth.Wei I atown.barn stable.ma.us> Subject: Re: Hyannis Harbor Hotel Mark Will most definitely discuss in the morning and respond. Richard Sent from my iPhone On Feb 15, 2017, at 4:20 PM, Ells, Mark <Mark.Ells(a�town.barnstable.ma.us> wrote: Richard, Please have Paul Roma discuss this matter as requested. Thank you Mark Sent from my Verizon, Samsung Galaxy smartphone ------ Original message -------- From: Law Office of Michael Ford <1 awofficeofm ichae I fordnverizon.net> Date: 2/15/17 3:09 PM (GMT-05:00) r To: mark.ellsgtown.barnstable.ma.us Cc: "Law Office of Michael Ford" <lawofficeofmichaelfordnverizon.net> Subject: Hyannis Harbor Hotel <mime-attachment> Scali, Richard From: Ells, Mark Sent: Wednesday, February 15, 2017 7:33 PM To: Law Office Of Michael Ford Cc: Weil, Ruth; Scali, Richard Subject: RE: Cost of delay I have requested a response from staff. Please let me know if someone responds to you tomorrow. Sent from my Vernon, Samsung Galaxy smartPhone -------- Original message -------- From: Law Office Of Michael Ford <lawofficeofmi.chaelfordnverizon.net> Date: 2/15/17 5:03 PM (GMT-05:00) To: mark.elIs a)town.barnstable.ma.us Subject: Fwd: Cost of delay Mark, FYI I have not yet heard from Paul Roma. Thank you. Mike Sent from my iPhone Begin forwarded message: From: "Cohen, Douglas D." <dcohenAnewporthotel group.com> Date: February 15, 2017, 4:25:02 PM EST To: Law Office of Michael Ford <lawofficeofmichaelfordL&verizon.net> Cc: Andrew Pike <andrewpna,opechee.com>, Rick Fenuccio <Rick(c�capearchitects.com> Subject: Cost of delay If nothing changes time wise this will cost $250,000 at absolute minimum just so you all have the magnitude of the issue. Douglas Cohen President Newport Hotel Group Newport Capital Partners 28 Jacome Way Middletown, Rhode Island 02842 Office 401-845-0900xl 13 Mobile 401-862-5755 i On Feb 15, 2017, at 12:14 PM, Law Office of Michael Ford <lawofficeofmichaelford2verizon.net<mai Ito:lawofficeofmichaelfordgverizon.net>> wrote: FYI From: Law Office of Michael Ford [mai Ito:IawofficeofmichaeIford a,verizon.net] Sent: Wednesday, February 15, 2017 3:08 PM To: mark.ellsntown.barnstable.ma.us<mailto:mark.ellsntown.barnstable.ma.us> Cc: "Law Office of Michael Ford" <lawofficeofmichaelford a verizon.net<mailto:lawofficeofmichaelford(a)verizon.net>> Subject: Hyannis Harbor Hotel Mark, Letter about which we spoke. This project is controlled construction. Mike <Kelley Ltr to Jeffrey Lauzon re WRB.02-03-17 - Copy.pdf> 2 Scali, Richard From: Law Office Of Michael Ford <lawofficeofmichaelford@verizon.net> Sent: Wednesday, February 15, 2017 5:04 PM To: Ells, Mark Subject: Fwd: Cost of delay Mark, FYI I have not yet heard from Paul Roma. Thank you. Mike Sent from my iPhone Begin forwarded message: From: "Cohen, Douglas D." <dcohen anewporthotel roup.com> Date: February 15, 2017, 4:25:02 PM EST To: Law Office of Michael Ford <lawofficeofmichael ford(a�verizon.net> Cc: Andrew Pike <andrewpoa opechee.com>, Rick Fenuccio <Rick(acapearchitects.com> Subject: Cost of delay If nothing changes time wise this will cost $250,000 at absolute minimum just so you all have the magnitude of the issue. Douglas Cohen President Newport Hotel Group Newport Capital Partners 28 Jacome Way Middletown, Rhode Island 028.42 Office 401-845-0900x 113 Mobile 401-862-5755 On Feb 15, 2017, at 12:14 PM, Law Office of Michael Ford <lawofficeofmichaelford(cwerizon.net<mai Ito: awofficeofmichaelford(a.,verizon.net>> wrote: FYI From: Law Office of Michael Ford [mai Ito:IawofficeofmichaeIfordgverizon.net] Sent: Wednesday, February 15, 2017 3:08 PM To: mark.ells2ctown.barnstable.ma.us<mai Ito:mark.elIsaa town.barnstable.ma.us> Cc: "Law Office of Michael Ford <1awofficeofmichaeIford,�verizon.net<mailto:lawofficeofmichaelfordaverizon.net>> Subject: Hyannis Harbor Hotel 1 Mark, Letter about which we spoke. This project is controlled construction. Mike <Kelley Ltr to Jeffrey Lauzon re WRB 02-03-17 - Copy.pdf> 2 Mass.Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, .i acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name. Address REAL PROPERTY DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA REAL PROPERTY JON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report ` Annual Report - Professional ' Application For Registration Certificate of Amendment View filings Comments or notes associated with this business entity: New search I I http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043457109&... 8/19/2015 Town of Barnstable F Regulatory Services Richard V.Scab,bnterim Director •� Building Division Tom Perry,Bm7ding commissioner 200 Main Street,Hyannis,MA 02601 wwwA wn.barnstable.ma.ns Office: 508-862-4038 Fax 508-790-6230 Property Owner Must _ Complete and Sign This Section If Using A Builder dU lGS as er of the subject ro P PST .� hereby authorize-- to act on my behalf in an matters relative to work authorized by this building pemsit (Address of Job) **Pool fences and alarms are.the responsibility of the applicant. Pools are not to be filled or utilized before fence is ins d and all final inspections a performed and accepted. Sigaatar f Owner Signa of APP Print Name Print Name Date Q:FORMS OWNEUMMISS101P00LS 10/13 Mass. Corporations, external master page Page 1 of 2 William Francis Galvin t a b b a . Secretary of • • of Corporations Division Business Entity Summary ID Number: 020308505 Request certificate I FNew search Summary for: PRO CON, INCORPORATED The exact name of the Foreign Corporation: PRO CON, INCORPORATED Entity type: Foreign Corporation Identification Number: 020308505 Old ID Number: Date of Registration in Massachusetts: 01-11-1991 Last date certain: Organized under the laws of: State: NH Country: USA on: 03-26-1973. Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 01/01 The location of the Principal Office: Address: 1359 HOOKSETT ROAD City or town, State, Zip code, HOOKSETT, NH 03106 USA Country: The location of the Massachusetts office, if any: Address: 844 FRANKLIN ST., UNIT 1 C/O RICHARD ROOK City or town, State, Zip code, WRENTHAM, MA 02093 USA Country: The name and address of the Registered Agent: Name: C T CORPORATION SYSTEM Address: 155 FEDERAL ST., SUITE 700 City or town, State, Zip code, BOSTON, MA 02110 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT JOHN SAMENFELD 1359 HOOKSETT RD HOOKSETT, NH 03106 USA TREASURER BRUCE DESMARAIS 1359 HOOKSETT RD HOOKSETT, NH 03106 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 7/30/2015 a Mass. Corporations, external master page Page 2 of 2 SECRETARY HENRY B. STEBBINS ESQ. 1359 HOOKSETT RD HOOKSETT, NH 03106 USA DIRECTOR JOHN SAMENFELD 1359 HOOKSETT RD HOOKSETT, NH 03106 USA Business entity stock is publicly traded: P The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No. of shares Total par No.of shares value ' CWP $ 1.00 3,000 $ 3000.00 3,000 PWP• $ 2500.00 200 $ 500000.00 200 CNP $ 0.00 13,500 $ 0.00 13,500 r (A Confidential 3 Merger Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Amended Foreign Corporations Certificate Annual Report Annual Report - Professional Application for Reinstatement LView filings Comments or notes associated with this business entity: Iry Ne esw arch http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 7/30/2015 PROCON T 603.623.8811F 603,623,725.7250 u CONNECT •CREATE-CONSTRUCT P.O.BOX 4430 Manchester,NH 03108 i.d.fo@proconint.com August:18, 2015 Thomas Perry,Building Commissioner . .... Town Office Building 200 Main Street Hyannis,MA 02601 - .. .. RE: Daniel Messier Dear Mr. Perry, This letter is to confirm Daniel Messier is a current employee of Pro Con,Incorporated: If you should have any questions,please do not hesitate to contact me at extension 110. Sincerely; Jo n A. Samenfeld esi dentt { Massachusetts-Department of Public Safety Board of Bullding;Regulatlons and Standards 1 Construction SuP misor License: CS-0500 DANIELRMESS$R. 95 MAPLE FARM-RD AUBURN NH 03032 Eatpiration Commissioner. 09/14/2016 Page 1 of 1 Stephen Wilson From: Stephen Wilson Sent: Wednesday, August 19, 2015 10:09 AM To: Matthew Eddy - Cc: Susan Kruse Subject: Hyannis Harbor Hotel/#2011-005:13 Susan. TO: Town of Barnstable AMT: $150.00 MEMO: Town fee/Building Permit Application Thanks, Steve Stephen A.Wilson, P.E. Senior Engineer BA.XTER NYE ENGINEERING & SURVEYING •78 North Street-3rdFloor •Hyannis,MA02601 Ph:508-771-7502 z13 • Fax:508-771-7622 •email:swilsonna baxter-nve.com •www.baxter-nve.com Please consider the environment before printing this e-mail 8/19/2015 PROCON� CONNECT • CREATE • CONSTRUCT Construction Control Affidavit PROJECT LOCATION: 213 Ocean Street, Hyannis, MA 02601 JOB NO. 301526 PROJECT NAME: .Hyannis Harbor Hotel NATURE OF PROJECT: New 68 Guestroom Hotel ARCHITECT AND/OR ENGINEER: PROCON, Inc. ADDRESS: 1359 Hooksett Road Hooksett, NH 03106 TELEPHONE NO. (603) 623-8811 In accordance with Section 107.6 8th edition of the Massachusetts State Building Code,.1, Matthew J. LaBrecque Mass. Registration No. 43104 being a registered professional engineer/architect hereby certify that I have prepared or directly supervised the preparation of all design plans,computations,and specifications concerning: ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ® STRUCTURAL El MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER For the above named project and that, to the best of my knowledge, such plans, computations, and specifications meet the applicable provisions of the Massachusetts State Building Code, including, all accepted engineering practices and all applicable laws and.ordinances for the proposed project. further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6 8th edition MSBC. 1. Review of shop drawings,. samples and other submittals.of the contractor as required by the construction contract documents.as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Chapter 17 and Chapter 35 8th Edition MSBC. Pursuant to Section 107.6.2.2, 1 shall_submit periodically, a progress report together,with pertinent comments to the Town of Concord Building Department. Upon completion of the work, I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy-IN OF R Ssq � P QUE rn S U TURA y. .4310 NAL Subscribed.and sworn t% Mlw /this n day of 2p/j. Design Professionals Seal#43104 _.. My Commission Expires O _ otary 13.�Q2020 \. . II111\1� G0v � \�RY P ��O \ y � Yt r Statement of Special Inspections Project: Hyannis Harbor Hotel Location: 213 Ocean Street, Hyannis, MA 02601 Owner: Newport Hotel Group Design Professional in Responsible Charge: Matthew LaBrecque, P.E. This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: ® Structural ❑ Mechanical/Electrical/Plumbing ® Architectural ❑ Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: As required or❑ per attached schedule. Prepared by: OF 49,gs Matthew LaBrecque, P.E. �o MA J. y� Lan1 c UE (type or print name) oD ST C .1 L U; o. 1 04 7122115 Signature Date Desi n Professional Seal Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date CASE Form 101 Statement of Special Inspections • ©CASE 2004 f Page 2 of 10 Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: ® Soils and Foundations ❑ Spray Fire Resistant Material ® Cast-in-Place Concrete ® Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System ® Masonry ❑ Mechanical & Electrical Systems ® Structural Steel ® Architectural Systems ❑ Cold-Formed Steel Framing ® Special Cases Special Inspection Agencies Firm Address,Telephone, e-mail 1. Special Inspection Newport Hotel Group 28 Jacome Way Coordinator: Middletown, R102842 Douglas Cohen (401)845-0900 dcohen@newporthotelgroup.com 2. Inspector TBD 3. Inspector 4. Testing Agency TBD 5. Geotechnical Engineer 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. CASE Form 101 Statement of Special Inspections ©CASE 2004 Page 3 of 10 Qualifications of Inspectors and Testing .Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute (ACI)Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society (AWS) Certification AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing (ASNT) Certification ASNT Non-Destructive Testing Technician—Level II or III. International Code Council (ICC) Certification ICC-SMSI Structural Masonry Special Inspector. ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Pre-stressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies (NICET) NICET-CT Concrete Technician—Levels I, II, III & IV NICET-ST Soils Technician - Levels I, II, III & IV NICET-GET Geotechnical Engineering Technician - Levels I, II, III & IV Exterior Design Institute(EDI) Certification EDI-EIFS EIFS Third Party Inspector Other CASE Form 101 9 Statement of Special Inspections ©CASE 2004 Soils and Foundations Page 4 of 10 Item Agency# Scope (Qualif.) 1. Shallow Foundations Inspect soils below footings for adequate bearing capacity and consistency with geotechnical report. PE/GE 5 Inspect removal of unsuitable material and preparation of sub grade prior to placement of controlled fill 2. Controlled Structural Fill Perform sieve tests (ASTMD422&DI140) and modified Proctor tests(ASTMDI557)of each source offill material. PE/GE 4 Inspect placement, lift thickness and compaction of controlled fill. Test density of each lift offill by nuclear methods(ASTMD2922) Verb extent and slope offill placement. 3. Deep Foundations Inspect and log soil improvement operations. Record rammed PE/GE aggregate pier installation and verb compliance with installation S criteria. 4. Load Testing 4. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 r Cast-in-Place Concrete Page 5 of 10 Item Agency# Scope (Qualif.) 1. Mix Design Review concrete batch tickets and verify compliance with ACI-CCI approved mix design. Verb that water added at the site does not ICC-RCSI exceed that allowed by the mix design. 4 2. Material Certification 3. Reinforcement Installation Inspect size, spacing, cover,positioning and grade of reinforcing ACI-CCI steel. Verb that reinforcing bars are free ofform oil or other ICC-RCSI deleterious materials. Inspect bar laps and mechanical splices. 2 Verb that bars are adequately tied and supported on chairs or bolsters 4. Post-Tensioning Operations N/A 5. Welding of Reinforcing N/A 6. Anchor Rods' Inspect size,positioning and embedment of anchor rods. Inspect ACI-CCI concrete placement and consolidation around anchors. ICC-RCSI 2 7. Concrete Placement Inspect placement of concrete. Verb that concrete conveyance ACI-CCI and depositing avoids segregation or contamination. Verify that ICC-RCSI concrete is properly consolidated. 4 8. Sampling and Testing of Test concrete compressive strength(ASTMC31 &C39), slump Concrete ACI-CFTT (ASTMC143), air-content(ASTMC231 or C173)and temperature ACI-STT (ASTM C1064). 4 9. Curing and Protection Inspect curing, cold weather protection and hot weather ACI-CCI protection procedures. ICC-RCSI 4 10. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 L f Masonry Required Inspection Level: ❑ 1 ® 2 Page 6 of 10 Item Agency# Scope (Qualif.) 1. Material Certification 2. Mixing of Grout Inspect proportioning, mixing and retempering ofgrout. IC-C-SMSI 4 3. Installation of Masonry Inspect size, layout, bonding and placement of masonry units. PE/SE 2 4. Mortar Joints N/A' 5. Reinforcement Installation Inspect placement,positioning and lapping ofreinforcing steel. ICC-SMSI AWS-CWI 2 6. Prestressed Masonry N/A 7. Grouting Operations Inspect placement and consolidation ofgrout. Inspect masonry clean-outs for high-lift grouting. ICC-SMSI 2&4 7. Weather Protection Inspect cold weather protection and hot weather protection procedures. Verb that wall cavities are protected against ICC-SMSI precipitation. 2&4 9. Evaluation of Masonry Test compressive strength of mortar and grout cube samples Strength (ASTM C780). ICC-SMSI Test compressive strength of masonry prisms(ASTM 0314). 4 10. Anchors and Ties Inspect size, location, spacing and embedment of dowels, anchors and ties. ICC-SMSI 2&4 11. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Structural Steel Page 7 of 10 Item Agency# Scope (Qualif.) 1. Fabricator Certification/ Review shop fabrication and quality control procedures. Quality Control Procedures AWSIAISC- ❑ Fabricator Exempt SSI ICC-SWSI 4 2. Material Certification Review certified mill test reports and identification markings on AWSIAISC- wide-flange shapes, high-strength bolts, nuts and welding SSI electrodes ICC-SWSI 4 3. Open Web Steel Joists N/A 4. Bolting Inspect installation and tightening of high-strength bolts. Verify AWSIAISC- that splines have separated from tension control bolts. Verify SSI proper tightening sequence. Continuous inspection of bolts in slip- ICC-SWSI critical connections. 4 5. Welding Visually inspect all welds. Inspect pre-heat,post-heat and surface AWS-CWI preparation between passes. Verify size and length offillet welds. ASNT 4 Ultrasonic testing of all full penetration welds. 6. Shear Connectors Inspect size, number,positioning and welding of shear connectors. AWS/AISC- Inspect studs for full 360 degree flash. Ring test all shear SSI connectors with a 3 lb hammer. Bend test all questionable studs to ICC-SWSI 15 degrees. 4 7. Structural Details Inspect steel frame for compliance with structural drawings, including bracing, member configuration and connection details. PE/SE 8. Metal Deck AWS-CWI Inspect welding and side-lap fastening of metal roof and floor 4 deck. 9. Other: CASE Form 101 • Statement of Special Inspections ©CASE 2004 I Wood Construction Page 8 of 10 Item Agency# Scope (Quali.) 1. Fabricator Certification/ Inspect shop fabrication and quality control procedures for wood Quality Control Procedures truss plant. ® Fabricator Exempt 2. Material Grading PE/SE Inspect materials for conformity with project specifications. 3. Connections PE/SE Inspect connections for conformance with structural drawings and applicable section of IBC 2009. 4. Framing and Details PE/SE Inspect layout offramingfor conformance with structural drawings. 5. Diaphragms and Shearwalls PE/SE Inspect size, configuration, blocking and fastening of shearwalls and diaphragms. Verb panel grade and thickness. 6. Prefabricated Wood Trusses PE/SE Inspect the fabrication of wood trusses. 7. Permanent Truss Bracing PE/SE Inspect size and installation of bracing in accordance with requirements set forth in the(SER approved)floor and roof truss design sheets. 8. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 L r Architectural Systems Page 9 of 10 Item Agency# Scope (Qualif.) 1. Fiber Cement Wall Panels& PE/SE Ensure fastening conforms to manufacturer's specifications Trim EIT CASE Form 101 Statement of Special Inspections ©CASE 2004 f Special Cases Page 10 of 10 Item Agency# Scope (Qualif.) 1.Through-penetration fire stop Ensure that installation conforms to manufacturer's specifications. systems. Form CASE F 101 • Statement of Special Inspections • ©CASE 2004 o p p I j HYANNIS HARBORVIEW RESORT CONDOMINIUM s . Hyannis Harborview, Inc. , a Massachusetts Corporation having a principal place of business at 213 Ocean Street, Hyannis, Massachusetts, 02601, ("Declarant") , being the sole owner of the land together with the building(s) thereon, located at 213 Ocean Street, Barnstable (Hyannis) , Barnstable County,, Massachusetts, and being more particularly described in paragraphs (3) and (4) below, does hereby, by duly executing and recording this Master Deed, submit said land, together with the buildings and improvements erected thereon, and all easements, rights, and appurtenances belonging thereto to the provisions of Chapter 183A of the General Laws of the Commonwealth of Massachusetts and does hereby state that Declarant proposes to create, and does hereby create, with respect thereto a condominium to be governed by and subject to the provisions of Chapter 183A and to that end, Declarant declares and provides the following: (1) Name. The name of the condominium shall be HYANNIS HARBORVIEW RESORT CONDOMINIUM. It is the intention of the Declarant to develop said Condominium in five (5) Phases, designated as Phase I, which is hereby submitted to the provisions of Chapter 183A, and Phase II, III, IV and V, by amendment of this Master Deed as set forth in paragraph (17) hereof. Said Phases I, II, III, IV and V are shown on a plan entitled Phase Plan - Site Plan Hyannis Harborview Resort Condominium, Plan of Land in Hyannis, Massachusetts, prepared for Hyannis Harborview, Inc. dated March 4, 1986 prepared by' Yankee Survey Consultants, 70 Raspberry Lane, Marstons Mills, Massachusetts, 02648, said plan being part of the Condominium Plans hereafter referred to, , all of which. are filed herewith. (2) Definitions. All terms and expressions herein used which are defined in Chapter 183A of the General Laws of Massachusetts., as amended (hereinafter the "Condominium Statute") , shall have the same meanings unless the context otherwise requires. (3) Description of Land. The Land is a certain parcel of land located at 213 Ocean Street, Barnstable (Hyannis) , Barnstable County, Massachusetts and being more particularly bounded and described in Exhibit 1 -annexed hereto and incorporated herein. (4) Description of Building(s) . Phase I of the Condominium consists of one (1) building which is described on Exhibit 2 annexed hereto and incorporated herein. (5) Description of Units. (A) There are one hundred thirty-five (135) motel-type Units, (hereinafter "M-Unit(s) ") , and two (2) commercial restaurant Units (hereinafter "R-Unit(s) ") comprising Phase I of thefCondominium (hereinafter collectively referred to as "Unit(s) ") . (B) The designation of each unit in Phase I of the Condominium and a statement of its location, approximate area, number of rooms, immediate common area to which it has access and other descriptive specifications thereof are shown on Exhibit 3 annexed hereto and incorporated herein; (C) Each Unit includes the ownership of all utility lines; heating, plumbing, electrical, and other apparatus and other equipment, which exclusively serve and are located within the individual Unit; 2 I served thereby, such entrance to and from the public streets, yards, and walkways, as serve as common access to and from such Units (each of the foregoing comprises a portion of the Common Elements therefor) ; (E) Except as hereinbefore otherwise provided, each. Unit owner shall have the right, as appurtenant to their Unit, to use, in common with the owners of other Units served thereby, all utility lines and other common facilities located in any of the other Units or in the Common Elements described in paragraph (6) hereof, and serving that Unit. Nothing herein shall otherwise. be construed to limit the right of any Unit Owner to use other Common Elements in accordance with the intended purposes thereof; (F) Each Unit shall be subject to rights as set forth in any of the foregoing subsections,. if and so far as applicable to that Unit. (6) Description of the Common Elements. The common areas and facilities of the Condominium (hereinbefore and hereinafter called the "Common Elements") consist ofs (A) The Land together with the benefit of and subject to all rights, easements, restrictions and agreements of record, if any, so far as the same may be in force; (B) All portions of the Building not included in any Unit by virtue of paragraph (5) above, including, without limitation, the following to the extent such may exist from time to time: (1) The foundations, structural members, beams, supports, exterior walls, exterior doors, frames for the exterior windows and doors leading from Units to- common areas, roof and entrances and exits 3 F i of the Building, common walls within the Building, and structural i . walls or other structural components contained entirely within any Unit; (2) The main entranceway, steps and stairway, the entrance vestibule, hallways serving more than one Unit, the mailboxes, utility areas, and other facilities in such hallways; (3) Installations of services such as heat, telephone, electric power, gas, hot and cold water, including all utility lines and equipment attendant thereto, but not including equipment contained within and servicing a single Unit; (4) All conduits, chutes, ducts, sewer, drainage, water and other pipes, plumbing, wiring, flues and other facilities for the furnishing of services described above in subparagraph (3) which are contained in portions of the Building contributing to the structure or support thereof, and all such facilities contained within any Unit which serve parts of the Building other than the Unit within which such facilities are contained, together with an easement of access thereto for maintenance, repair, and replacement, as aforesaid, in favor of the Condominium Trustees. (C) All land areas, and facilities, and other improved or unimproved areas on the Land and not within any Unit, except that certain portione of the Common Elements may be made subject to exclusive easements and subject to the exclusive rights of M-Unit Owners; (D) Recreational facilities and amenities including, but not limited to, indoor and outdoor swimming pools, game room and exercise room; 4 Each Unit Owner in Phase I of the Condominium shall be entitled to an undivided beneficial interest in the Common Elements in the percentages shown on Exhibit 3 attached to this Master Deed and incorporated herein by reference (hereinafter "Beneficial Interest") . After the creation of Phase II of the Condominium, if said Phase II is created in accordance with the provisions of paragraph (17) hereof, the respective percentage interest of the Units in the Condominium comprising Phases I and II shall be as set forth on Exhibit 4 attached to this Master Deed and incorporated herein by reference. After the creation of Phase III of the Condominium, if said Phase III is created in accordance with the provisions of paragraph (17) hereof, the respective percentage interest of the Units in the Condominium comprising Phases I, II and III shall be as set forth on Exhibit 5 attached to this Master Deed and incorporated herein by reference. After the creation of Phase IV of the Condominium, if said Phase IV is created in accordance with the provisions of paragraph (17) hereof, the respective percentage interest of the Units in the Condominium comprising Phases I, II, III and IV shall be as set forth on Exhibit 6 attached to this Master Deed and incorporated herein be reference. After the creation of Phase V of the Condominium, if said Phase V is created in accordance with the provisions of paragraph (17) hereof, the respective percentage interest of the Units in the Condominium comprising Phases I, . II,` III,. IV and V shall be as set forth on , Exhibit 7 attached 'to this Master Deed and incorporated herein by reference. The proportionate interest of the respective Units in the Common Elements has been determined on the basis of the approximate 5 relation which the fair value of each. Unit bears to the then aggregate , fair value of all .the Units in the Condominium, including Phases I, II, III, IV and V on the date hereof. . The use of Common Elements shall be subject to the provisions of (a) this Master Deed, (b) the Condominium Trust, hereinafter referred to in paragraph (11) hereof and the :By-Laws and Rules and regulations promulgated pursuant thereto, and (c) the Condominium Statute, as amended. The Trustees of the Condominium Trust jahall have the power in their discretion from time to time, to grant revocable licenses or memberships or leasehold interests for and upon terms certain in designated Common Elements to the Condominium Trust or to any unit owners or to any other entity or individual or enterprise and to establish a reasonable charge to such unit owners for the use and maintenance thereof. Such designation by the Trustees shall not be construed as a sale or disposition of the Common Elements. The Trustees shall have these rights and. powers in relation to portions of the common areas they may elect or set aside for those purposes. (7) Parking Lot. Declarant reserves for itself, its successors, and assigns, the right and power to grant easements to any purchaser and/or Unit Owner, the exclusive use of parking spaces in the Common Elements of the Condominium for any lawful purpose during the existence of the Condominium, but such easements shall end upon the withdrawal of the premises from Condominium status . ExFenses for the maintenance, repair, renovation or restoration of the parking spaces will be assessed as a common expense. (8) Floor Plans. The Floor Plans of the Units therein and depicting 6 built," and bearing the verified statement of a registered architect, registered professional engineer, or registered land surveyor, certifying that the plans, taken together, fully and .accurately depict the layout, location, Unit numbers, and dimensions of the Units as built are recorded with and made a part of this Master Deed. Said plans are listed on a schedule annexed hereto and incorporated herein, which together with copies of said plans are collectively referred to as Exhibit 8. (9) Statement of Purposes. The Building and Units are intended to be used as follows: (A) Use. The M-Units are intended only for motel purposes and are to be used in conformance with applicable Town of Barnstable Zoning Ordinances. The R-Units shall be devoted to a restaurant/lounge/bar use, and secondarily for any purpose permitted by the applicable zoning ordinance; (B) Management. The Trustees of the Condominium Trust shall continue to operate, maintain and manage all M-Units as a first-class motel-type building; and to provide the types of services and number of attendants as the Condominium Trust shall from time to time decide are appropriate for the proper care and services of the building. (10) Restrictions on Use. . Unless otherwise permitted in a writing executed by a majority of the Trustees of the HYANNIS HARBORVIEW RESORT CONDOMINIUM TRUST pursuant to the provisions thereof: (A) No use may be made of any M-Unit except as a motel for the owner thereof, the members of their immediate families and guests or his permitted lessees.. M-Unit owners shall be required to pay a 7 reasonable rental for the use of his Unit, which shall be established yearly by the Trustees of the Condominium Trust. (B) The architectural integrity of the Building and the Units shall be preserved without modification, and i--o that end, no awning, screen, antenna, sign, banner or other device., and no exterior change, addition, structure, projection, decoration or other feature shall be erected or placed upon or attached to the Building, any Unit, or any part thereof (C), No Unit shall be used or maintained in a manner contrary to or inconsistent with this Master Deed and -the Condominium Trust; (D) The use of the Common Elements may also be restricted under provisions of the Condominium Trust; (E) Any and all recreational facilities included as a part of the Condominium are, and shall be, common facilities intended to be used for the recreation and enjoyment of the 'Unit Owners and their families and guests, and motel guests, subject to provisions of the By- Laws of the HYANNIS HARBORVIEW RESORT CONDOMINIUM TRUST and Rules and Regulations promulgated pursuant thereto. (F) Access to Unit. The Trustees of the Condominium Trust specifically reserve the right to enter Units at reasonable times for purposes of cleaning, repair and maintenance., or for making emergency repairs therein necessary to prevent damage to the common elements and facilities or to another Unit or Units, and for such other purposes as are consistent with the operation of a motel; (G) Interior Decoration, Furniture and Equipment. For purposes of maintaining uniformity and high standards of decor, furniture and equipment, M-Unit Owners shall not decorate their Units, 8 obtaining the wriLLen permission V= L11C "1LUbt-CWV0 VL u1c %-.V11a4v11111114A1 Trust; i (H) Pets. No animals of any kind, including reptiles, birds and ordinary household pets, shall be kept or permitted in any Unit without the written consent of the Trustees of the Condominium Trust; (I) Rules and Regulations. The use of the Premises and Units are also subject to the provisions of the Condominium Trust and rules and regulations promulgated pursuant thereto and recorded herewith; (J) These restrictions shall be for the benefit of all Unit Owners and shall be administered on behalf of the Unit Owners by the Trustees and shall be enforceable solely by the Trustees, insofar as permitted by law, and insofar as permitted by law shall be perpetual; and to that end may be extended at such time or times and in such manner as permitted or required by law for the continued enforceability thereof. No Unit Owner shall be liable for any breach of the provisions of this paragraph except such as occur during his or her Unit ownership. (11) Management and Regulatory Organization. The. organization through which the Unit owners will manage and regulate the Condominium established hereby is the HYANNIS HARBORVIEW RESORT CONDOMINIUM TRUST, under Declaration of Trust, to be filed herewith. The Condominium Trust establishes an organization of which the Unit Owners shall be members and in which Unit owners shall have Beneficial Interest in proportion to the percentage of undivided interest in the Common Elements of the Condominium to which they are entitled under this Master Deed. The names and the addresses of the original and present Trustees of which Trust are as follows, 9 SEYMOUR I. ZIMMERMAN, Daisy Hill Road, Hyannis, Massachusetts GARY ZIMMERMAN, 108 Fleetwood Path, Marstons Mills, Massachusetts The Trustees have enacted By-Laws which are set forth in the Condominium Trust, pursuant to and in accordance with provisions of the Condominium Statute (the "By-Laws") . The term "Trustees" as hereinafter used shall be deemed to include the successors in trust to the original trustees and to mean the trustees or trustee for the time being under the Condominium Trust. (12) Amendments. Except for the amendments creating Phases II, III, IV and V described in paragraph (17) hereof, this Master Deed may be amended by an instrument in writing (a) signed by one or more Unit owners entitled to sixty-seven (67%) per cent or more of the Beneficial Interest in the Common Elements; and (b) signed and acknowledged by a majority of the Trustees of the Condominium Trust, and (c) duly recorded with the Barnstable County Registry of Deeds; PROVIDED, HOWEVER, that: (A) No instrument of amendment shall be effective unless also signed by the Declarant, so long as the Declarant owns any of the Units; (B) The date on which any instrument of amendment is first signed by a Unit Owner shall be indicated thereon as the date thereof, and no such instrument shall be of any force or effect unless the same has been so recorded within six months after Such date; (C) No instrument of amendment which palters the percentage of the Beneficial Interest to which any Unit is entitled in the Common Elements shall be of any force or effect unless the same has been 10 amended :Master Deed, except as otherwise provided in paragraph (17) hereof; (D) No instrument of amendment affecting any Unit in any manner which impairs the security of the holder of a first mortgage of record shall be of any force or effect unless the same has been assented to by the holder of such mortgage; (E) No instrument of amendment which alters this Master Deed in any manner which would render it contrary to or inconsistent with any requirements or provisions .of the Condominium Statute shall be of any force or effect] (F) No instrument of amendment which purports to affect any rights reserved to or granted to the Declarant shall be of any force or effect before the Declarant has conveyed title to all Units unless the Declarant executes the instrument of amendment; and (G) Notwithstanding the foregoing, the Declarant, so long as it owns mire than ten (10%) percent of the undivided interest in the common areas and facilities, reserves the right at any time to amend this Master Deed, as may be required by any lending institution, title insurance company or public body, or in such manner as the Declarant may determine to be necessary in its sole discretion provided that such amendment shall not change the rights and privileges of first mortgagees, increase the proportion of Common Expenses borne nor decrease the ownership of Common Elements held by the Unit Owners, change the Unit Owners voting rights or change the size of the Common Elements to the prejudice of the Unit Owners. Said amendment need only be executed and acknowledged by the Declarant and the consent of the Unit Owners, the Condominium Trust, the holders of any liens or 11 mortgage encumbering a Condominium Unit, or any other shall not be required. (G) The Beneficial Interest of each Unit of the Condominium shall be held and exercised as a Unit and shall not be divided among several owners of any such Unit. To that end,• whenever any Unit is owned of record by more than one person, the neveral owners of such Unit shall: (a) determine and designate which one of such owners ` shall be authorized and entitled to cast votea, execute instruments, and otherwise exercise the rights appertaining to such Unit hereunder, and (b) notify the Trustees of such designation by a notice in writing signed by all of the record owners of such Unit. Any such designation shall take effect upon receipt by the Trustees and may be changed at any time and from time to time by notice as aforesaid. In the absence of any such notice of designation, the Trustees may designate any one such owner for such purposes. (13) Units Subject to Master Deed, Unit Deed, Condominium Trust, etc. (A) All present and future owners, tenants, visitors, servants and occupants of a Unit shall be subject to, -and shall comply with, the provisions of: (a) this Master Deed, (b) the Unit Deed conveying such Unit, (c) the Condominium Trust and By-Laws, (d) the items affecting the title to and the use of the Land, and (e) Chapter 183A. The acceptance of a deed or conveyance or the entering into occupancy of any Unit shall constitute an agreement that: (a) the provisions of (1) this Master Deed, (2) the Unit Deed, if any, conveying such Unit, (3) the Condominium Trust and the By-Laws and Rules and Regulations promulgated pursuant thereto, as they may be amended from time to time, and (4) the said items affecting title to and use of the Land 12 occupant, and all of such provisions shall be deemed and taken to be covenants running with the land, and shall bind any person having at any time any interest or estate in such Unit, as though such provisions were recited and stipulated at length in each and every deed or conveyance or lease thereof, and (b) any violation of the provisions of this Master Deed, such Unit Deed, the Condominium Trust and By-Laws or Rules and Regulations promulgated pursuant thereto by any such person shall be deemed a violation of the duties of the Unit Owner. (B) The failure of any Unit owner to comply with any of the provisions of the Master Deed, Condominium Trust, the Rules and Regulations adopted pursuant to said Trust, and the Condominium I Statute shall give rise to a cause of action in the Trustees and any aggrieved Unit Owner, which they may enforce in any manner permitted by law, including without limitation by court action for injunctive relief and/or damages. (14) Pipes, wires, Ducts, Cables, Conduits, Public Utility Lines, and other Common Elements Located Inside of Units. Each Unit Owner shall have an easement in common with owners of all other Units to use all pipes, wires, ducts, cables, conduits, public utility lines and other Common Elements located in any of the other Units and serving his Unit. Each Unit shall be subject to an easement in favor of the owners of all other Units to use the pipes, wires, ducts, cables, conduits, public utility lines and other Common Elements serving such other Units and located in such Unit. The Trustees shall have aright of access to each Unit to inspect the same, to remove violations therefrom, and to maintain, repair, or replace the Common Elements 13 r contained therein or elsewhere in the Building. (15) Encroachments. - If any portion of the Common Elements encroaches upon any Unit, or if any Unit now encroaches upon any portion of the Common Elements, or if any such encroachment shall occur hereafter, as a result of settling or shifting of the Building or alterations or repairs of the Common Elements made by or with the Consent of the Trustees, or as a result of condemnation or eminent domain proceedings, a valid easement shall exist for such encroachment and for the maintenance of the same so long as such Building shall stand. (16) Additional Rights for Benefit of Holders of Mortgages. . Declarant and the Unit owners hereby agree as follows: (A) That in the event any right of first refusal in case of the sale of a Unit is adopted by the Unit Owners and incorporated in this Master Deed and the Condominium Trust, such right of first refusal shall not impair the rights of a holder of a mortgage to: (1) Foreclosure or take title to a Unit pursuant to the remedies provided in the mortgage; or (2) Accept a deed (or assignment) in lieu of foreclosure in the event of a default by a mortgagor; or (3) Sell or lease a Unit acquired by the holder of a mortgage through the procedures set forth in paragraph (1) and/or (2) above; (B) That any person taking title to a. Unit through a foreclosure sale duly conducted by a holder of a mortgage shall be exempt from any right of first refusal adopted by the Unit Owners and incorporated in this Master Deed and the Condominium Trust; (C) That any mortgage lender who obtains title to a Unit by 14 f ' or by law will not be liable for such Unit' s unpaid Common Charges, dues or other assessments which accrued prior to the acquisition of title to such Unit by the mortgagee; (D) That unless at least sixty-seven (67%). per cent of holders of first mortgages on the individual Units (based upon one vote for each mortgage owned) of the Condominium have given their prior written approval, neither the Unit Owners nor the Trustees shall be entitled to: (1) By act or omission, seek to abandon or terminate the Condominium (except for abandonment provided by statute in case, of substantial loss to the Units and Common Elements) ; (2) Change the pro rata interest or obligations of any individual Unit for the purpose of: (a) levying assessments or charges or allocating distributions of hazard insurance proceeds or condemnation awards; or (b) determing the pro rata share of ownership of each Unit in the Common Elements; (3) Partition or subdivide any Unit; (4) By act or omission, seek to abandon, partition, subdivide, encumber, sell, or transfer the Common Elements, PROVIDED, HOWEVER, that the granting of easements for public utilities or for other public purposes consistent with the intended use of the Common Elements by the Condominium and the exercise of other actions with respect to granting easements of Common Elements contemplated herein, - including the granting of exclusive rights and easements of use with respect to parking spaces and storage bins, shall not be deemed an action for which any priot'approval of a mortgagee shall be required under this subparagraph; 15 i (5) Use hazard insurance proceeds for losses to any property of the Condominium (whether to Units or to Common Elements) for other than the repair, replacement, or reconstruction of such property of the Condominium, except as provided by statute in case of a taking of or substantial loss to the Units and/or Common Elements; (6) Take any action or make any decision to terminate professional management and assume self-management of the Condominium; (E) That all taxes, assessments, and charges which may become liens prior to a first mortgage under the laws of the Commonwealth of Massachusetts shall relate only to the individual Units and not to the Condominiun as a whole; (F) That in no case shall any provision of the Master Deed or the Condominium Trust give a Unit Owner or any other party priority over any rights of a mortgagee of the Unit pursuant to its mortgage in the case of a distribution to such Unit Owner of insurance proceeds or condemnation awards for losses to or a taking of such Unit and/or the Common Elements; (G) That any holder, insurer, or guarantor of any first mortgage, upon request to the Trustees, will be entitled to: (1) Written notification from the Trustees of any default by its borrower who is a Unit Owner with respect to any obligation of such borrower under this Master Deed or the provisions of Condominium Trust which is not cured within sixty (60) days; . (2) Inspect the books and records of the Condominium Trust during normal business hours (3) Receive an audited annual financial statement of the Condominium Trust within ninety (90) days following the end of any 16 1 I ' (4) . Written notice of all meetings of the Condominium Trust, and be permitted to designate a .representative to attend all such meetings; (5) Prompt written notification from the Trustees of any damage by fire or other casualty to the Unit upon which the lender holds a mortgage or proposed taking by condemnation or eminent domain of said Unit or the Common Elements; and (6) Written notice of a lapse, cancellation or material modification of any insurance policy or fidelity bond maintained by the Trustees. (H) That no agreement for professional management of the Condominium or any other contract with Declarant may exceed a term of three (3) years, and that any such agreement shall provide for termination by either party without cause and without payment of a termination fee on ninety (90) days' or less written notice. The Declarant intends that the provisions of this paragraph comply with the requirements of the Federal Home Loan Mortgage Corporation and Federal National Mortgage Association with respect to condominium mortgage loans, and all questions with respect thereto shall be resolved consistent with that intention. (17) Creations of Phases II, III, IV and V. (A) The Declarant reserves and shall have the right, without the consent of any Unit owner or mortgagee, to amend this Master Deed so as to include in this Condominium Phases II, III, IV and V thereof, pursuant to and in accordance with the following provisions of this I paragraph (17) . (B) Phase II shall consist of and shall include, the -addition 17 I Vl G WU1 %.YQiu a�co .as asa....._ -.. ... . �_• ___._— • ------- ----._ __ devoted to a restaurant use, and secondarily :for any purpose permitted by the applicable zoning ordinance. The proposed location of said CR- Unit is shown to be within Phase II on the Phase Plan - Site Plan of HYANNIS HARBORVIEW RESORT CONDOMINIUM filed herewith. Upon the recording of such amendment of this Master Deed, so as to include said Phase II, the Units and the common areas and facilities of this Condominium shall include the land hereinbefo.re described in paragraph (3) and the same elements, features, and facilities of the buildings and grounds which are described, defined and referred to in the foregoing paragraph (6) hereof as Common Elements and facilities. The Declarant, or its successors in interest, shall have the right, prior to the execution and recording of the amendment creating said Phase II, to change the size, layout, and percentage interest in the common areas and facilities set forth in this Master Deed with respect to Units in said Phase II, but no such change shall alter the percentage interest in the common areas and facilities set forth in Exhibit 4 of this Master Deed with respect to Phase I Units. (C) Phase III shall consist of and shall include the addition of and R-Unit which shall be devoted to a restaurant use, and secondarily for any purpose permitted by the applicable zoning ordinance. The proposed location of said R-Unit is shown to be within Phase III on the Phase Plan - Site Plan of MAANNIS HARBORVIEW RESORT CONDOMINIUM filed herewith. Upon the recording of such amendment to this Master Deed so as to include said Phase III, the Units and the common areas and facilities of this Condominium shall include the land hereinbefore described in paragraph (3) and the same elements, 18 hereof as Common Elements and facilities. The Declarant, or its successors in interest, shall have the right, prior to the execution and recording of the amendment creating said Phase III, to change the size, layout, and percentage interest in the common areas and facilities set forth in this Master Deed with respect to Units in said Phase III, but no such change shall alter the percentage interest in the common areas and facilities set forth in Exhibit 5 of this Master Deed with respect to Phase I and II Units. (D) Phase IV shall consist of and shall include, the addition of seven (7) M-Units. . WIth respect to said Phase IV, the Declarants reserve the right to convert R-Unit 1, as shown on the Flocr Plans filed herewith, into seven (7) additional M-Units as may be permitted by the Town of Barnstable Zoning By-Laws, or by special permit or variance. The rights to change the use of said R-Unit 1 from an R- Unit to M-Units shall expire, with respect to such Unit, upon the Declarant' s conveyance of such R-Unit 1 to a party other than the Declarant or its successors or assigns. Upon the recording of such amendment of this Master Deed so as to include said Phase IV, the Units and the common areas and facilities of this Condominium shall include the land hereinbefore described in paragraph (3) and the same elements, features, and facilities of the Buildings and grounds which are described, defined and referred to in the foregoing paragraph (6) hereof as Common Elements and facilities. The Declarant, or its successors in interest, shall have the right, prior to the execution and recording of the amendment creating said Phase IV, to change the size, layout, and percentage interest in the common areas and 19 L3C111L1Ci3 17Cl.. 1V1l.lt lu t.aa+v aawv .va a+cca+ ..+ -.• +vvt.vv.. ..v ....+..v +.. ....++ Phase IV, but, no such change shall alter the percentage interest in the common areas and facilities set forth in Exhibit 6 of this Master Deed with re spect to Phase I, II, and III Units. (E) Phase V shall consist of and shall include, an addition containing thirty (30) additional M-Units shoum to be within Phase V on the Phase Plan - Site Plan of HYANNIS HARBORVIEW RESORT CONDOMINIUM filed herewith. Upon the recording of such amendment of this Master Deed so as' to include said Phase V, the Units, and the common areas and facilities of this Condominium shall include the land hereinbefore described in paragraph (3) and the same elements, features, and facilities of the Buildings and grounds which are described, defined and referred to in the foregoing paragraph (6) hereof as Common Elements and facilities. The Declarant or its successors in interest, . shall have the right, prior to the execution and recording of the amendment creating said Phase V, to change the size, layout, and percentage interest in the common areas and facilities set forth in this Master Deed with respect to Units in said Phase V, but no such change shall alter the percentage interest in the common areas and facilities set forth in Exhibit 7 of this Master Deed with respect to Phase I, II, III, and IV Units. (F) If the Declarant has not amended this Master Deed so as to include said Phases II, III, IV and V in the condominium within seven (7) years after the date of recording of this Master Deed, then the foregoing reserved rights shall terminate and be of no effect with respect to said Phases II, III, IV and V; and nothing herein shall be deemed to obligate the Declarant to create said Phases II, III, IV 20 I contain, with respect to Phases II, III, IV and V, all the particulars required by the Condominium Statute. Without limitation of the foregoing, the designation of each Unit in Phases II, III, IV and V, a statement of its location, approximate area, number of rooms, and immediate common area to which it has access and its proportionate interest in the common areas and facilities shall be set forth, respectively, in the amendment creating said Phases II, III, IV and V. No such amendment to this Master Deed shall be effective until it is recorded with the Barnstable County Registry of Deeds. (H) The Declarant further reserves for itself, its successors and assigns, in its sole discretion, to abandon its intention to create Phases II, . III, IV and V of the Condominium, as set- forth above, and may, in its discretion, record a statement to said effect with the Barnstable County Registry of Deeds, and, upon the recording of said instrument, the rights hereinbefore reserved to create Phases II, III, IV and V shall thereby terminate upon the date of recording of said statement. ' (18) Declarant's Reservation of Rights; Assignment of Declarant's Rights. In addition to all other rights of Declarant hereunder and pursuant to Declarant' s right to amend this Master Deed so as to create Phases II, III, IV and V as set forth in paragraph (17) hereof, Declarant reserves unto itself, its agents, servants, employees, independent contractors, workmen, work crews, successors and assigns the rights and easements to use, occupy and alter, for construction purposes only, the land described in paragraph (3) and the building described in paragraph (4) , for all purposes necessary or desirable in 21 order to construct the units in rnases 11, 11.1, 1v ana v ana the rxgnt to grant easements across said land for the installation of utilities and the right to grant easements to others to use the roadways and paths for vehicular and pedestrian traffic. (A) Without limiting the generality of the foregoing and in furtherance thereof, the Declarant reserves unto itself, its agents, servants, employees, independent contractors, workmen, work crews, successorE and assigns, the following rights to be in full force and effect until the last of the Condominium Units► in Phases I, II, III, IV and V are conveyed of record by the Declarants the right to access, ingress and egress over and upon the land described in paragraph (3) and the building described in paragraph (4) hereof and the common areas and facilities of the Condominium, including that deemed by the Declarant to be necessary for marketing purposes and for the work of construction, reconstruction, rehabilitation, improvement and other work in Progress or contemplated by Declarant in connection with the creation and construction of said Phases II, III, IV and V; the right to lay, maintain, repair and replace, construct and install and connect all utilities, utility lines, poles, ducts, conduits and similar facilities to serve any or all of the Condominium Units in Phases I, II, III, IV and V and the common areas and facilities and all conduits, ducts, plumbing, wiring and other facilities for the furnishing of power, light, air, and all sewer- and drainage pipes, septic tanks and sewerage disposal systems to serve any or all of the Condominium Units in Phases I, II, III, IV and V and the common areas and facilities; to pass and repass by foot and vehicle over all driveways, roadways, accessways and walkways, whether now existing or { 22 transportation of construction materials, equipment and personnel for the purposes of constructing said Phases II, III, IV and V; to construct buildings and improvements on the land described in paragraph (3) hereof and as shown on the Phase Plan - Site Plan filed herewith and to engage in all activities necessary or appropriate to accomplish the same, including without limitation the right to grant to others including any public utility or authority, easements for the installation and maintenance of utilities for the benefit of said Phases II, III, IV and V; to store construction materials, equipment and supplies in those portions of the common areas and facilities not subject to rights of exclusive use appurtenant to any unit; to restrict ( for periods of not more than eight (8) hours at any time during any day) the use by Unit Owners of common areas and facilities to facilitate construction or for purposes of safety (provided, of course, no Unit Owner shall be denied at least one means of access to his Unit during such periods of restriction) ; to leave debris resulting from construction in the common areas and factilities, but only during working periods; provided the same do not endanger safety and provided Declarant remove all such debris as soon as reasonably practicable; to reasonably interrupt for brief intervals of time water, electric and other utilities and service provided by such utility lines, pipes, wires, cables, conduits and sewerage and drainage lines in order to facilitate construction of said Phases II, III, IV and V or in order to facilitate the installation of appliances or fixtures in the Units and/or common areas and facilities under construction without liability for such interruption of service, 23 provided however that the Declarant shall use its best efforts to minimize any such interruption of service; to park vehicles used in connection with the construction work or incident thereto in parking areas which have not been assigned to any, specific Unit; and, in general, the right to do all things necessary or desirable in order to construct and complete all of the Condominium Units in Phases I, II, III, IV and V and the common areas and facilities in connection therewith. (B) The Declarant reserves the right to change the interior I, design and arrangement of all Units and to alter the boundaries between Units, as long as the Declarant owns the Unit so altered; however, no such change shall increase the niunber of Units in Phase I nor alter the boundaries of the Common Elements, except the party wall between any Condominium Units, without amendment of this Declaration in the manner hereinbefore set forth. If the Declarant shall make any such changes in Units, such changes shall be reflected by the amendment of this Master Deed with a survey attached, reflecting such authorized alteration of Units, and said amendment need only be executed and acknowledged by the Declarant a:nd any holders of first Mortgages encumbering the said altered Units and the consent of the Unit Owners, the Trust, the owner and holder of any lien encumbering any other Condominium Unit, or any others, shall not be required. The survey shall be certified in the manner required by Massachusetts General Laws, Chapter 183A. Any changes made hereunder which alter the percentage of the undivided interest of each Unit Owner in the common area and facilities shall not be made without the consent of all Unit owners and mortgagees, as provided in Massachusetts General 24 invalid or shall conflict with the Condominium Statute, or if any provision of this Master Deed conflicts with any other provision thereof or with any provision of the Condominium Trust, then the following rules of construction shall be used; (A) In the event of a conflict between the Master Deed and Chapter 183A, the provisions of the Condominium Statute shall control; (B) The invalidity of any provision of the Master Deed shall not impair or affect the validity or. enforceability of the other . provisions of this Master Deed, and such remaining provisions of this Master Deed shall continue in full force .and effect as if such invalid provision had never been included herein; (C) In the event of any conflict between the preceding paragraph and any other provisions of this Master Deed or the i Condominium Trust, the provisions of said preceding paragraph shall control; (D) In the event of any conflict between the Master Deed and the Condominium Trust, the provisions of the Master Deed shall control. (20) Waiver. No provision contained in this Master Deed shall be deemed to have been abrogated or waived by reason of any failure to enforce the same, irrespective of the number of violations or breaches which may occur. (21) Captions. The captions herein are inserted only as a matter of convenience and for reference,- and in no way define, limit or describe the scope of this. Master Deed nor the intent .of any provision hereof. (22) Assignment of Rights of Declarant. Declarant, by deed or by 25 rr separate assignment, shall be entitled to assign any and all of its rights- hereunder and under the Condominium Trust, at any time and from time to time, to any person, trust, entity, or the Condominium Trust as may be determined by Declarant. (23) Registering and Recording. All documents and instruments required to be recorded hereunder shall be so recorded with the Barnstable County Registry of Deeds. EXECUTED as a sealed instrument on this tenth day of September, 1986. HYANNIS HARBORVIEW, INC. By: GARIW , President COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, ss. September 10 , 1986 Then personally appeared the above named GARY ZIMMERMAN, President as aforesaid, and acknowledged the execution of the foregoing instrument to be his free act and deed, before me, 7 ohn D. Roberts, Jr. Notar,1 Public My Commission Expires: December 10, 1987 26 i� OF HYANNIS HARBORVIEW RESORT CONDOMINIU[+! DESCRIPTION OF LAND A certain parcel of land, together with the buildings thereon, being shown on a Plan entitled, "Plan of Land in Barnstable (Hyannis) , Mass. , Prepared For: Hyannis Harbor Tours, Inc. , " dated E]arch 9 , 1982, by Cape Cod Survey Consultants, recorded with said Deeds in Book 362, Page 54, and being bounded and described according to said plan as follows: Beginning at a point on the westerly sideline of Ocean Street and then running NORTH 86-49-40 WESTERLY by land now or formerly of Hyannis Chowder House, Inc. , by land now or formerly of Margaret T. Murtha and by land now or formerly of A. John Chasson two hundred ten and 00/100 ( 210.00) feet to a point; thence NORTH 03-10-20 EASTERLY by said land of Chasson thirty-seven and 14/100 ( 37. 14) feet to a point; thence NORTH 86-49-40 WESTERLY by said land of Chasson seventy-three and 78/100 (73.78) feet to a point; thence NORTH 03-10-20 EASTERLY along the easterly sideline of Bay Street four hundred twenty-one and 07/100 ( 421.07) feet to a point; thence On a curve to the right of a radius of thirty-five and 74/100 ( 35.74) feet along said sideline of Bay Street fifty-eight and 82/100 ( 58.82) feet to a point; thence SOUTH 8 2-39-30 EASTERLY along the southerly sideline of Bay Street three hundred thirty and 54/100 ( 330.54) feet to a point; thence On a curve to the right of a radius of twenty-five and 37/100 ( 25.37) feet along said sideline of Bay Street forty-four and 08/100 ( 44.08) feet to a point; thence SUUTH Id-D3-3V WLbI'ZAI.X dIVII9 L.IIU WCSLCL.LY .blUCI111V VL VL:CdII Street four hundred fifty-one and 44/100 ( 451.44) feet to the point of beginning. Containing 161,933 square; feet, more or less, according to said plan. For Declarants Title see Deed of Zimmerman Realty Trust dated July 1, 1986 recorded herewith. I HYANNIS HARBORVIEW�RESORT CONDOMINIUM DESCRIPTION OF BUILDING I OF PHASE 1 Until the amendment of the Master Deed, as is hereinbefore provided in paragraph (17) to create Phases II, III, IV, and V of the Condominium, the Units of the .Condominium shall be only those included within the building of Phase 1 as shown on the Condominium plans filed herewith. A. The building of Phase I is of wood frame construction, with cedar shingle siding, asphalt shingle roof and poured concrete foundation on wood pilings. The interior is sheet rock on wood frame walls and ceilings. Said Building has two (2) floors and contains 135 M-Units designated 101 - 112, 114 - 144, 201 - 212, 214 - 238, 301 - 312, 314 - 325, 401 - 412, 414 - 425, B, Cr D, E, F, G, H, J, R, and 2 .R-Units designated R1 and R2. Said Building also contains one reception room/office, one indoor swimming pool, one game room, and one combination sauna-shower and locker room. r HYANNIS HARB•ORVIEW RESORT CONDOMINIUM I HYANNIS HARBORYIEW PHASE: I BENEFICIAL NUMBER & COMPOSITION UNIT INTEREST SQ. FT FLOOR LEVEL _ OF ROOMS 101 0.67 353 102 0.60% 349 First Floor 1 Room, 1 Bath 103 0.63e• 349 Units 101 -• 112 104 0.63% 349 114 - 144 , 105 0.63% 325 301 - 312 , 106 0.511% 257 314 - 325 107 0.60% 349 inclusive 34 9 108 0.635, 34.9 Second Floor 1 Room, 1 Bath 10 0 110 G.86m 348 Units 200 - 212 , ;, 3 214 - 238, 111 Q. 337 I.86%;, ,, Z � 401 _ 412, 112 0.86,!0 349 414 - 425 r•'W 7C- 114 inclusive 115 0.86?.C7. 346 116 0.86% 337 Second Floor 2 Rooms including loft , 117 0.86 r 350 Units 501 - 510 1 Bath 118 11.8.61 349 inclusive 119 0.86•� 343 12iI 0.60; 351 121 0.60% 274 T 122 0.56 r{• 225 . 123 0.60% 344 124 0.E.017, 210 125 0.63% 28no 126 0.63% 273 127 0.63` 28r� 128 0.63`T 289 129 0.63% 289 130 0.63% 290 131 0.60% 289 13' 0.60% 375 133 0.60% 375 134 0.45% 190 135 0.45% 217 136 0.45% 256 137 0.45% 229 138 0.89% 290 139 0.60% 299 140 0.60% 289 141 0.60;" 295 142 0.51,h 305 143 0.52% 301 r 144 0.52% 275 SUBTOTAL 28.1 l-rT, HYANNIS HARBORYIEW PHASE I i . UNIT INTEREST SQ. FT 200 1.86% 0 , 201 0.93% 361 202 0.93% 390 203 0.63% 350 204 0.71% 349 205 0.71% 352 206 0.71% 344 207 0.56% 345 208 0.78% 349 209 0.92% 351 210 0.92% 350 211 0.92% 349 212 0.92% 341 214 0.92% 350 215 0.92% 350 216 0:92ro 347 217 0.92% 333 218 0.92`T 353 219 0.92% 350 220 0.92`T 347 221 0.92% 354 222 0.71% 300 223 0.56% 254 224 0.60% 348 225 0.67% 288 226 0.71% 290 227 0.71% 289 228 0.71% 289 229 0.71% 289 230 0.71% 290 231 0.71% 290 232 0.71%, 290 233 0.56% 230 234 0.56% 229 235 1.01% 312 236 1.01% 317 ' 237 0.56,E 203 238 0.56% 208 SUBTOTAL 30.63% HYANNIS HARBORYI EW PHASE I UNIT INTERE5T SO. FT 301 0.52% 359 302 0.56% 359 303 0.52%, 365 304 0.56'G 353 305 .0.56% 35.E 307 0.56; 355 308 0.567:, 350 309 '0.56% 365 310 0.56'r 353 311 0.6rj',T 353 312 0.56'0 353 314 0.56% 354 315 0,60% 354 316 0.56;r 353 317 0.56% 354 318 0.56% 356 319 0.52$7, 358 32!i 0.567-c. 350 T 321 tr.6rr;�. 348 322' 0.56% 347 321 0.63% 349 32 5 332 325 0.63-r`�.. 352 326 p 0.00 327 O.00 328 0:00 329 0:00% 330 0.00'n 331 0.00 CIS 332 0.00'w SUBTOTAL h HYANNIS HARBORYIEW PHASE I UNIT INTEREST Sq_ FT 401 0.52% 360 ' 402 0.60% 360 403 0.52% 364 404 0.60% 352 405 0.60% 352 406 0.60% 351 407 0.60% 354 408 0.60% 349 409 0.63% 367 410 0.60% 352 411 0.60% 354 412 0.60% 352 414 0.60% 353 415 0.63'9, 353 416 0.60% 353 417 0.60% 354 418 0.60,E 357 419 .0.56 360 421 0.63% 349 423 0.78% 349 425 0.78% 354 501 1.29% 732 502 129;? 734 503 1.68% 806 504 0.86% 555 505 0.86% 553 506 0.86% 546 507 0.86% 546 508 0.86% 547 509 0.78% 535 510 0.89% 546 I SUBTOTAL 23.08; i I HYANNIS HARBORYIEW PHASE I UNIT INTEREST SQ. FT 601 0.00% 602 0.00% 603 0.00% 604 0.00% 605 0.00 z • 606 0.00% 607 0.00' 608 0.00% 609 U.00'7 610 0.00'n. 611 0,00% 612 0.00% 614 0.00% 615 0.00% 616 0.00 701 702 0.00% 703 0.00% 704 0.00t• 705 0.00% 706 0.00 707 0.00t 708 0.00` 709 0.00% 710 0.00% 711 0.00;r 712 0.00" 714 Cl.riO% 715 0.00% 716 0.00'T SUBTOTAL 0.0i i m R-1 3.91% 3446 First Floor 3 Rooms R-2 0.70:" 3206 First Floor 5 Rooms, 2 Baths R-3 0.00% R-4 0.00T SUBTOTAL 4.61 K 4' R00M.,r 95.3. ,. F + B 4.61 t. TOTAL 100.00, 1 HYANNIS HARBORYIEW PHASE II BENEFICIAL FLOOR NUMBER & COMPOSITION UNIT INTEREST SQ. FT LEVEL OF ROOMS 101 0.67% 353 , 102 0.59% 349 First Floor 1 Room, 1 Bath 103 0.63% 349 Units 101 - 112, 104 0.63%b 349 114 - 144, 105 0.63% 325 301 - 312, 106 0.52% 257 314 - 325, 107 0.59% 349 inclusive 108 0.63% 349 Second Floor 1 Room, 1 Bath 109 0.85% 348 Units 200 - 212, 110 0.85% 348 214 - 238, 1 1 1 G.85 w 337 401 - 412, 112 0.851- 349 414 - 425, 114 0.85%, 350 inclusive 115 0.85% 346 116 0.85% 337 Second Floor 2 Rooms including loft, 117 0.851 350 Units 501 - 510 1 Bath 118 0.85% 349 inclusive 119 0.85% 343 120 0.59% 351 , 121 0.59% 274 122 0.55% 225 123 0.59 r 344 124 0.59% 290 125 0.637 288 126 0.63% 273 127 0.63 286 128 0.63%. 289 129 0.63% 289 130 0.63% 290 131 0.59% 289 13.2 0.59% 375 - 133 0.59 fi 375 134 0.44% 190 135 0.44% 217 136 0.447 256 137 0.44% 229 138 0.89 v 290 139 0.59% 299 140 0.59% 289 141 0.59% 295 142 0.52;v 305 143 0.52% 301 144 0.52% 275 SUBTOTAL 27.83.E � . . . . NY■NIS HARBORY EW PHASE lI . UNIT INTER f . SQ. F ' \ 200 1.85 7 O . 201 0.92% 361 . . 202 0.927 390 203 0.63.9, 350 204 0.70% _ 349 . 205 0.70% 2. 352 206 0.701;7 344 207 0.557, . 34 . 208 0.78% 34 209 0.927 • 351 210 E 922 350 211 0.92% 349 212 0.92$ 341 214 0.92% 350 . 215 0.92% 350 216 0.927 347 217 0.927 . . 333 218 0.927 353 . 219 0.92IF, 350 . 220 0.927 347 221 0.927 354 . : 222 0.707 300 . 223 . 0.55% 254 224 0.59% 348 225 0,67% . ° 288 226 0.70$ 290 227 0.70% 289 228 0.70 2 289 229 0.70% 289 230 0.70% 290 231 0.70% 290 232 0.703 290 233 0.55% 230 234 0.557 229 23 E007 312 236 . 1.00$ 317 . 237 0.55% 203 238 0.55% 208 SUBTOTAL 30.40% , HYANNIS HARSQRYIEW PHASE II UNIT INTEREST SQ. FT 301 0.53% 359 ' 302 0.56% 359 303 0.53% 365 304 0.56% 353 305 0.56% 353 306 0.56% 353 307 0.56% 355 308 0.56% 350 309 0.56% 365 310 0.56% 353 311 0.59 0 353 312 0.56% 353 314 0.56%7, 354 315 0.59% 354 316 0.56n 353 317 0.557, 354 318 0.56% 356 319 0.53%), 358 320 0.55 a 350 321 0.591.7 348 322 0.55% 347 323 0.63% 349 324 0.555 332 325 0.63;5 352 326 0.00%" 327 0.003E 328 0.00% 329 0.00 330 0.00% 331 0.00% 332 0.00% ai SUBTOTAL 13.54% H ANNIS HARBORVIEW PHASE II . UNIT INTEREST SQ. FT 401 0 52% 360 402 0 59% 36O 403 &52% 364 . 4 0.592 . 352 405 &59% 352 406 0 59% 351 . 407 &591;71 354 8 E 595 . 349 409 &63% 367 410 0.59% 352 411 597 354 412 0 59% 352 414 0.513% 353 415 E 63% 353 . 416 0.597 353 417 &59% 354 418 ƒ597 357 419 E 55% 360 421 0.63% 34 423 0.78% 349 425 0.787 354 501 1.29£ 732 ; 502 1.297 734 503 1.66 7 806 504 E 85% 555 505 U 85% 553 506 E 857 546 507 0.85% 546 508 E 85% 547 509 0.785 535 ' 51O 0.89% 546 , SUBTOTAL 2287 3 I UNIT INTEREST SQ. FT 601 0.00% 602 0.00% 603 0.00% 604 0.00% 605 0.00% 606 0.00T 607 0.00; 608 0.00% 609 0.00% 610 0.00% 611 0.00% 612 0.00% 614 0.00 615 0.00% 616 0.00 701 0.00% 702 0.00 703 0.00% 704 0.00% 705 0.00% 70E. 0.00% 707 0,00% 708 0.00•9 709 0.00% 710 0.00% 71 1 0.00 712 0.00% 714 0.00 715 0.00% 716 0.00% SUBTOTAL O.CiCr R-1 3.88% 3206 First Floor 3 Rooms R-2 0.74% 34.46 First Floor 5 Rooms, 2 Baths R-3 0.74IF, R-4 0.00 SUBTOTAL 5.36% ROOMS 94.64' F + 8 5.36% TOTAL 100.00% HYANNIS HARBOaVIEW RESONT CUsLJUn1141UM . HY■NIS HARBOR¥|[¥ PHASE J II BENEFICIAL FLOOR NUMBER & COMPOSITION UNIT INTEREST SQ. F LEVEL OF ROOMS 101 0.65 7 353 102 0.57% 349 First Floor 1 Room, 1 Bath 103 0.61% 349 Units 101 - 112, 104 0.61% 349 114 - 144 , 105 0.61% 325 301 - 312, 106 &5OO 257 inclusive 107 . 0.577 349 108 . 0.61% 349 Second Floor 1 Room, 1 Bath 109 . 0.83m 348 Units 200 - 212 , 110 $8t¢ 348 214 --238, 111 E 83$ 337 401 - 412, 112 E83g 34 - 414 - 425, 114 0.837 350 ' inclusive 115 0.832 346 116 E83% 337 Second Floor 2 Rooms including loft 117 0.837 350 Units 501 - 510, 1 Bath 118 0.83Q 349 inclusive 119 0.83$ 343 120 C 573 . 351 121 0.577 274 122 0.543 225 123 0.577 344 124 0.577 290 125 0.61% 288 126 0.61% 273 . . 127 0.61% 286 128 0.61% 289 129 0.61% 289 130 0.617 290 131 0.577 289 !32 0.577 375 . 133 L.577, 375 134 0. S 190 . . . 135 . 0.437 217 - 136 0.437 256 137 0.43 S 229 138 0.86 7 290 139 0.57% 299 140 0.572 289 141 0.57% 295 142 0.50177. 305 143 0.50% 301 144 0.502 275 • SUS L&[ 2/0!2 . HYANNIS HARBORYIEW PHASE III UNIT INTEREST SQ.-FT 200 1.82% 0 201 0.90% 361 202 0.90% 390 203 0.61% 350 204 0.68% 349 205 0.68% 352 206 0.68% 344 207 M4% 345 208 0.75% 349 209 0.90% 351 210 0.90% 350 211 0.90% 349 212 0.90% 341 214 0.90% 350 215 0.90% 350 216 0-90 347 217 0.9059, 333 218 0.90% 353 219 0. ' 3535090 220 0.90% 347 221 0.90% 354 ` 222 0.68 n 300 223 0.54'FT, 254 224 0.57% 348 225 0.65% 20 226 0.68%. 290 227 0.68% 269 . 228 0.�8 28 229 0.68;% 289 230- 0.68% 290 231 0.68% 290 232 0.68% 290 233 0.54% 230 234 0,54% 229 235 0.97% 312 236 0.97% 317; 237 0.54% 203 238 0-54% 208- SUBTOTAL 29.667c. N ANNIS HARBOR IEW PH S[ III UNIT INTEREST SIFT 301 . 0 50% 359 302 E 54% . . 359 303 &50% 365 304 0.54% 353 305 0.54% 353 306 0.54% 353 : 307 0.54% 355 308 0.547. 350 309 0.54% . 365 310 0.5 353 311 0.57% . 353 312 0.547 353 . 314 0.543 354 315 0.577 354 316 0.54% . 353 317 054% 354 318 0.54% 356 319 0.503 35 E 320. C 54S 350 321 ` 157% 34 322 &54% 347 . 523 0 61% 349 324 . &54 332 325 0.61% 352 , 326 0 0% 327 . 0 0% 328 0 0% 329 0 00« 330 0 0% 331 DIM 332 B00% SUBTOTAL 13.O7 7 HYANNIS HAR80RYIEW PHASE JI1 UNIT INTEREST SQ. FT 401 0.50% 360 402 0.57% 360 403 0.50% 364 404 0.57% 352 405 0.57% 352 406 0.57% 351 407 0.57% 354 408 0.57% 349 409 0.6131 367 410 0.57% 352 411 0.57% 354 412 0.57% 352 414 0.57% 353 415 0.61% 353 416 0.57% 353 417 0.57% 354 418 0.57% 357 419 0.54% 360 421 0.61% 349 423 0.75% 349 425 0.75% 354 501 1.26% 732 502 1.26',:; 734 503 1.62% 806 504 0.8317 555 505 0.83% 553 506 0.83% 546 507 0.839. 546 50i i 0.83% 547 509 0.75% 535 510 0.86% 546 SUBTOTAL 22.18% HY N■IS HARBOR IE¥ PHASE IlI UNIT INTEREST SQ. FT 601 EQO« 602 E DO: 603 0 00% 604 0.DOS 605 0.DO2 606 0.OOill" 607 0.00 S 608 0.00% 609 . 0.00% 610 &OO7 611 0.00% 612 0.00% . 614 0.00% . 615 0.00 7 616 0.00% 701 0.OO$ 702 O.005 . . 703 0.00% 704 . $00% 701, 0.00% 706 0.OO 7 707 0.0071. 708 $OO$ . 709 0.00% 710 0.00 3 0.00 712 0.00 714 0.007, 715 0.00% 716 0.00 3 SUBTOTAL EQO 3 R- 1 3.77% 3206 First Floor . 3 Rooms R-2 &72% 3446 Fist Floor 5 Rooms, 2 Baths R-3 0.72% R-4 2.872 . SUBTOTAL E087 ROOMS 9 1.92% : i F + B S.083 TOTAL . 10ƒ00« j HYANNIS HARBORYIEW PHASE IV i BENEFICIAL FLOOR NUMBER & COMPOSITION UNIT INTEREST SQ. FT LEVEL OF ROOMS 101 0.65% 353 102 0.57% 349 First Floor 1 Room, - 1 Bath 103 0.61% 349 Units 101 - 112, 104 0.61% 349 114 - 144, 105 0.61% 325 301 - 312, 106 0.50% 257 314 - 325 107 0.57% 349 inclusive 108 0.61% 349 109 0.83% 348 -,Second. Floor I Room, 1 Bath 110 0.83% 348 Units 200 - 212, ill 0.83% 337 .214 238 112 0.83% 349 401 - 412',` . 414 425, 114 0.83% 3:50 inclusive 115 0,83% 346 116 0.83 337 Second Floor 2 Rooms including 117 0.83% 350' Units. 501 = 510 loft, 1 . Bath . 118 0.837 349 inclusive 119 0:8 3;'; 34.; 120 0.57% 351 121 0.571t 274 122 0.54% 225 123 0.57 124 0.57% 290' 125- 0.61% 2$8` 126 0.61 273 127 0.61%. 286 128 0.61% 289 129 0.61% 2.89 130 0,61% , 290 131 0.57% 289 132 0.57;R 375 133 0.57% 375` 134 0.43% 190 135 0.43% 2,17 136 0.43% 256 •' 137 '0.431;; 229.= 138 0.86;': 290 139 0.57% 299 140 0.57%, 289 141 0.57% 295' 142 0.50% 305 148 0:50;15 301' 144 0.50% 275 y SUBTOTAL 27.01 �IT 6 r f a �;. q HYANNIS HARBORYIEW PHASE IV UNIT INTEREST SQ. FT 200 1.81% 0 201 0.90% 361 202. 0.901 390 203 0,61% 350 204 0.68% 349 205 0.68% 352 206 0.68S 344 207 0.54% 345 208 ". 0.75% 349 209 0.90% 351 210 0.90% 350 211 , 0.9i_i 349 212 0.90% 341 u 9 -�� :5 215 0.90% 350 216 0,90 T 347 21'7 10.90% 33 218 0.90''J " 353 219 0.90% 3cc0 220 0.90'r 347 221 0.90% 354 222 , 0.68T 300 223 0.54% 254 224 0.57% 348 III 225 0.655T 288 226 0.68''S, 290 227 0.687, 289 228 0.6�'F 289 229 0.W8 289 230 0.68% 290 231 0.68% 290 232 0.63 a 290 233 0.54T 230 234 . 0.54v 229 235'- 0.97% 312 236 0.9777, 317 237 0.54% 203 238 O 54%, 208 SUBTOTAL .29.65% HYANNIS HARRORYIEW PHASE IV UNIT INTEREST SQ. FT 301 0.50% 359 302 0.54% 359 303 0.50% 365 304 0.54% 353 305 0.54% 353 306 0.54% 353 307 0.54% 355 308 0.54% 350 309 0.54%, 365 310 0.54% 353 311 0.57% 353 312 0.54% 353 314 0.54% 354 315 0.57% 354 316 0.54% 353 317 0.54% 354 316 0.549z, 356 319 0.50% 358 320 0.54% 350 321 0.57% 348 322 0.5457 347 323 0.61% 349 324 0.54% 332 325 0.61% 352 326 0.54,E 327 0.54% 328 0.54% 329 0.54% 330 0.54 : 331 0.54' 332 0.54 SUBTOTAL 16.85` I� + HYANNIS HARRORYI EW PHASE JIV UNIT INTEREST SQ. FT 401 0.50% 360 402 0.57% 360 _ 403 0.50% 364 404- 0.57% 352 405 0.57% 352 406 0.57:`' 351 407 0.57% 354 408 0.57% 349 409 0.61% 367 410 0.5 t% 352 411 0.57% 354 T 412 0.57�r 352 414 0.57% J53 415 0.61;- 353 416 0.57,7 1 353 417 0.57% 354 418 0.57% 357 419 0.54% 360 421 0.611% 349 423 0.75% 349 425 0.75,E 354 501 1.267, 7.32 502 1.2t'c 734 503 1.627. 806 504 0.83,E 555 505 0.83 Tf, 553 506 0.83`rc 546 507 0.83% 546 508 0.83% 547 509 0.757, 535 510 0.836%r 546 SUBTOTAL 22.1 8' • UNIT INTEREST SQ. FT 601 0.00% 602 0.00 603 0.00% 604 0.00% 605 0.00 606 0.00% 607 0.00% 608 0.00 609 0.00' 610 0.00 611 0.00% 612 0.00% 614 0.00% 615 0.00% 616 0.00% 701 0.09% 702 0.00% 703 0.00% 704 0.00' 705 0.00% 706 0.00% 707 0.00% 700 0.00% 709 0.00% 710 0.00' 711 0.00% 712 0.00% 714 0.00% 715 0.00 716 0.00% SUBTOTAL 0.00 R-1 0.00% 3206 First Floor 3 Rooms R-2 0.72% 3446 First Floor 5 Rooms, 2 Baths R-3 0.72% R-4 2.87% SUBTOTAL 4.31% ROOMS 95.69% F + B 4.31% TOTAL 100.0019 ur• HYANNIS HARBORVIEW RESORT CONDOMINIUM HYANNIS HARBORYIEW PHASE V BENEFICIAL FLOOR NUMBER & COMPOSITION UNIT INTEREST SQ. FT LEVEL OF ROOMS 101 0.51% 353 102 0.45% 11 • 103 0.48, 349 First Floor 1 Room, 1 Bath 104 0 48%, 349 Units 101 - 1 1 2, 105 0.48% 325 114 - 144, 106 0.40 257 301 - 312 , 107 0.45:? 349 314 - 325, 10; 0,48 - 349 inclusive 109 0.65L. 348 Second Floor 1 Room, 1 Bath 110 0.65% 348 Units 200 - 212, ill 0.650% 337 214 - 238, 112 0.65% 349 401 - 412, 114 0.65% ?`G 414 - 425, 115 0.65% 346 inclusive 116 0.65%. 337 117 G F.!% 350 Second Floor 2 Rooms including loft, 118 G.6- 349 Units 501 - 510 1 bath 119 0.65' 343 inclusive 120 0.45% 351 121 0.45.7 274 122 0.43;" 225 123 1-1.45% 344 124 0.45�T 290 1 m �j 12J 0.`T! !n 28ii 126 0.4c-7. 27 127 0.48 G 286 128 0.4 %, 28: 129 0.48% 289 - 4 130 G.4U8%rG �i:G 131 0.45'1 2'819 132 0.45s 375 133 0.45 T.'rt• 375 13 �4 G.�4% 190 135 0.34% 217 r 136 G.'4:r. 256 137 0.34% 229 138 0.68% 290 139 0.45% 299 140 0.45% 289 141 0.45% 295 142 0.40% 305 143 0.40:5 301 144 0.40rc. L 75 Sl18TOTwl 21.28% NYANNIS HARBORYIEW PHASE V . UNIT INTEREST SQ. FT 200 1.44% 0 201 0.71% 361 202 0.71% 390 203 0.48% 350 204 0.54% 349 205 0.54% 352 .206 0.54% 344 207 0.43% 345 208 0.60% 349 209 0.71% 351 210 0.71% 350 211 0.71% 349 212 0.71% 341 214 0.71% 350 x . 215 0.719E 350 216 0.71% 347 217 0.71% 333` 218 0.71% 353. 219 0.71% 350 k 220 0.71:'E 347 221 0.71% 354 222 0.54% 3bO 223 0.43% 254 a 224 0.45%, 34° 225 0.51% 280 226 0.54% 290 227 0.14% 289.r 228 0.54 229 # 0.54% 1289. 230 0.54% 290, 231 0.54% 290 232 0.54% 290 r 233 0.43% 230 234 0.43% 22+ 235 0.77% 312 236 0.77% 237 0.43% 203.a. 238 0.43% 208 SUBTOTAL: 23.48,E . HYANNIS HAR80RVIEW PHASE V UNIT INTEREST SQ. FT . 301 0.41% 359 . 302 0:43% -359 303 0.41% 365 304 0.43% 353 305 0.43% 353 ' 306 0.43oz, 353 307 0.43% 355 308 0.4.3 7t. 350 309 0.43 365 310 0.43% 353 111 0.45% 353 312 0.43-9 353 314 0.43% 354 315 0.45T 354 316 0.43% 353 317 0.43% 354 318 0.43% 356 319 0.40% . 358 320 0.43, 350 321 0.45;T 34 322 0.43% 347 323 0.48 349 324 0.43;x• 332 325 0.4 352 326 0.43 t" 327 0.43 o 328 0.43% 329 0.4ti1Ki=`"330 0.43% 331 0.43% 332 0.4=-r a SUBTOTAL 13.42' HYANNIS HARBORVIEW PHASE V UNIT INTEREST SQ. FT 401 0.40% 360 402 0.45% 360 403 0.40% 364 404 0.45% 352 405 0.45% 352 406 0.45% 351 407 0.45% 354 408 0.45% 349 409 0.48% 367 410 0.45% 352 411 0.45% 354 412 0.45'17V 352 414 0.45% 353 415 0.48% 353 416 0.45% 353 417 0.45% 354 418 0.45% 357 419 0.43% 360 421 0.48% 349 423 0.60% 349 425 0.60`? 354 501 0.997, 732 502 0.99% 734 503 1.28% 806 504 6.65% 555 505 0.65% 553 506 0.65% 546 507 0.65% 546 J08 0.65% 547 509 0.60% 535 510 0.68% 546 SUBTOTAL 17.51% � J N ANNIS HARBOR¥|EW PHASE V' - UNIT INTEREST SQ. F 601 0 65% 602 0.657 , 603 0.65% 604 0.65% 605 0.65% . 606 0.62% 607 d 62% 608 0.62% 609 0.623 31O 0.62% 611 0.60% 612 0.60% . 614 0.60% 615 0.60% 616 60« 701 0.80% 702 0.80% . 703 0.80% 704 &807 705 0.80%, . 706 0.777 707 0.77% . 708 0.77% 709 0.77% 710 0.77 3 711 0.74$ . 712 0.74% 714 0.747 715 0.74% . 716 0.74% SUBTOTAL 2 0.90 3 R- | &ODI 3206 First Floor l Rooms R-2 0.57% 3446 First Floor 5 Rooms , 2 Baths R-3 U 57% R-4 2.27% SUBTOTAL 3.41% O1 96.59% F + B 35.41% TOTAL 10 E O0% OF HYANNIS HARBORVIEW RESORT CONDOMINIUM PLANS A. Condominium Phase-Site Plan dated August 4, 1986 for "Hyannis Harborview Resort Condominium" prepared by Yankee Surveyor Consultants, 70 Raspberry Lane, Marstons Mills, Massachusetts, 02648, for Upper Cape Engineering. ( btt Q1AN &k y2S 0 B. Floor Plans, in four sheets dated September 10, 1986 of the Buildings showing the layout, location, unit numbers and dimensions of Units, and bearing the verified statement of a registered engineer or a registered architect, certifying that the Plans fully and accurately depict the same, drawn by Akro Associates, AIA, Architects, 48 Camp Street, Hyannis, Massachusetts, 02601. ( sele 413 Pages St) . RECORLU SEP 1186 15 linwCON, CONNECT CREATE CONSTM1GT LETTER OF TRANSMITTAL PROJECT: Hyannis Harbor PROJECT NUMBER: 301526 TASK CODE: 55320 TO: Town of Barnstable- Building Division DATE: . 07/23/15 c/o Thomas Perry 200 Main Street Hyannis, MA 02601 FROM: PROCON Inc. COPIES: 2 c/o Kent Beirne,AIA PO Box 4420 Manchester, NH,03108 i For Approval ® For Review and Comment ❑ Sent Via Hand Delivered For Your Use ❑ As Requested ❑ DESCRIPTION: (1) Set of Foundation Permit Specifications (1)Set of 24x36 Foundation Permit Drawings-Wet Stamped and Wet Signed (1) Set of 11x17 Foundation Permit Drawings (1)Set of.24"x 36" site plans. (1) Permit Application (1) Check in the Amount of$1874.60 (1) Reglatory Agreement SPR#004-13 (1) Copy of Quitclaim Deed (1) copy of Hyannis Harborview:Resort Condominium Deed (1) Statement of Special Inspections (1) Structural Construction Control Affidavit d (1)Workers' Compensation Insurance Affidavit Page: 1 1 PROCON CONN •ORSATE-CMTf!0 C-T (1) Owner Authorization for PROCON to perform the work (1) Copy of Construction Supervisior License REMARKS: (2) sets of foundation permit plans have been sent to.Deputy Chief Melanson for their review, comment and approval: Thanks. Kent Beirne,AIA cc: ;file; Doug Cohen Page: 2 PROCON LETTER OF TRANSMITTAL PROJECT: Hyannis Harbor PROJECT NUMBER: 301526 TASK CODE: 55320 TO: Town of Barnstable- Building Division DATE: 07/23/15 c/o Thomas Perry 200 Main Street Hyannis, MA 02601 FROM: PROCON Inc. COPIES: 2 c/o Kent Beirne,AIA PO Box 4420 Manchester, NH 03108 For Approval ® For Review and Comment ❑ Sent Via Hand Delivered For Your Use ❑ As Requested ❑ DESCRIPTION: t (1)Set of Foundation Permit Specifications (1) Set of 24x36 Foundation Permit Drawings-Wet Stamped and Wet Signed (1) Set of 11x17 Foundation Permit Drawings (1)Set of 24" x 36" site plans. (1) Permit Application (1) Check in the Amount of$1874.60 (1) Reglatory Agreement SPR#004-13 (1) Copy of Quitclaim Deed (1) copy of Hyannis Harborview Resort Condominium Deed (1) Statement of Special Inspections (1)Structural Construction Control Affidavit (1)Workers'Compensation Insurance Affidavit Page: 1 \ The Commonwealth of Massachusetts Department of IndustrialAccidents I Congress Street,Suite 100 Boston,MA 02114-2017 Jy< www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):Pro Con, Inc. Address:P.O. Box 4430 City/State/Zip:Manchester, NH 03108 Phone#:603-623-8811 Are you an employer?Check the appropriate box:- Type of project(required): I. I am a employer with employees(full and/or part-time).* ❑ 7. ✓❑New construction 2.Fj I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.F_1 I am a homeowner doing all work myself[No workers'comp.insurance required.]? 9. ❑Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my properly. I will 10❑Building addition ensure that all,contractors either have workers'compensation insurance or are sole I l f❑Electrical repairs or additions proprietors with no employees. 12.Q Plumbing repairs or additions 5.a I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. Roof repairs These sub-contractors have employees and have workers'comp:insurance.: p 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[:]Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have . employees.,If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Charter Oak Fire Insurance Company Policy#or Self-ins.Lic.#:VTO-UB-8207AO62-15 Expiration Date:4/1/2016 Job Site Address:213 Ocean Street City/State/Zip:Hyannis, MA 02601 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152' §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy.of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert nder the s and penalties of perjury that the information provided above is true and correct. Si ature: ate: 2 0--p 7 5 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector .6.Other Contact Person: Phone#: I O DATE(MM/DD/YYYY) ACOp AC� CERTIFICATE OF LIABILITY INSURANCE 7/20/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A. CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Danielle Rice NAME: THE ROWLEY AGENCY INC. PHOAC.NENO. (603)224-2562 Fvc No:(603)224-8012 139 Loudon Road AIL ADDRESS,drice@rowleyagency.com P.O. BOX 511 INSURERS AFFORDING COVERAGE NAIC# Concord NH 03302-0511 -INSURER A:Travelers Indemnity Co 25658 INSURED INSURERB:Travelers Prop Cas Co of Amer INSURERC.National Liability & Fire Ins Pro Con, Inc. INSURERD:Charter Oak Fire Ins Co 25615 P.O. BOX 4430 INSURERE: Manchester NH 03108 - - INSURERF: COVERAGES CERTIFICATE NUMBER:15-16 GENERAL MASTER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES_DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY-EXP LIMITS LTR INSR WVD POLICY NUMBER - MM/DD/YYYY MM/DDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIAB PREMISESS ILITY - - DAMAGE ( RENTED 300,000 Ea occurrence $ A CLAIMS-MADE Fx_1 OCCUR C2K0-CO820.7A049-IND=15 4/1/2015 4/1/2016 MED EXP(Any one person) $ 51000 er. Project Aggregate - - PERSONAL&ADV INJURY $ 2,000,000 pplies only if required GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: : y written contract. PRODUCTS-COMPIOP AGG $ 4,000,000 POLICY X PRO- LOC. $ AUTOMOBILE LIABILITY E MBINEDISINGLE LIMIT 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED J-CAP820,7AO50-15 /1/2015 /1/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $. 10,000,000 `. EXCESS LIAB CLAIMS-MADE - - - _ " AGGREGATE $ 10,000,000 -DED I X I RETENTION$ 10,00C 43-UMO-3011*80-01 /1/2015 /1/2016 $ D WORKERS COMPENSATION O-UB-8207A062-15 X WTOCRY SF OTH- AND EMPLOYERS'LIABILITYLIMI ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 3A States: NH, CT, MA E.L.EACH ACCIDENT $ 11000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) I, NY, ME, VT, NJ /1/2015 4/1/2016 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Hyannis Harbor Hotel - Hyannis, MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations AUTHORIZED REPRESENTATIVE 600 Washington Street Boston, .MA 02111 Danielle Rice/DJR ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. IN3095 i?.ninnsn n1 Th.Artnpn 1 1-nrn rnnic#n A mnrlre of Ar non Mass. Corporations, external master page Page 1 of 2 x a • ♦ ! • sy� u.a�� Corporations Division Business Entity summary ID Number: 043457109 :Request certificate New search Summary for: HARBORVIEW HOTEL INVESTORS LLC The exact name of the Foreign Limited Liability Company (LLC): HARBORVIEW HOTEL INVESTORS LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 043457109 Date of Registration in Massachusetts: 02-25-1999 Last date certain: Organized under the laws of: State: DE Country: USA on: 02-22-1999 The location of the Principal Office: Address: 1209 ORANGE ST. City or town, State, Zip code, WILMINGTON, DE 19801-0000 USA Country: The location of the Massachusetts office, if any: Address: 213 OCEAN ST City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: GOULSTON & STORRS, P.C. Address: 400 ATLANTIC AVE. C/O ROBERT C. DAVIS, ESQ. City or town, State, Zip code, BOSTON, MA 02110 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER ]ON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA MANAGER DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043457109&... 8/19/2015 I B k 28199 Ps 54 -25342 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 06-12-2014 3 01o36pm C:t14: 941 Doc4! 25342 Fee. $1,479a1; Cons: $432•a£11..0o BARNSTAB€.E COUNTY EXCISE TAX ',WNSTABLE COUNTY REGISTRY OF DEEDS Dateg 06-12-2014- D ►]1:36pm Ct 1. " 941 DUr:9 a ?�,jc�7 Fee. $IP167 75 Consg $432r500.00 QUITCLAIM DEED r.y Anthony J. Folino, Jr.,Trustee of Anglers Investment Trust under Declaration of Trust dated March 11, 2004.and recorded in Barnstable County Registry of Deeds in Book 18313 Page 114, 0 of Hyannis, Massachusetts d For consideration paid and in full consideration of Four Hundred Thirty-Two Thousand Five Z Hundred and 00/100 ($432,500.00) Dollars x Grant to HHH Ocean Street, LLC , a limited liability company organized under the laws of the Commonwealth of Massachusetts,with an address of 28 Jacome Way,Middletown,RI 02842 a� `' With QUITCLAIM COVENANTS a� U The lot with any buildings thereon, situated in that part of Barnstable, Barnstable County, z Massachusetts, called Hyannis,being numbered 24 Nantucket Street and bounded and described as follows: N Beginning at the southeast corner of the granted premises on the northerly side of Nantucket Street, and at land now or formerly of Eleanor Roche,thence running d NORTH 16 degrees, 53' 30"East by said land of Roche, seventy-five (75)feet, more or less,to a stone bound at land now or formerly of Jane F. Howland;then running o NORTH 86 degrees, 49' 40"West by land of said Howland,ten and 00/100 (10.00)feet to an iron pin; thence running NORTH 3 degrees, 10' 20" East still by land of said Howland,thirty-seven and 14/100 (37.14)feet)feet to an iron pipe; thence running NORTH 86 degrees,49' 40"West about seventy-three (73)feet to Bay Street,thence running l 11J\ GV1✓:/ ryJJ TTLJJ'SG SOUTHERLY along the easterly side line of said Bay Street, about one hundred ten(110) feet to the intersection with Nantucket Street and thence running SOUTHEASTERLY and EASTERLY about sixty-six feet by the northerly line of said Nantucket Street to land of said Roche and the point of the beginning. Being shown as Parcels B and C (except as modified by layout of public ways) on Plan entitled "Plan of Land—Hyannis-Barnstable,Mass. as surveyed for Horatio S. Bond,November 1948, Whitney& Bassett,Architects and Engineers, Hyannis,Mass", duly recorded with Barnstable County Registry of Deeds,Plan Book 85 Page 115. Said layout, including a corner curve, is shown on plan entitled"Town of Barnstable, Plan showing layout of Bay Street and Nantucket Street,Hyannis, as made by the Selectmen",dated February 23, 1956,recorded with said Registry in Plan Book 127 Page 33. Said premises are conveyed subject to and with the benefit of easements, restrictions, agreements and reservations of record, if any there be, insofar as the same may be in force and applicable. I, Anthony J. Folino,Jr., Trustee,hereby certify that the premises are not the homestead of any person and there is no person who can claim the benefit of an estate of homestead under G.L. c. 188 and I further certify that the premises were not the homestead of any person at the time of the deed to me recorded in Book 23885 Page 122. For title, see deed recorded in Barnstable County Registry of Deeds in Book 23885 Page 122. I certify as follows: 1. I am the sole Trustee of the Trust; 2. The Trust is in full force and effect and has not been altered, modified, amended or terminated and has not been revoked as of the date hereof; 3. The beneficiaries of the Trust are of legal age,they are not disabled and are competent and have all assented to this sale; and 4. I am duly authorized and have been directed by all of the beneficiaries of said Trust to convey the property. Executed as a sealed instrument under the pains and penalties of perjury this 12 day of June, 2014. Ant . olino :�rustee of Anglers Investment Trust \ r COMMONWEALTH OF MASSACHUSETTS Barnstable,'ss: On thisjGday of�ilN 2014, before me,the undersigned notary public,personally appeared Anthony J. Folino, Jr., Trustee of Anglers Investment Trust,and proved to me through satisfactory evidence of identification, being (check whichever applies): ❑ or other state or federal governmental document bearing a photograph image; ❑ Oath or affirmation of a credible witness known to me who knows the above signatory,or My own personal knowledge of the identity of the signatory,to be the person whose name is listed above, and acknowledges to me that he/she/they signed the foregoing instrument as his free act and deed and voluntarily for its stated purpose and who swore or affirmed to me that the contents of this document are truthful and accurate to the best of his knowledge and belief. t \��,•� � PkZZUTi ota Public y5-b 2oi o'RFS• My fission Ex 're ooMmoss�+�o5•'0v �!!!lllflllllll\\1\\ BARNSTABLE REGISTRY OF DEEDS Bk 29597 PO 1 ter8 19635 04---22-2016 & 12 = 4r3D AUTHORIZE THE TOWN MANAGER TO EXECUTE A MINOR AMENDMENT TO THE REGULATORY AGREEMENT— HARBORVIEW HOTEL INVESTORS, LLC and NOMINEE, 213 OCEAN STREET,HYANNIS MA 02601 AMENDMENT# 1 TO REGULATORY AGREEMENT HARBORVIEW HOTEL INVESTORS, LLC and HHH.00EAN STREET, LLC, FOR PROPERTY.ADDRESSED AS'213 OCEAN STREET, HYANNIS This amendment to a regulatory agreement ("Agreement") is entered by and between the developer, HARBORVIEW HOTEL INVESTORS, LLC and HHH OCEAN STREET, LLC ("Developer") and the Town of Barnstable ("Town"),a municipal corporation,on this �?.liay of (&IcA—, 2016 pursuant to Section 240-24.1 of the Barnstable Zoning Ordinance and Section 168 of the Barnstable Code; WITNESS: WHEREAS the Developer received the necessary approvals from the Town, resulting in the execution of the Agreement on June,2"d,2014; WHEREAS, the 2014 Agreement remains in full force and effect except as amended herein; WHEREAS, under Section 165-SD of the Code of the Town of Barnstable, the Town Manager may make minor amendments to the Agreement approved by the Town Council, provided that such amendments do not alter the use, intensity or mitigation stipulations of the approved ' Agreement or otherwise constitute a substantial amendment to the approved Agreement; WHEREAS, in paragraph 21v of the 2014 Agreement, Developer received a waiver from the requirements of a certificate of appropriateness under Chapterl12, Article III of the Hyannis Main Street Waterfront Historic District; WHEREAS, in the course of finalizing construction plans for the project, Developer has made minor,modifications to the roof design of the hotel, as shown in the elevations prepared by Opechce Construction Corporation,dated December 15"', 2015, The Town Manager has reviewed these plans and has determined that the revised plans do not alter the use, intensity or mitigation. stipulations of the 2014 Agreement or otherwise constitute a substantial amendment to the 2014 Agreement. NOW, THEREFORE, in consideration of the agreements and covenants set forth hereinafter, and other good and valuable consideration, the receipt and sufficiency of which each of the parties hereto hereby acknowledge to the other, the Developer and the Town do enter into this Amendment# I and hereby agree and covenant as follows: that the Agreement dated June 2, 2014. and recorded at the Barnstable Registry of Deeds, Book#28199, Page 57 be amended as follows: Existing Paragraph 14 Community Character — Proposed elevations were reviewed by the Planning Board. Developer has met with the Historic District Commission, who has given a positive recommendation with respect to the current design of the hotel as shown in the elevations prepared by Pro Con, Inc., dated May 24,2013. Proposed Amended Paragraph 14 Community Character -- In the course of finalizing constriction plans for the project, the Developer has made minor modifications to the roof design of the hotel, as shown in the . elevations prepared by Opechee Construction Corporation, dated December 15"', 2015. These plans have been reviewed and approved by the Town Manager, pursuant to his authority under Section 165-51) of the Barnstable Ordinance and are hereby incorporated into this Regulatory Agreement as a minor amendment. WITNESS WHEREOF, the parties have hereunto caused this Agreement to be executed, on the day and year firstibove written. Dated this Pfi day of ,2016 / r .11R Town of Barnstable Develope /Har rvi tel v stars, LLC By: Thomas K. Lynch By: Douglas D o n, ai Town Manager Developer/ H Ocean Street, LLC By: Dougla . Cohen, Authorized Real Property Signatory BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Blk 29597 P0148 T19635 12 = 14.3cs AUTHORIZE THE TOWN MANAGER TO EXECUTE A MINOR AMENDMENT TO THE REGULATORY AGREEMENT— HARBORVIEW HOTEL INVESTORS,LLC and NOMINEE, 213 OCEAN STREET,HYANNIS MA 02601 AMENDMENT# 1 TO REGULATORY AGREEMENT HARBORVIEW HOTEL INVESTORS, LLC and HHH OCEAN STREET, LLC,FOR PROPERTY ADDRESSED AS 213 OCEAN STREET, HYANNIS This amendment to a regulatory agreement ("Agreement") is entered by and between the developer, HARBORVIEW HOTEL INVESTORS, LLC and HHH OCEAN STREET, LLC ("Developer") and the Town of Barnstable ("Town"),a municipal corporation, oil tliis �lay of Ovi , 2016 pursuant to Section 240-24.1 of the Barnstable Zoning Ordinance and Section 168 of the Barnstable Code; WITNESS: WHEREAS the Developer received the necessary approvals from the Town, resulting in the execution of the Agreement on June,2"d,2014- WHEREAS, the 2014 Agreement remains in full force and effect except as amended herein; WHEREAS, under Section 165-5D of the Code of the Town of Barnstable, the Town Manager may make minor amendments to the Agreement approved by the Town Council, provided that such amendments do not alter the use, intensity or mitigation stipulations of the approved Agreement or otherwise constitute a substantial amendment to the approved Agreement; WHEREAS, in paragraph 21v of the 2014 Agreement, Developer received a waiver from the requirements of a certificate of appropriateness under Chapter112, Article III of the Hyannis Main Street Waterfront Historic District; WHEREAS, in the course of finalizing construction plans for the project, Developer has made minor modifications to the roof design of the hotel, as shown in the elevations prepared by. Opechce Construction Corporation,dated December 15"', 2015, The Town Manager has reviewed these plans and has determined that the revised plans do not alter the use, intensity or mitigation stipulations of the 2014 Agreement or otherwise constitute a substantial amendment to the 2014 Agreement. NOW, THEREFORE, in consideration of the agreements and covenants set forth hereinafter, and other good and valuable consideration, the receipt and sufficiency of which each of the parties hereto hereby acknowledge to the other, the Developer and the.Town do enter into this Amendment# land hereby agree and covenant as follows: that the Agreement dated June 2, 2014 and recorded at the Barnstable Registry of Deeds, Book 428199, Page 57 be amended as follows: Existing Paragraph 14 F� Community Character— Proposed elevations were reviewed by the Planning Board. Developer has met with the Historic District Commission, who has given a positive recommendation with respect to the current design of the hotel as shown in the elevations prepared by Pro Con, Inc., dated May 24,2013. Proposed Amended Paragraph 14 Community Character — In the course of finalizing construction plans for the project, the Developer has made minor modifications to the roof design of the hotel, as shown in the elevations prepared by Opechee Construction Corporation, dated December 151h, 2015. These plans have been reviewed and approved by the Town Manager, pursuant to his authority under Section 165-51) of the Barnstable Ordinance and are hereby incorporated into this Regulatory Agreement as a minor amendment. WITNESS WHEREOF, the parties have hereunto caused this Agreement to be executed, on the day and year first bove written. Dated this day of 2016 Town of Barnstable Develope Har rvi tel v stors, LLC By: Thomas K. Lynch By: Dou lel D o n, ai Town Manager Developer/ H Ocean Street,LLC By: Dougla . Cohen, Authorized Real Property Signatory BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register �■e+tee ■efe ■Ie ZE -1-1-1 11F'1m' xtWpilrliinw.,Io I,iliingf .,' '..:. �::' _ ^is.'`,.. 3!■� _ . �I � -i - Inns .� C IM :.!!i.T j '...I,l.... Il....!.. . ems-- _ - 11 I Ei�l� ILLrtr ill.! nlr air I�u� w �•,.may >r Fes. v - _ -- -- �, _ i a � r c N Vi ►�i .:::, 4 s� �� . .: II ,II�I--_,.I a.Iyx�n = —S N..� i ��•� I �..���.�.� ���-._�...� —' ---��I�I�I�., �11���.M�Rjw'u�. .....��_�.�..�.�51.ee'r ��'"_���� :k �.f.. 1 .I �I -�I,F,�,i�,I-s_�`'-I I '+F'J_s"3 �z_Y_" s:' �.✓.. i3Ew•- I2 ii� ilJ-++ ;' ..c_ .•`_s.s� :]'P'"-+-+t.-Tr,. 'PS^_"-'+3C:.`���_.�.`, 1eeem eeie `� � �eeieeleeereee� u+�i„nnll � ,, sit+i yi note t _I71 I I •�• � inn III I'I ! 1C ` MIN i i s uu nu N i iiaxi marl II�I a ii iu , lid 11111 �n IiN�-_ � II�6..�I1�_F�lil "3 ,� I i, =FFM .ram t�� T x:F a - =1(�li il�ll lfll 11 � I�1(t lg(f=1Fll M!f- 1FA�II IFrI_ - — " I_ I 0 WTI-1 sZlEN rt .rn ;- _ :k 3 T f- a `� 4 s I _� 1_.._ i � i E I EI 9_I FI _ t1 E E ICI- _ t�I �_ _ — j r — 4 s r'—ITH r.. L111-1 rl Minoaf rl� =�d 1 BAXTER NYE 6�2 ENGINEERING& ;P � ►� 1,i ` Hu mnB99S '"arbor '�'oteB Adde$e®h Y SURVEYING z R<gsla'ed Profe�°°°I Engh— `Zt 213 Ocean Street d twd S.rsr ° w Mow�l Ll LJ w ^� ]e nam st.Kt_k o �m° M°°°°°^°°°d25° Hyannis, MA 02601 SITE! - Phme-(508)]]t-1502 L F°.�- (508)]]I-7622 r; Issued for:Site Plan Review(0103/12) Prepares Fer: Harborview Hotel Issued for:Bid(06130115) 6a ma Hsllp &fflu®T,=fl°°°, 9 LLC �J n C Job Number. 2011-005 IL Y 181-11* Owners: Applicant: Engineer/Surveyor: Harborview Hotel HarborviewHotel BAXTER NYE ENGINEERING&SUR VEYING "s°`rA"' pwC�Q Investors,LLC Investors,LLC Registered Professional 28 Jarome Way 28 Jaeenle Way Engineers and Land Surveyors No. Drawing Title Date Middletown,RI 02842 Middletown.RI 02842 78 North Street-3rd Floor,Hyannis,MA 02601 Pa E P A a E o FOR: C0.0 Cover Sheet - Phone:.(508)771-7502 Fax:(508)771-7622 AM:Matthew Eddy HarboMew Hotel Investors,LLC CI.0 Legend and General Notes C2.0 Master Existing Conditions Plan - C2.1 Existing Conditions Plan C2.2 Existing Conditions Plan _ C3.0 Master Plan C4.0 Layout&Materials Plan - p C4.1 ... Layout&Materials Plan • - 0 C4.2 Layout Plan with Valet Parking C4.3 Layout Plan with Valet Parking C5.0 Grading&Drainage Plan z m C5.1 Grading&Drainage Plan m C5.2 Grading&Drainage Plan -- _ o C5.3 Stonriwater Details&Notes tot° C6.0 Utility Plan z —@ d C7.0 Details p =&£ C7.1 Details C7.2 Details C7.3 Details-Cultec Recharger 150XL HD19 C7.4 Details-Cultec Contactor 100HD & o C8.0 Landscape Plan aisaAAar�'a m ®ea®ease® 0 SHEET i Cover Sheet SHEET NO C0e0 - D A r E:oa/03/2012 t PLAN SET ISSUED FOR REVIEW SCALE:.N/A t LEGEND 13t GENERAL CONSTRUCTON_NOTES- n T PR BARTER NYECAME, CREW • - ` Cloy (AL REFERENCES TO'CONTRA M H NAL ONTRAC OP OF HIS SUB- ORS) 23.A aft D nA w S'w4L BC MANDCAPPED ACCESSBLE D z t xuifR145 SHA1L BE Ix BCµOROAxCE nrtx w65 nGHnAY«vARTUFNT C LOFE5 4,WALvwAYS TO BE LENS THAN 5%A AID ALL[FOSS SLOPES z1, w rc _ EM NEWRRO._«T `D.:' ENGINEERING& L AKNDED.O IESRO Wf.00 um•F 1nE En GnEPC naNiDeft wB nS�C�CFxRx N+SVCx FEETTE.ANC.TTfCluRAL ACCESS B«ap.i t COwNxwE4ix Df Awn NWwt WDM rvLL PE I ayw4 la[ IN: IDrm 4Nn ACCESS BOARD AMER =3 WOUT' ^� p�Art SURVEYING -- - 2B.i CUI AND STARNG«ALL PROPOSED FEATURES AND GRRgN4 SMALL BE y Mp[n Lwt u0. A -WO- FMMa WAw w FPxvxxN Rai - - EMS D L T -- �••� P:wT O'-PAYIPPOGti IN s¢- -w- PUW WAI s RPPe:ors au HOER LIESf ODCuuEx,S SHALL ALSO CWPVN 10 ALL CODES AND StAIpAPpS, REV EwED v[T+HAE"El u'CONS,FH Ell m TLE VWEFS REPRCSEM E-,O ' .. ..... - - AS cuRRENTIv AUENO[o,wwcx ARE W. nE CDMRACfOR SMALL NOR-OR R,SS1 ee Professional Engineers vy u4lpT .. s -44P u4 ANTCUI NTLI AM,O MPLrIBC TO Cws wWECT. Gt w«x SALE Art SNE R 1 CP rff Po,u4m BPECKq REOuw[uEMS.SPECIFICATwNS ORDNAXCIF Ax0 xODFY THC LAVWR AID$1Al1Ii«4rvT vROVOSFD FFATUFLS wrtNWR erne Lond Surve- - BNTwz 4tBAW .......:..»...... -ax- O':taF+p D[CTRC,D[maa a Tw aAGi mWv v Rw IMEPPRIATI[IS«LOCAL AMMInfiES MAMx4 JUPIZDA'TGx mER iHE PROJCtt. APP-1 FROM THE l«O�WNER c0Ms[NTAFWE=C AN GOVERxxEMA A4ENLh'wICN f- o ORF Ti S LAPRgA&E CODES AND ETAI[ARDS AID OF THE AUTHORnKS MHO Y NI WSOX FMPLATED CHANGE. HE coEEs[wonBlArrtFN IDAFos nanx coMFAn«,As sMAll BE TxE )8 NwIM1 Slreel-Yd Flow 1�ECAw TO THEIR AroLICABLIN TO TIE (BOTH PRIMMY AIIO SFCWOAN),E IEgEPIWE)•BA,A„COu AIDALPTRE vn0.2Cts FOR SECURING AL APRgvAS ANp vFFunS _ fMC ON ITS aG AwUMERANT Xym�nis.MOssuchusells 02601 - AraT - C CLECTRKAL CD�FACTOR �'� �•� -.n- _w uB[xtROw n[cmt,w,+/LumraAnp6 LNFs r rA Ex xx[ -N Ecr E wcLU«MORE sTFw« 'F[atiaEx dGt Brgrcplux%OXNETELnoNK',xanWl AND PELAIfD SIRURuftfs Phone-(506 ]]I-)SORE ,qd 2 -. - PLGABLE<ONSTRU«IPE pII INM.S,AxOw05 HAVE THE SAIL FORCE AIp f rtCi AS If N STREEi REVGR SHALL BE HERM,CONTRACTOR/SRE ) �L -'- n BBE��HERET0. SUCH SIAIDARESS ARE MADE A PAN«THE.ROJECC pCCVUENTS BT A�50CArz4 C"'-C_E,E FxECVTIW OF THIS SWONDEA Fox-_(50B)]]I-]622 ,A e[Oaxc+wxLx[sWAA ALL BE , E CCWIRA, OxgIIG. N.b.4 -n)W.COW, - 2 "- -'- S. T T 38.RIu flfv:AiGIS OODRAmAC.E Ax0 SAMRArt SEnLR MwnOlEs ARE APPROxwATf.N r RP[M. ro IafWAb HE cCMRACIOP STALL BE R[SPwS%FOR ALL OIN,"ESIwATES WO vCRE.G 0 - WAHL Paw ''I`- -r+- RM ePDM CAB[ rt i«em rtaw p[v+m n6 Onx SATSFKTgx.THAT AL OLANTRK$ARE ACcuRAIE FOR ALL CMIS,RUCTIW fLfvnilWS aif 10 BE SET RUSx AHw cOx5151EM nrtn GRBWG PUNS.AWUST 4L-- - STAIR BTAm P --- ------ MATCRULS WCWCIHC CUT a FILL EETINA W 1 THE cOMRACTOR MAY PREPARE BASED '«PEER CWE ARE 7I0BE OP x EIS.S.OPS Gn1E5.WATER GATES AND OTHER NI4IIIEB i0 IMF n xiury wrtxln InBn[D 4PAM wrtwx THE n -TS OF THE �-� 4;x_ sw(sulmu W ROPA W,a BASO OSfD Ww THE 21.B 61ALL BE REPLACED W IUID, SURFACEST SMAu NSMEp ROETM OET1R EDF-HOPE ,URGED ALL BE STC�uZCU AS LAWN6.ALL LAWN AREAS SNGL MAVE A THE IMpx-1.FI N E N SO RON PLACED`ASEE DEDSFERN IZED,LIAM HAD MULCHED LRN0.GRASS W - _ + BvRiE CTOMRK OREN4 iMnF ulllrtYHEirtx COAL K STANDD EImuM S ABIUZCO. THE IGWKD LOAM BORROW SIAu®� aAx u+w[ SuOLMION«in[C«6uCT. PAID«LiCMS on TH[AWFOPRwiE NT K On a e AID SHIALL BinF CEO DM PFeROR sn�HE TOP«c0.uCEM OR OB,axII4 RERxrt2 AIO CP[RFOxuWG AL xEn x6[MK1gx.PELOCaiIW.A,[RatgN2 AARCAS nMaOv BERM. 2 ATxxOPi HAS[ft SURFACE. pvPEfS m Ex 5�5f«OJ i AND ApINslufx OPAROPi55EnER SIiO(FAi LDFun NNTiD Oin[F T�I�irtPrgnfBmIBIC.NEF BWRI[ADSION CONTROL EANACT �-'- RLWSIw`W PUBLIC AND NAL BE FURTHER s,AB4KED 5(FCB)W CURIEx OR C. vAtOUC r_\H mV we Cox 'AxD Lvt fS Mf SHgnI61i IIHG err�GROxawiE 1..1..F-NOT RECLAREO iC 1rg5E E. 'tl'�COMRKTOR ROSESNAL STABILIZED TER,u x RT E SODDED AID CONSULTANT uERx[OSDARc°ESiA&i5[�TO EDipE45 UM4 GRASS Sinw65 tm OTHER v[GfiAIED ® ® -I NEREW*AND MAVPEE NOR .MEN w0[ ...TLI rpRKIIED ITT THE OW. THE THE BAi6fAClwx«THE OR TnFR REvftfSENTAmF. ` BNE IBE to .Ow =,EtE.-XITI'ZOMuIv AID f CxSNA6TLL DNPrt ES LW[5. ST.TIE rIRA TOR E AL MOx qn D6IURBEp WFR1f COxSTRUCTgvx ' i ax CO 4OPEF5 iO ULTHPE AID SKI[aPEALEA�(HELL AN Of TIf M ACOrtgHAI'<OS,TMAIDT,xK UMWOxEN Lot B RESET 10 HIM OMGwY LOCATION. -F-^+ - - P! ® WEGY wr OR ED BY THE COMRwCttxtRS FaC[O LOCATE [wfRS�wfnlCn x14M 0IN rvSW+ 1 tl�inRED pNOTOwN BWxDS�'Ax�xOPGHwrtE BWx05 _ 6:.- m pNrc ONM nS SAND.,,EGACTLY E CONTRACTOR PRESERVE ALL UNDFROPMa10CS UUFTV SWfCIb�xfx,5 RON RODS S,ANES,ICONCREIE T ® WPPASTRUCtURE AND UTINE AS REWRED nE CONTRACTOR MUST CALL'OG SAFE'(Ai ,ONE wau5 nrtn DRILL nMEs D ttLLM uF Mvn HnlmC MLU mrt W.x4uOxa u[ PATH vuwD[ Av aAe t SBB CLO SAE)AT LEAS,72 HOUR$BEFORE THE STAR OF CONSIRUCT W. _ COL.NOM.OFAxCUOW uC Po E'° HAM WR Ptl Im:an IB a4, -✓`.- DO.e[ ue APxa vL vNH. 4Aa iHE C«DRMi SM4L PEPN[ ANxOITT w TO u;COFttWCE wrtn TMC ion ON 5re " .0 .. B K.LRARMEms`ss APPII"'�OCASLC. EXCAVATION SAFETY: ... PREPARED FOR. . CHART. R-MAIRILARRIC1 FOLLOW OSMA,NASSACnU5EN5 AND LOCH F[4ULAn«5 FOR SAETT, TIE CONTRACTOR SMALL NOTeT ALL M4rtv COMPAN ES R AID PANATE NCLUOVG TENCH EICAt�ON EX CEEONIS R iU A01 DEPTH ICL PEW FL A TRENCH PERMN WE" - wa[ 1903.CLa55ACIIUSC0`T OF NTLBC HOT O SMwx ON T�PWI.(SEC CHAPTER J10.ACTS OF PPOM L N - s)PRI TO COMACIC NG ANY W I. Harborvlew Hotel Investors,LLC THAA.RE. R ME_:N4ifEw«°M4�IT`Ls DMmio oR5-_RCfs%PDNva�LNT FSW DALAcfs TW NOW rzLY snowN. DRAWINGS STATEMENT: -e-v- F 9 ®' THE PROPOSED'(RRpP)MEANS WORN TO BE CONSTRUCTED USK NEW EA[ ,.S P 4S-eu4 DPAmnGS STAMPED By A MA LCENSED ... _ RENCE _ S. x B 'HERE APR CABLE RE EILSTN4 MACERALS DENTFKD AS PEADWE ANq MSf,', EF(EPEE CENT MNGT1w7 YO THE BE51 OF PxOwLFCIE+UDtuEIT tR-` cc�ovo G vA4 AID BELIEF,THE COrv51 D WORK 6 W GENERAL c FORMA Y nrtn THE RAMS" ® M1 W 0xs M APPLD OF Y FOR AHIp OPTOR TAWS ALL CCTALLEESZIRERuEIE�A LLFIE np AfG Ht WHAT Wx.rt rwW NEDDFEDAEECCA - INSPECTIONS: W C., AHEMCOMRACIa SMiLL�Rf5F 81�FOR.CONRICNGI wflnl AWE NP PROPOSED EEM T.,N,RA� RIALL COORDIATC WT. CONTRACT- OONi ALL ECES TII('.IN� G ® F T TH R R M TIE�E—CONSTRUCTION HEECWG. IE[R nT Lfn51 AT ' y - W IN ORCOVEEED THE CONTRACTORR Mu51w�E�vINFS OW wSIR EETN�MER IDERFELLI - Ae RS(2 BUSIESS C-)aIEAD«A REOUNED ISPENGCTD3. .i . .. o� ,a A 4a4 BE[mt v[1W to cOIIrtMm wraA M UPDI mC E ANo A R.H.0140E c P uWTfOU «1NE AFPEttED xORrc. U «A�Iv 1.AI A MA UM.THE FELLOWINOF Dx�ECTKNE Arw EFILL E REROLODaI Lwrt«HORN PRGR Q DG, - E CONTRACTOR SMALL RIFER 10 ARCWICCNRAL AND S,RU L-URARTARS FOR ALL P' Mon m ,rt 2 OULDDRIG DRA nmRi �SPEtt UTION µCIO DMENSA E SHOWN HERETH AHE FOR B WCCET OxLA«ix>�i TOR fPCn 5T«txnATER LAw.4fxCM(SHAM)F LT' p tl• ' ' U TW«EACH SWI PACLrtr PRIOR 10 BACIFLL. 0 •� w F0[19x0[) - _ W4DIC5 S, COMRKtON SIWL15,AtE«rt inC f_IWOR BULDN4 TO FROM D STAR ZAiD,AID PLANKS PRIOR TO R[NDVRG ANT SEDIMENT AND Q }w e M TRE LATEST ARCwrzCTUM PLANS. HE C«RRACTOR OF 9 Ttt BAXT R- w CONTROL DMCfS. LAigN a -NEED TO wTNE55 A FRE ESCHIA,wE ul AL J T n Ax< EC�uRA W LWnC PLAxS BEFORE GROCEFp xO nrtn AMTP«rtgx Oi[SiE nOPID BACrcF¢L FOR. INSPECTION W Max E EFFECTED SO 1NA PROPER AWUS,IENTS TO THE SOE LAYOUT CAN BE ONfRACTOR i0 PROv«Bx nrtn WATER DEP,.APPRmED x5 F' LJ - ® pB [ .. _ OR _rx, r0 Al. t POOR 10 TH STAID OF CONSIRUCION TIE CONTRACTOR SHALL SUBMIT A SCHEDULE« - POm I S. ERD1gMANTE 70 T ME WRIER rt5[GEPEEER ORAREPP, THEC SMALL MOD"AID OM�RACIOR TO P-DE BN WITH AnCR DEPI, OR ME WOW Rpp y,pp n x x ESEMATT✓<.. RE SUBBASE UNDER ALL PAVED AND CONCRETE SUNBACES� Q w " O : [ O[tvet OR SALL c ACl ME ENGNEER TO WNETUE A M-CW ICTIOW . - 'THE""' Tx Fn F A EST (0. px[/yY Im UAST m'O(2)WEE)$RN TO CO,HEnCIG CONSTRLC110n. �� NCEU 10 IZESE PEPRESEICATS.ITA=.«IEMGA O f0[/WY f0[ Frc Wr IHP rnu S [<OM OR SMAER wnEPa BODKINS OFl xA THE RwLS NEER'FOR ApPRpv BEFORE AM UBEE PRMI ALL 1[Si Ell uBOR41 PR r ® Sot - P.®� AR - D Y OF, f LAND OBI E 1FST.RESULTS AS FEW RED VIDER'THEE M CWPLCTE REOURfMEN,S LUDNG BUT NOT y N a IIIIIIIIIII IIIIIIIIIII Wou. .WIG - ® ff rIO[ , B[.SWEEp RCSPoNSRL[loft JOB SITE SAftt AND Al CONS1Rutt W -5w TOOPB'RR.S NC MAULS AID MATERIAL cwRACTFMSTICE PER SPE •i WWE w i ® �. _ _ ` LREER-THA"` rt LRRGHEERNO n Smtf DOES Not ASSUME ANY -u: fwuS loft BAcxnu. Z e • WLI1Y [ ED FO COxSTNULIOx uE HIO USED. AL V ALL -TC vAl BORROW wTERA1 UNpCR_E".sOEwAI,SRC SLABS.PAD 9 4n�np 'I uT«S SMALL e[FWLOn[D NT AL ETC AS 10 DEVTH«LMTERAL PLAC[NFNT uq CWPACI Ox 1f5i xG _ CC nD HATeN[ ow v+ A AL TIMES.PEGu f31puS C C R PECNC AID'COMPACTW"Si lG FELiLTS A. w w MPawW Wx BE x F R OR SMALL BE TCRAL SIMPLE SrtF BY PERMiTCDON THE FROJE[l iSI vRINEECT o AID_NATNG Mrtn ixEPIESTEW AGERH<.Y AS NO CHEN RE I HAW TV SAGE OI n�LSE TIE ETE IAWE.CLEAN.ARE UNEL C-CHOxEIAT TIE AIR, A IN CONVL�_«THE CYAN NCE WORN, 1; L�Li I NWE7.WANRC o cawrt MAC AL UIELTABIE uA,ERUYs C OUNI.ED ER OR III LIMIT I TRCREONA SUB OPACE SQL K�=b Yg µ xPxxE.V F PLAO .11(API - B $TABL CLACECIED E BE 4POUND ITT HIAH COOL iA OR E LE RRALS IxCEuO[lEJ T _ .. g b ® ® NO, SOP I ... ' REx10US BEBRK SNOW gE.uCON61RUCTgHAn RUBBLE.iR ED AND FESEfoONLY - 4..L o� 4IALw4CHOW I HAT M PAWe P�.S��G��;�nEN�aEERn o:E R :,:ry 3 s Y W[S OE TIC LIFTS«PROvp5C0 IV'DSTVRBFD BY THE CO ITRACTOR'5 .. .. a mtl M N.AN Wl5 OPfNA,gNS,"" -1 APAR V BI,HE OwxER OR IS PEPRESEMs,NE n rV REETF.PENSF TIE CONTRACTOR 10 THEIR ORBIsx cW On AF THE 2 ` SPAv 9Rus SMALL BE R B DT -..- -•- #RR_-1 PTIE: CON,PK •••• •• w _ n e+m -' 1t WE G SUBSU«ACE REOCI IS I« nry pt irvE POURS. rt IAL BE THE 1+ _ TO WT[BwwlIOn as 10 TIE - -.- �••� 2RO 4Ru0 P.PFP + .. TIE CON RI TOWS fR L ROCK R A w w 1PDI rowT - SS THE NCS FROM SMALL PFOrztt AL uNxROPow10 C0IS SC. HAD UT LRY m WA[e4A CACHES FROM STRICT PEN DS SW LOBS REPALR ET THE CON ART RAC Ln FS x ... _. we OAw4ED By pDNS1RVtt Ox LOA05$)TALL BE ROPAmED BY CxF CO WNmACTOPS ExPExSE. - CONTRACTOR ACTH SHEET TITLE' Al Ell DI4 5GN5 WNNI TIE PRDJEGT LMrts SNAL;BE REIGNED IN—NOTED[ Legend and General RTro G �. --- ro WAR N p DTHE - MGw AREA Wrt w•N a,[KrAx _ �. + BW GL«A W 2 JDNTS BEWEEN NEW BrtDMWWe WNDPE,[FDAw.Y P.vENENT D SALE" Notes AMA RIEL SHELL.1 BE&Y.wCUTnTRUE�STRABHT.AL CRAVED R I �^ m W� ,Ell C x M[ +R[ Trz Av ExT AND/OF SUIRMSE AI RE-SMALL BE RENOVED ARUD 0 SHEET N O R PLACED. l9 C1.0 .: m ATE: © . ' m Pal - .. .. t5 ® ALE: N P k O wa BJ. rr BAXTER NYE 6sa z ENGINERIN T - \___ THEE7 --_---_ - Illir---- r'' I ! - -moo; SUR EYENGG .Z+� 1 //'��er+_\ �---\'✓th��\�\\\ -�O__\�_\ °\� _ ® O O / ® O.\_r:I'lII I i�IIII�I.P Ii E, IrII I :tY =I.7 oLEfLx,xfrt.x�r sn nd,xsa A�aaa Esa r o mr Ex61xE mE tmElraxs r Each andnon Mbe Ev.-l e(rss-Poonft y)e�e.cnnom lEl-zz6l - L.d S .16 Ha1M1 S, Hynno.ME—h.seUSs zoEFl0 zzn2o gr6onroA er ,\ n.,- GENERAL NOTES:1I4 i 1 Mwvs 4 4 nx Bla xi x4 f,lrtaEm+R.w-xrwK!W9x rw¢xc,\ , -- I I,i Au eeOPtwr ',u' -omrrfs xrx.s xafs rwn mdwv., N s u L r A N r 1 1 7 III Y n..rs aestt ros 1 alx IramE(wi¢p s x«rvEa?slaEr°1-ww emr iEl NEE n w , \ j .: Epx,r 51[Fi s xAvnKxer,;Fn°E \ FROM GIS, r I: n v.°(xcro°CEEj \ A.1/\ \ II I. I BfxdvtWlt EaTWrArt°BV ISO.S ri!°RCOS NSrcLinNi 1 ��1^^^TTT\ 1 I E z �_,�1 I - rcmm ro xavA uslnc mxvstax a smnAff - -11 1 1 CI m r L - I V xawc waxwmmx vNEVANEu ++ , 11 \ 1 - \_ ,-. 1 I: a I I_ I � ,} ♦ /mE�Ganr p°�sraaisnD(n�mrmt7 r o a: f I '' r � 'r I� ;°�wx M�r'� Narborrlew Hotel Investors,LLC �� t I 1 \ { 1 I \ \ ��- � ��I \ nwrcrrm.-zo• sla a rE,.a rw•.E'/ro' \\i 1 11 1\ \\ I i / \ - I I�I \\ , °:`anm c xf•d�:zs O—W,,Acr 1I 1 \ _ �' 1 I j r) a 1 xE Auaxrr Lx xuwrw uexx rs�Ers° ,r 1 gg �-\� � ... n I . I M Eavxe�naff a m�nii LdNaE'�f�ii wxR°�ixE°Xmu rL`"ralwrc�'O.m O - ' 1 A 1 1O I I I\ Jy----JJ""" �/' Z _ mE rtos xswwtE a•R wn mx¢s ms wu u zoa u to ro xcwvl.va a Q r��%'ply .�� •mE rs xx xrxx w tE c.(uE,a twntr h xxvExlr tarmx,. _ I r�---_ 1 .. __ �\�y I �.-1,'r',.-'�� •��mrt�,m+me,RxwE Ra_R»�vam xv arvin r.mov Qd xnxxa,� ��.wERad.� i pr r-ew-ao-soq,xo unurc tdvxrt5 ro Laxrt - ,!lEm�t��OExP AUF r°rl¢freer a OT9W[xd.rlf EEpAd Or 1 0 �,B EAfm YdRrAESE Rm4 LaAlu15 sN ENEf,e[fx°mr x x amegxR umina[�w`os"°t0mm10m°rrt[rn" rw. aro°'�sn•+a°�mws° aE°iw \ wr„D sl Px,iT xMd xWxr ff Ettagv4p 9r Mf CdrxCrdf inUE r0 U4R r, r, s rr, I - 2 -r --..�' �� _ \ •E.rcfxxE YMx LUFf uro ttxrEtlMrS WruMJ Arox BUFxSMbIE RMx R9wrx[x! @ < I . r 1, 1 =- =� �„mr+•I I •I I �� aax�'i er rxs mdano wa ro.ror:.rue.Ix.xr nmf ores Lalm wdE m° ^ �1 1 1, i +n;•"ss.n�°'• I I I � ^/ ... / -\ -�- r°iSmuwr"�r m�E�x�x w[we�°mr m xxrv°�1e xw xm�°iL� Y A A A A a A�d r r ';' 1 , ••e�"pO'. rr '-_ -- -- � �•'// -•�; \ '\\ w°�ee;Aaw m�uxuEe�wo pinivaruT d.aa f.ror:w sErd cp •�\\ \ \ .maxurro¢ftP Iv¢f m+rrsru Eucrac s¢rd afmm w rExluwr a ml r r..... .ol SIREE I G Existing Conditions NPNNLKEI A Dian NO _ •� w V2.0 m _ _ z AT E:Ofi/OS/2012 20 D 20 ao SC E IN FEET T 11 I I I LE:r.2n Mx. BAXTER NYE W Z ENGINEERING IS SURVEYING Z aRegistrId nofeasonal Eneinewa YM b lane Sue 78 Na1M 51—t-Stl Flow r s Hpn .M—,chuaelts 02601 (wfi)m Tso2 F,. (508)211-7622 <i S26/P4qCE�.L�4 ANP rAMP PPE-- \. Harborriew Hotel Investors,LLC a ^. i W u a \1 1 o wa 7-1 iPUSI n IxN L b 8 V J O NgEPS 1I xxe s,: R! roeu5 / 11.:11'a 1 31 I N/F MFF J26)PPPE� =� Oro ' 1111 I 1 ' - MPP l26(PARC PS {� II A dr 11�/ / x Q J S I I 1 1 1 03J N(�PtPJT icy/' 1 / • c YJ°�' a�P. IM; '1 � /' 1 1HVE5�• ,PW[ I 1 1.. �E. r s s l r .'-1�e1 ��:�...:"` ra ' .''' '°•�` wY`TUL'KET i" �W- -_ _...._.c- d,.• £� 0.---.n=b�--M p y ;' —.. Wane— y � W iW `5 � �'�� EET TITLE Existing Conditions - s 5,.- NW °�'^f,� �,•' _-�- y/ Plan SHEET N v—OMW-•�aMw—oH oN'n—hoc =SOH 1 � .:�- -� i j drenn� �la 1 AT E:08/m/z01a 20 0 20 40 SCALE IN FEET - An oealon e.:M aneo 0:2611-eos ne:Eoll-66s-Fora. g BAXTER NYE [sa z ENGINEERING& ►" SURVEYING '� LEHd s.a �oeaxs�m°i Engu,eRe �i an riae �G: 76 yo ,h$heel 7etl Floor n° h.aa M..... tts 02601 I V- Np H n Phone-(-);;_X,P 4 AN _ o _ T STREET r w ID a e y _-.. nsDLrnnr -�D lxer n6M[T111 Z, •�: ✓f�'f y z ¢ �`, M J28/P4RCCL Oi S CnD M 161930,59 1 y {I � II I1 PRE PnREO FOR: Harborvlew Hotel Investors,LLC UN ; Tt V. C I J e,1 _ or FROM cis/ I I o y.g CAS -7-4- ° 1 I IiI EAS.�� I I - e 1 / 9NEET T TCE Existing Conditions 't F Plan j1'i11eco11SHEETNO pTE:oe/o3no12 111 1 ° / .. Y•-�.. 1 I I I;I I �� 20 D 20 aD 11 1 9j p 1 SCnLE M FEET [E: ...... wwn oe x o x1R a o:2D1 i-DpJ T 1 Sd, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application* J s 5 Health Division Date Issued Conservation Division Application Fee I Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address =�2 0&4A-; !!5,- A/L 4WA2 Village Owner I ��� T`� Address 1Z_V 0d),4e 4z�y Telephone ' �e% � Permit Request �d r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new 10 Total Room Count (not including baths): existing new First Floor Room Yeat 2 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other TOE y0� �'iQ Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wo coal;to a %3s ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ N g 'b new size_ s Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1014. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use _ - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �fW; 6(�x.l 4��'i�_ Telephone Number ,62:5- ,,�0 / Address License # Home Improvement Contractor# Email ),06, 1," _C&oNorker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO OnJ !G e'T_ Zba/ SIGNATURE DATE s FOR OFFICIAL USE ONLY 1 ' APPLICATION # DATE ISSUED •rf T MAP/ PARCEL NO. !` ADDRESS VILLAGE ` OWNER DATE OF INSPECTION: °� FOUNDATION FRAME INSULATION rl FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r • k DATE CLOSED OUT ASSOCIATION PLAN NO. >f i r ' ,Tie CQnzrnarrf�e�it a,f1�Fr,�.�rrciirisetts . Deparoriew&frrdrrsh ialAcddewg - --- f},�,free 00M.-Tsd9afions \ { 600 Washfirgton Silreet Bastnrr,MA 0 1,T1 1w,Fmit ntasy.gvrldia 'G-kers' Cumpensaf mInsm-ance Affidavfi�Bmlder-s/Cuairacturs/Flecfr cians(Plumbers ApplicantInfarmmtiarr Please-Print Le�'bfv Y Address: Ci� ta :. �� ® ® Ions Tire you an emplojer?Checktbe appropriate bon T project r . am a�general cozifractor and I �c of ectegm�P � { ed}= I.El I am a employer with ❑I g 6- ❑New consfruction employees(ffilf andforpart--time)-* 'havefsired.tfM sdb-caakeacttos 2.0 I am a sole prop ne.tor Grpartner- listed oatlie attached sheet: 7. ❑RemodeSing ship and have no employees. Mese m2b--contrac#ors have g. ❑Demolafioa wotEne for a in any capacity: employee:,and.haive I�c&ere 9- ❑Ruilding addition R&wo�rEr'cowlp.Fysu am .a ccamp-in uranc3F { re fired] 5. ❑ We area corporation.and its 1 ❑Elecfucal repairs or ar3 ions officers have PXFfcised their 1 L lumfrin re or add%tiong 3.❑ I am a homsowiier doing alt;work ❑P g Pairs. ex iszyst=l£[No vstaikers comp- ri�t of exemption per MGL L.❑Roafrepairs ' imm=ce required,]i c.152,§l(4k amdwe have no, employees.[No wormers' comp_insuranmrequired_Z * Any appB=tEbatrbedIa box PIpsialsoMasttbesecdombr7awshvRingdm!r mrRe&-compm5sfiaapn&cgin5mnzdan_ $B=nanamQrcvrha submit 3vs afiidays i rsting they SM doing s3Iwrak and thM IE n onLddecoahmctnrsamst solfmitanewaSdwt indicnzng snrT, FCantactorstnxtehprl: is boxmustattadxedmr.addilinnalsheasaowingdian-neofthesdb-c msmdst evrbetheGarnottbnse esha�e emp5uyem I€thesnb-{autact=J=veempTapees,tbeymnstgmvidetheir mnrkese mmp.pality ex. I arts art autpFof�r tlirrt isprmzdrirg iaarkers'carisir�erzsrztznrt irrsrtra►zce,far rrz}encplvj�es $etrs:v is Yips poticy�rind jala�f� tn,fprmrriian Insurance Company l\TanIT Poricp or pelf--ins_7 ic_ Expiration Date: Job Re Address: CitylSta&zip: Attach acopy of the worker&'eompensmdonpolicy dedarafion gage(sh-owering the policy number and expiration date). Failme to secure coverage as requiredunder Section 25A of MGL m 15T can lead to the imposition of criminal penalties of a fine up to'$l,SaO_GG anWGr one-year imprisonafe f as well as civil penalties•ia lie forat of a STOP WORK ORDERand a foie of up to$250-00 a flay again#tbs violator. Be adidsed tli&-at a copy of tlYis statement=my,be forwarded to the Office of In`resfi ati=of the DI,A for insurance coverage rerEffcatign._ Ida here-by cerfi rzcc r ' s andpeaa des ofF l 3'fliatfi<ze infarirznfrtrrrprmi&d abm pig bwe auzd carrect Suture. Bate_ Phone t3,Oird=-a anty. Do apt write in this.area,&t be wtgpkad by cite artoI ru a;ffr WL City or Tan'u: PernFitUcense g - Issuing. nffioari tl*(circle one): 1.Board-of HeaIt h 3.Building Department 3.tjlTown(Ierk- 4.Electrical Inspector S.Phumbmg Inspector 6.afhw Contact Person: Phone#: — 6 .a,mob: setts General Laws chapter I D regoires-II employees in provide workers'.compensation for their employees_ this��,an eaplvyEe is defined as_'-everypeI'3D':L .fjie serPice of another under ray comxact afhire, express or implied,Aral or writ " An empTayer is d�fined as`pan individztal,parfneisTi�, assDciaii on,corporation or other legal cE± ,or ma two or mom of the foregoing engaged m a joint pIIsD.andi aah>�m9 the Iegal repre enfatives to a ees_ HoweQ the receiver or t mstee of as iafviffi 1,paltaMSTtip,association or other legal titY,=2 ying� Y owner of a dwellm$honsebavmg not more than f3u"ee apa[fin=hs and who resides the =i ortlie occ¢pmt ofthe- dw"ellmg house of another who employs persons to do ma%ltEnance,consh-adion or repair work on snub dwelling house or on,the grounds orbmldiing app�tfheretD shallnotbmause of such employmentbe deemedto be an employ¢" MGL Chapter 152,§25C(6)also st dMS that"every sfPl� ea or local Iicsimg agency sTh rFli an whold the issuance or renewal of a Ticease or permitto operate a bUSkess or to constmct bmIEngs in the commonwealth for any applicant vFho Tian not prodneed acceptable evidence of cdmpHau ith the;nay Ounce_coverage reg is. 25 stairs`Neithcr flie con mcnwealth nor a'ay of its political subdivisions shall Addiiionally,MG2 chapter 152.§ �(� enter intD any contract for the performance ofpnblio work vitI acceptable evidence of compliance with the fi sm73ncc6.. regarremets off is chapterhavebecapresentedto the cordrartin MTic)zityf APpIican-ts PIease fill oft the Workers'compensation affidavlt completely,by checking"ae boxes�apply tb situation.and,if your necessary,supply sob-�DnftaCtor(s)name{s), addresses)aodphonenumber(s) along wiatheir mrbEcate(s)of a .e5 C orL-fiuit LiabilityParfnerships(LLP)v,nno employees ofhc[Beanthe ms-orarcc. Limitr-dLbbilitp Comp (LL ) members or partners,are not ragnlmd to=Y wDrice&compensation insurance- If an LLC"or LLP does have employees,apDUccY s requited_ Be advisedthatthis affda: ybe snbm�d ta the DepaL-finent of T fvial fida AuHdems for confnnafion of msoi'mce coverage. Also be sure to sign and data the at�davit The affidavit should str notiheDepa:dmr-dof b e retnmed to fire city or town that the applicafian for the.pewit or license is being rrque o t tb-c t a workers' Turin. t a1 AecideaTts. nualdyou have airy questinnc regardIDg flee Iaw or ifyon are required _ e o . Self-insrn-ed companies should en�`er fiieir co msafionpolicy,pleasecalltheDepartme tatthenumberlimedb I vr self-mrnrance licer�.se number Dn the appmgaata line. City or Towa Officials Pleasebesmefhatthea$davitiscompleteaadpri�edlegIly_ TheDeparLmenthasprovideda ce spaat$ieboitom 0 onto f�Out infb"e event the Office oflnvcgd ations has to cordactyoaregardmgme applicant: of the affidavit f r y Plcas e b e sire to frllia file PE itcense number which w�be used as a reference number. In addrtion,aD apphM"t fiat must submit muhip p applications need o submit one affidavit iadica�g current Ie e�.itlIicense IicaiiDns in any given-Yeah �Y policy information.[ifnecessaiy)and under"Job She A E—rMs"the applicant should w "3II IDcatiLns in (cry or town)_'A copy ofthe.afhdavitthathas ben officia]Iy stamped ormaimedbythe city or towimay be provided to$vie appHcant as proof that a valid affidavit is on f ilc for tierce peunifs or rtcens es A new affidavitmust be filled orb each year.There ahome ownes.cr aifi=is obtail ng aliceose orpmnitnotrelahAtD anybnsiness or commercial Yell (vie.a dog lic®seorp=nktabtanitavesdm sucIpenonis NOT regoaedtocmPlebe'Ihisaffidavit The Office of Inyesligaffins would h"I C to flank you in advance for yom cDoperafian and should YOU have ray que ins, p Iease do not hesitate to give ns a call. _ The geparim-ent's address,telephone and fax comber. . The Ca�M an of I�sa Ghmi� Depa mmtofI�dustielAoci��n Bagtau MA QiI II Revised4-24--07 �����-Er�d�. I I ToWn of Barnstable ,. . Regulatory Services gear. 8 4wd V.So%Dktoar � `8"° BniYdiag Diviiaio xt Psul Boma,Bn mWg Ccm nh&ner - zoo�shear,Hye�oais,MA o26oT . Office: 50&962-4038. Fax $09-790-6230 Property Owner Must Complete and Sigh This Section If Pal g A Builder Ow ner wner of the sub ect }}__ l property hereby suiu riu TD Y)VI K rl&1 m act on my beh4 in all matnets relative m vozk aathormed by this bw7ding pemm?t appHcaum fon ! 3 ffijLwnt6Deean dreg ,n� o2:1noJ (Address of job) —r— **Pool fences and alarins are the responsibility of the M=Umt Pools are not to be filled or ut ized before is and all final inspections are performed and accep Signature of O*= M146—unt Print ame Daft - i Mass. Corporations, external master page Page 1 of 2 { r • r n Corporations Division Business Entity Summary _ ID Number: 043457109 Request certificate New search Summary for: HARBORVIEW HOTEL INVESTORS LLC The exact name of the Foreign Limited Liability Company (LLC): HARBORVIEW HOTEL INVESTORS LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 043457109 Date of Registration in Massachusetts: 02-25-1999 Last date certain: Organized under the laws of: State: DE Country: USA on: 02-22-1999 The location of the Principal Office: Address: 1209 ORANGE ST. City or town, State, Zip code, WILMINGTON, DE 19801-0000 USA Country: The location of the Massachusetts office, if any: Address: 213 OCEAN ST City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: GOULSTON & STORRS, P.C. Address: 400 ATLANTIC AVE. C/O ROBERT C. DAVIS, ESQ. City or town, State, Zip code, BOSTON, MA 02110 USA Country: The name and business address of each Manager: Title Individual name •Address MANAGER ]ON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA MANAGER DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043457109... 11/29/2016 Massachusetts Department of Public Safety : Board of Building Regulations and Standards . License: CS-099577 Construction Supervisor. r; JOHN C SPRING 71 ANNIS DR#16 GILFORD NH 03249 Expiration: Commissioner 12/13/2017 Construction Supervisor Restricted to. Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Codejs cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS 4- � i — 1 1 , VVVVVVVYVVFT r 1 ROOF PEAXIFIAT ROOF DEAT0. 6CntE:t r?.M . \\\ raw.uet /•• / 1 1 , 1 ' I ' at 1 ruauiemn (- usurouv.mp i 6 , . I EAVEDETAIL ' I 6C le i,rr.ry ' 1 1 roaev.,m I� 1 1 , \T 1 I PATIO DOOR SILL MAIL , _ aulE�Vt-nv 1 uev..:r.v I 11�I rosnnme � ee..-:: 1 ' - � owu°O1ie.w�T°"imw.��w"°"i°NtlE nwn.p.°pwwwe:e � WINDOW HEADS SILIIFLOOR EDGE DETAIL PATIO DOOR HEAD DETAIL - SWEitR.ro :r?.Ap - wma°a m mm murwwco rOOOf� uay..,m.v - ..... erppn,uranrru wwaou ,arutv.w�r..^•= 1 ...:....-::,.��;.:.:,:.�. ° \ roaxou rrev G , I t t C e. \ . G 4 TO mamw.rrw e . roew.,c:w,n°wm A . 1 WALL SECTION — — ?AIL�EOTON SIDELIGM ML DETAIL PATOOOOR SILL OETAII ,r2.re BWEt,?.nv i D 1 [n ISSUED: REVISION: ITT Mla6FORO@4TRUCRDN 05,S6 T:ILREVLSDN$ Hyannis Harbor Hotel 0MODDe10RWILuwirF UM a A4OPECHEE 9 0 ..Ic:wr:ccr,�s:rva Ocean Street N ` Hyannis,Massachusetts .n.."...>•..:..,�,w.,�,:,..,. I I - I 1 CORNICE OETAIL _________ _ v 1 — 1 1 t , WALUFLOOR®GE OETAR ROOF WTERSECTION OETAR riana, nNh, WFLUFLOOR EDGE DETAIL 4 je Ow�.rtimmm�� I A �t l WALL DETA ®EDGE OF FLOOR S STORFRONT GIAaNG HEAD 6tnett?.ra �mrx,o,wm+:eeEaar tram fc C nLvronwnw. ' r� r nF.naaofw,wn i -t I - emmvx vux.m /�� =III=III-III (— STOREFRONT G NG SILL DU- ewe t trr.ra (n ISSUED: REVISION: D OM9.mFR 05-M60ETA&FEVOW Hyannis Harbor Hotel > j a /AOPECHEE OrZF Ocean Street 0) NQ, ` Hyannls,Massachusetts 5 .. ,. 4 :REVISION., 0 -22-16;REVISED.IM)JC Q ,DRAWINGS:: Q5�91k16 REV15 D ItV }EX QF ORAIIVINQS 08- 16 REVISED I (O C3F 41�tING.S F • tgrr'�a' ,r �r ld Lam,, � � �' �'• I�StE;• � '�%<.f 7�va �� 1 Y 5 h�CI;g r w '"'= 3* "�L"�t :-.. z•� �,r '.i� ITS. f''i � K :� i � "-..r 4� .. ...,..,.... �". r^ A?i' •.., ,.....:.. ... � �.- `�"- .P.,�^2�-r.H.E�.. k•- r*�" "t".�'`,F.�: d�.'�t: -5-r -`�.:.�"..,.n,ts�r,� �^as �. ,+h d. }', 4 :. `?�. +.a ,.+ :,; k,"�5�..3 k. Sr'� � .....,. <':x, .Y �� ,- .'�`�.-rk.� �, .. ';n• .`aS`. 2. '� ti ..4 a :t�, .�:. .....,:. - t`f.;;.3,-: -:< r R�S .. •c: �.{_y....7..4 .._..... �: :..a:.L�."4'"k5 :..£ w .r:'Ix. � - :. *-'va� ,._E* 4 a. .� �.- r -.rt;,:E.s � -i u-I kr 3 •, I.... .:. :...... :.:..:�-.c.. ..:.u�.�� ,•,_fir,.+ .rt. ,� �sv ., .+„• :i.X',....- -€t`-,_. ,.�.- _.,,. .. Win.,:-�:. _ ., +$. �K �,',. ��e.. �r^r1' Y� .. :::: ..... ,..s .., Y. mn. r.,.�..t._ .. .. w. C' ..;,-Y.. ..C.�.`tR� k2>S.. t5-.> vim• �r'H5 v' f -:�. Y .: I.,<a, 4 -..,i...4 +..a..x..rv.,,,.o,fir,.,. r.. -: .r^.. ..: ,:.3., r Y` T} r _i�i" •�l. ... d3- d �.'.:,.r � ..+...� _ �..:.... ...:.- :....... '.t i.1V x .W' k f$A rh. ....'•. .,:� r x fi3 :..f - .. ,: ,-.. CAR PANELS ANO BATTENS t S :.,PVC CELLU :.ASPHILLT ROOF SHINGLES .�..., :: �.. .. t' '•' � '- � PVC CELLULAR FASCIA TRIM dGORNERBOAR05 - -' . ........._....... .. .............. ..................................... ROOF ry - , ' FIRER CEMENT SHINGLE SNAKES V v ''' °^�a"''L• - 1� .I yRF"N •Y d -#, �� r � '� �� I �7'} g � �b1h �� 4h , i ''. k T, kt +4 ' Alp ::. . r:.'.: _,:,. '�a �rr �Fj,�`; �� `�rtJ _,.._ .i._.. ...:, ::...-._ .• „s .. r°'-V,r. ..Yti4, e`^"fr :1 t�x •-ad,d �+y...'yap •L ..1`,in°.,"Y.'r'_a, j_Y,!sX. ..4 .,.:. ::.. _..,.: .:�.'�(•' kJJI'+.'1. }'....:>4i. .5: .., -a X 1. 711:i .1 .e��`3.'F D .' L`....Z �S y �N� .-:.-.r -�� � \ r' ..�x�.�.,,,\� `� �'#t..vr•u'"s s,.,�-. IOING'FRENCII.000R'W/.ROMED"..:i; -.�._. �.,:.. � .,.,•- ..,," ! - -.,-�: l' a. .�.. 4 b 55:}r;. `R ASPHALT ROOF SHINGLES P S d :, v27 (-? , 7 JU4:IETr)=RAILING- FISER.CEMENT SINGLE SNAKES - .PVCCELLUTARFASCKTMIM& - '- J • .r CORNERBOARDSMEMO WWI ' J s � R.� a� .k Ir ' STONE VENEER . HYANNIS HARBOR HOTEL . PVC CELLULAR ENTRY TRELLIS Hyannis, MA-schematic elevations Ala p a r-O dato Zd.mry.2012 . PRO CON4 INCORPORATED - _ 1 74 U. im Y �k�� w �.� Ott{;.., r:. +ate":- �:.� �Eh"'•Y� .. :s f:,kYa r .':,. .4)a*m'�T to-:.-Z' �,. xy� i'h-.ua'"'�- _ r"�x:::�`'� ��'•Y."'.>:. '.�. . - ..,K,.r-, dd ;. �i..CE1�:'�1lAiiP„VE.FASCN,TRIM.6 C0 EHB 9 ,a• .,;� } r.+a "Sf.-'7.d t.+s 9 .:Yc'?Y�k..i... RR.,� y p, '' ,`tr'rt -. . �,^*v, k • :._, -,..: ,.,+.,__ �-.'.:�+»..x .. =-aw•_< ...,.. _ _Jr :. ........., � � fi...�c.: w a�- -�°.. ,r•'af v :�����a �.' 'e4 i ��y,� i-. -:> :'•-1' ,.., '[ -P.VC CELLULAR PANEL9 AND.BATTENS 5 'r• k t jt.,ir} Yc.;„+ >��, . ,. �,• -•. :.�:�. �.:. PVC COMPOSITE RAILING6 ':'; `: ..-,.' 1- — FlBER CEMEM SHINGLE SHAKES it SLIDING FRENCH DOOR W/ROMEOr - JULIETTERAILING }� Z , 4.,st�v "StBE5 � n .� k� . 1.4 3.,. s RNERBOARDS i ./,. .� .. Ti.. v,'1- .. ': '�+ , S Y47 rtYh,n f.fit "4't"'..;,, PVC FA6CIA TRIM 6C0 �( ,„4 r. { +.r C .' ..?; e.> .: . f, :r'•.0 , -- , ;Y . � -`m .x ', xiju x �... .,.u, �`? .:.r.,� r+,.x. '{dr :•. c..... e, rt T4a. .. .., .. .: .1:+ PVC,PANELSBBATTENS `,' t� I k zzi mu ;F k. .1 Y' k ..,.. Jv.,R.t. JT J -i .: :... .. Yt:..,. .- {k�s .•F,....:.,._... ......... .... .n .. �=�'..cC', ,... .. .,.: �.'-. ..� 1.-.. .�'"! t. U ..�. .,.f. 't. :rate , :.. •.4. :k 'Y �� �.� 1 t'i +.' Y� 1+,zt� t '';s:��1^ ,_. _..,.. .FI9ER CEMENT,SHINGLE SWIKE�.'..n:...{.;'1r 35 'i+]y1� �'?�a �,x.. { .<.:/. �.it.. f 4.�.+•_ :.:, t - + I��. � -y 2'^. ����;?�,.,.� g -.�� .�a,. .:... ..s.�,t� �M _ - �� 1 '` +" 1 S } FJ ✓`: r ! ASPHALT SHINGLES � JULIETTE RAILING � � �j{ $�� ' .. R� ROGFOF1fI u �. �, ,.a... ''7 .rot'• y�Yil:7?1' . W _ 4 - _� . HYANNIS'HARBOR HOTEL . Hyannis, MA-schematic elevations swabs dotes 14.may..sou ' PRO CONi; . - - 'INCORPORATED • . n.,g.nms c.n,mmN.,+As.rrayor�rr .. - ywwr m,vr.cn.a , /AAOPECHEE CONSTRUCTION CORPORATION Opechee Construction Corporation 11 Corporate Drive Belmont, NH, 03220 Hyannis Fire Department 95 High School Rd Hyannis, MA 02601 RE: Hyannis Harbor Hotel-Permit Application: TB-16-1812 Dear Captain Rex, We understand that Hyannis Fire Department approval is required for the project at 213 Ocean Street before the Building Department can review the project.Due to this requirement, we sent hard copies of the structural and architectural plans to the Fire Department for review. Because of the design/build nature of the project,the fire suppression calculations and design are forthcoming. The sprinkler plans are in:the design stage, and will be complete shortly. We will send there to the Fire Department as soon as they are complete. In the interim, we kindly ask that the building department be able to review the permit application to maintain the project schedule. Thank you, and please feel free to call anytime: Sincerely, Andrew Pike Project.Manager Es?3 11 CORPORATE DRIVE BIELMONT • NH A3220 PHONE (E03) 527-9090 W.OPECHEE.COMI LICENSE OR 1�r PERMIT BOND -11 Pin= Q� ��JT � Y• 6. 1 Bond# 106543025 LICENSE OR PERMIT BOND KNOW ALL BY THESE PRESENTS,That we, Opechee Construction Corporation 11 Corporate Drive, Belmont,NH 03220 as Principal,and the Travelers Casualty and Surety Company ofAmerica a Connecticut corporation, as Surety,are held and firmly bound unto Town of Barnstable,MA 230 South Street,Hyannis,MA 02601 as Obligee, in the sum of Five Thousand Two Hundred Twenty-Four and No/100ths Dollars( $5,224.00 ) for which sum,well and truly to be paid,we bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. Signed and sealed this 2nd day of August 2016 THE CONDITION OF THIS OBLIGATION IS SUCH,That WHEREAS,the Principal has been or is about to be granted a license or permit to do business as Street Opening for Hyannis Harbor Hotel project at 213 Ocean St,Hyannis,MA 02601 by the Obligee. NOW,Therefore,if the Principal well and truly comply with applicable local ordinances,and conduct business in conformity therewith, then this obligation to be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER; 1.This bond shall continue in force: Q Until August 2nd 2017 or until the date of expiration of any Continuation Certificate executed by the Surety OR ❑ Until canceled as herein provided. 2 This bond may be canceled by the Surety by the sending of notice in writing to the Obligee,stating when,not less than thirty days thereafter, liability hereunder shall terminate as to subsequent acts or omissions of the Principal. Opechee Construction rporation air 1 - ry t i Pritcipal l/ By ` ' Travelers Casualty and Surety Company of America AGENCY:P.O.Box 511, Concord,NH 03302-0511 Christine M. Hosmer Attorney-in-Fact LMS-10908 10106 L _. WARNING:THIS POWEF>;OF ATTONNEY S INVALID WITHOUT THE RED BORDER ,Cr1 POWER OF ATTORNEY TRAVELERS) Farmington Casualty Company St.Paul Mercury Insurance Company Y Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 230343 Certificate No. 006559544 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Daniel E.Church,Bruce H.Langley,William Ver Planck,Paula J.Cantara,John T.Whiting,Michael P.O'Brien,Christine M.Hosmer,Ryan Stevens, John M.Harbottle,Gary P.LaPierre,and Matthew Blaisdell of the City of Concord State of New Hampshire their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or perm tYed'ina yy�action��proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to'be signed,aand �orpor9ate seals to be hereto affixed,this l lth day of January 2016 � Q��� Farmington Casualty Compan � 4 St.Paul Mercury Insurance Company Fidelity and Guaranty4i surance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insuralce Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company G�I.ySUA< rplPE 6 �rN �NSG •'+IRSuq"`wt Jr�tV ANO Np SURoy - Y O y J •'p G � P RPOR `(" FORD � 9 5 (i d1�Qfl�RAtEII N m`� �( ... F iWrpOaPORATf�? 1 Z 1982 o y9]] �; ff =ZE .o: HACONN. o o R0. aO yic'�- 195 SEAL.i�o? SEAL;a ;, cowN. +• a 898 State of Connecticut By: City of Hartford ss. Robert L.Raney, enior Vice President On this the 1 Ith day of January 2016 before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G•T!'T In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016. LBU� * Marie C.Tetreault,Notary Public 58440-8-12 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVAL D WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairmari,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian,Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and UnitedtSta£es Fidel ty�and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Compa1n"ees, iw h in full forceV*d effect and has not been revoked. A, 0`t((iiYY,,l1� �j(i�►' �1 `V �7� n IN TESTIMONY WHEREOF,I have hereunto set my hand an ,ffiixxeedth-seals of said'Comp"a�this G day of f�l� US 20 1(0 . Kevin E.Hughes,Assistant Sec tary W r,I.S V,��� Q,W••� JyF\AE 6S O\�N �MS•49 f p+•' JPlIV ANp� HW"+�9f/Yl�, YY•Y.-fp Oq� L C=YV--eP✓4V.P '� r1:OR P0AA>'t {?J •`•n 49 L9 F. O�yqP r f ,r"o p I e:' Pf f.m �u r�paPORATt:i,t�? 19 8 2 0 1977 t — a; a CORD , w,rtrroFm o �`5EBL os od.SEAL%D CONN. o caNN. 1896 A� �g....... • �� '•'I At1�� To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ® DATE(MMIDDIYYYY)AC� AC� CERTIFICATE OF LIABILITY INSURANCE 8/2/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Jennifer Letendre NAME: THE ROWLEY AGENCY INC. PHONE (603)224-2562 FAX,No:(603)224-8012 45 Constitution AvenueE-MAIL y ADDRESS: letendre@rowley .g a enc com P.O. BOX 511 INSURERS AFFORDING COVERAGE NAIC# Concord NH 03302-0511 INSURER A:Firemen Is Ins Co of Wash DC 21784 INSURED INSURERB:Lexin ton Insurance Co. 19437 Opechee Construction Corporation INSURERC: 11 Corporate Drive INSURERD: INSURER E: Belmont NH 03220 1 INSURERF: COVERAGES CERTIFICATE NUMBER:16/17 CERT REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MWDDIYYYY MMIDD/YYYY X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE -OCCUR DAMAGE TO RENTED 250,000 PREMISES Ea occurrence $ CPA0120746-23 08/01/2016 08/01/2017 MED EXP(Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY jE LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY (CEO accident MBINED SINGLE LIMIT g 11000,000 _ A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED CAA0120747-22 08/01/2016 08/01/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident Uninsured motorist combined $ 11000,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 A [4 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED I X I RETENTION$ 0 CUA0120749-23 08/01/2016 08/01/2017 $ WORKERS COMPENSATION Section 3A States: NH,VT, X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA MA,MB,RI E.L.EACH ACCIDENT $ 1,000,000 A (Mandatory InNH EXCLUDED? WPA0155893-21 08/01/2016 08/01/2017 ( rY ) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Contractors Design/Build 017082058 08/17/2015 08/17/2016 Each Claim $3,000,000 Professional Liability Claims made/$50,000 RET RETRO 12/07/98 Aggregate: $3,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) RE: Street opening permit for Hyannis Harbor Hotel project at 213 Ocean St, Hyannis RA 02601. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town_of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 South St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Robert Simpson/JLP ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025omaml Initial Construction Control Document N To be submitted with the building permit applica' bffl SAWTABLE d Registered Design Professional for work per the 8th edition of the _ ; M 2: 21 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hyannis Harbor Hotel D to 06-09-16 Property Address: 213 Ocean Street, Hyannis, MA 02601 , Project: Check one or both as applicable: IN New construction ❑ Existing Construction Project description: New four story 63 unit, steel and concrete, hotel building. I Keith A Kelley MA Registration Number: 32167 Expiration date: 08-31-16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural[X] [ ] [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties.for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. AR Upon completion of the work,I shall submit to the building official a `Final Co Q ument'. Enter in the space to the right a"wet"or No.32167 electronic signature and seal: SP4 0 i 1 Phone number: 603-527-9090 Email: keithk pechee.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 07/16/2026 14:09 50886GO040 WOOLSON ENGEERING PAGE 02 ' Znitial.Coustructio© Control Document To be submitted with the building permit application by a Registered Design Professiotlo for work per the$th edition ofthe Massachusetts-State Building Code, 780 CMR, Section l07 Pro'eU title: St1 Property Address: oZ/,3 ...6 .F'c.:�' _.: Project: Chcch one or both•as applicabic: 1;J 6w construction i .Existing Construction 1 0_u_P MA Registration Number re• rs�ened itesr �{t Exprratron i9a it! ,am a ,� �n.projessrvixll,and I have prepareA or directly supgrv:isedthe,pre computations.a►id`specgi icationscoiicemii psrallon of-al'ldeal s l p--- f J'Architectural- j .) Structural' ( ] Mechanical [ J Fire Protection ( 'Electricfi;i [ j Other for the above:named project and that to the best of my knowledge utfo Won.Rnd Hoek pleas;compusatianc•and specifications meet the applicablo provisions of the Massacl yse[ts-$tatb fittilttirtg*Cade; R),anti accepted engiheering practices for the proposod project- l undersfsnd and agmZ'That 1 trtti dtsAt ) hall'perform the necessary prokssionol services and be present:on the d6ristruction Site on a rCgt lxt.a p todie;b t tp xnd tkie:destgrLoneept,shop dia ittgs,samples and.other submittals by the COttt c#or%ri e4pr d wtth tfii� i ftttante tits nt Cjtie ronstruction documents. 2 Qet"orsh fi a;dtstiee'ti}t dtGGg�lcr "pro i Walla•SI 730 CNIR Chapter, 17,-as-'applicable. 3 Ei�lr eitt;ai irtte�rv>#l�apprpprtatt efs.(t,c,t$,&n0o tstruct`on:to tAcom erally:,farriiLiar with the progress and ,c�u'ek4?y,Of,.tE%etv�rfe;�t�;lvdet't�yttC,�f'43�w,;��3•r#.,is t�i'ng=Perfvrmed'rp tt°rrtttttnerc()nsistent with rite 8ppcoved construction documents and this code. Nothing in-this dmiment rellevcs the coni•ractor of its responsibility cegarding the provisions of790 CMR 107. When required-by.the building official,I shall•subm.it fiel&progress reports(see item 3.)togethor with.,perb OF comments,in a form acceptable to the building official. upon completion of the work,t shalI.submit.to'the building officia I a Final Cor+struction Control Do VOMLISM Enter in the space.to the right a"we}"or tlectronio;signaturc aild seal: t!M Phone-number Sp & b"�p .. x. .. �ttrtil; � .+�6 tt+ tQ�nx Ot}iciai t)aeoniv 4 $ailiing(JCiAI Nance:. , version ft 11 2013 - ' Initial Construction Control .Document Pro1ect No: P95-04 To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project 'Title: Hyannis Harbor Hotel Date: 20 July 2016 Property Address: 213 Ocean Street, Hyannis MA Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description: Unit&Common HVAC Installations, Elevator Shaft/Mechanical Ventilation 1 T. Varnum Philbrook MA Registration Number: 30690 Expiration date: 30 JUN 2018, am a registered design prrrfecsional. and l have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project _X.X— Life/Safety Structural XX_ Mechanical Fire Protection _XX_ Electrical ecord for the above named project and that to the hest of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code.(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that l(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: L I. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in u manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `final Construction Control Document'. Enter in the space to the right a"wet"or 11A or�t electronic signature and sea]: ,c T VARNUM u� PHILBROOK MECHANICAL P No.30690 o In Phone number: 508-385-8682(o)&508-364-1301 (c) Email: ess�OJ erizon.Net Building Official 11se Only Building URicial Namc:_._ ------ --__ ------ Permit No.: Date: Notc I.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen, provide a description. Version 06 11 2013—mod 08_21_2013 tvp Initial Construction Control Document To be submitted with the building perinit application by a dRegistered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Hyannis Harbor Hotel 01/2.9/16 Project Title: Date: Property Address: 213 ocean Street, Hyannis, MA 02601 Project: Check one or both as applicable: P� New construction Existing Construction. Project description: New 4-Story steel and concrete framed hotel building. i Jeffrey S. Nawrocki 34168 06/30/16 MA Registration Number: Expiration date: , am a registered design professional,.and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [x] Structural. [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become.generally.familiar with the progress and . quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.).together with pertinent comments, in a form acceptable to the building official. Upon completion.of the work,I shall submit to the building official a `:Final Construction Control Docu J*gf,v Enter in.the space to the right.a"wet'or electronic signature and seal: JElWREYS. NAWROCKI M I STRUCTURAL No.34168 Phone number: 603-433-8639 Email: jeff@jsneng.com I Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel . DUILDING DEPT. Application # li? Health Division NOV 0 �016 Date Issued ' Conservation Division Application Planning Dept. TOWN OF BARNSTABLE Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis t5• Project Street A _ J'49,eCP_K ��V''i``ll lrOwner7 rlo r A 0 tatAddress �eo'ne' 5-0 3� P4 erm.it.Re q st 6, k 0 c- /rA is Y1, G (-0 C2 trail O O K s a a- a fotzz zm��, OL 9 0()Al,,S a 0 C_ �01 IV Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Proje�aluation-- - -0_-N Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) C5Narffe— Ad rd ess �z`rt P _r�� ��P ' L ense # .�7. .. ,5 Home Improvement Contractor# ail Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATVf. E f--ATE. � `' r FOR OFFICIAL USE ONLY APPLICATION # f DATE ISSUED -.MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. .ate Co2nmoyt€ h of Uassachus Deparhuent of1ptdmstrial Accr dents 600 Wnyh-ington&t -eet Boston,,M,4 02111 n my inasmgovldia Workers' Compensation Insurance Affidavit.builders/Contaractors/Electricians£Plumbers Applicant Information Please Print Legibly FlameakminesslOrzani-ationdn&iduat)_ R 0 0er-t CitylStatrlZip: a �� Phone 4-- Are you an employer?Check the appropriate boy Type of o'ect r uire _ 4. I artx a contractor and I 3'Pe � J �� �_ 1-❑ I am a employer with ❑ f� 6- ❑New lion � loyees{full and/or part-time}* have hired the sub-contractrns. 2-1910' am a sole proprietor or partner- listed on the attached sheet: 7- ❑Remodeling strip and have no employees These sub-aontractcrs have g_ ❑Demolition. w for me m an capacity- employees and have workers' working y 1 9_ ❑Building addition [NO Workers.,corup-insurance comp_insurance required] 5-❑ We area corporation and its 10.0 Electrical repairs or additions 33-❑ I am a homeowner doing all work officers hum exercised their I1_.0 Plumbing repairs or additions myself[No workers'gyp- right of e2mmptionper MGL 12.0 Roof repairs insurance required-]l c.152,§1(4),and we ha,%m no employees-[No workers' 13_0 Other comp-insurance required.-] � 3 appH�at that checks boa#1 roust also fiIl out the section below showing their wodets''compensation policy infQrna ian �Hnmeownets who submit this affidavit in&cstm g they am doing all vat and then hat outside contractors mm submit"new affidxvh infficat ng mch tssctots thst cbeck this toot must sttachad an additinaal sheet sbowiue the nee off id3e sub-eo s and state whether argot those entities Have employees. If the sub-contracttns have employees,they must provide their workers'comp.policy comber. I am an emptayer tliat is prm,id kg tt,orke-rs'comperzarrtion irmurarzce for ttzy employees. Beloty is the polio}and}ob site iniformation. . Insm-ance Company Name: CPl>yl Ol `0 C C 6 Awn U Policy 9 or Self-ins-Lim 4-- �, C') �� Expiation Date:S 1 a a I I--) Job Site Address: v1f Qe n S l City�'StateiZtp: i I ` A �� Affach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage,as required under Section 25A of MGL e- 152 can lead to the imposition ofcriminal penalties of a fine up to S 1,500.0D andlor one-yearin]pfiSOUMent,as well as cizal penalties in the form of a STOP WORK ORDER_and a fine of up to S750-00 a day against the violator_ Be advised that a copy of this statement may be forwarded to the Office of Im estigaattons of the DIA for insurance coverage verification- Ida hereby certify under tkapcans nrlpenatfies operury that the irzjorrczation prauirled abaue is bun and correct Simature: N� pp_ J Bate: Phone lJ.ffiirl use only. Do not sprite in this area,to be completed by city or town o,fj'ztiaL City,or Town:. PermitUcense Issuing Authority(circle one): 1.Board of Realth 2.Building Department 3.City/Town Cleric 4.Electrical Inspector -5.Plumbing inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the - owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house _ = or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." = MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for aiay applicant who has not produced acceptable evidence of compliance with the insurance.coverage required.-" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cer ificafc(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required_ Be advised that this affidavit may be submitted to the Department of industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. '11ie affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies sh-ould enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permitAicense number which will be used as a reference number. In addition,t ion,an applicant that must submit multiple•permit(hoense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations uz (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (L t,a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would I&c to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Depaztment of 1ndustiial Accidents Office ofkvestigatioas 600 Washington gb=t Boston,IAA 02111 Tel.A 617 727--4900 ext 406 or 1-977 MAS E Revised 4-24-07 Fax##617 ` 27-7749 www.mass-govldia Coopwealth of Massachusetts eet etal. e ° t 6 f,^A leap 32_� Pare el Date: 111q 4 NOV 08 , ;: Permit 3v J730 0 , Estimated Job Cost: $ 037. 0 t8'qH1V Permit Fee: 0, 00 Plans Sutiriutted; S No �Pgans Reviewed:; S �d0 Business License� Applicant License# Z Business Information: Property Ommer/Job Location Information: N am e:?-4-4 6 t A e- el - iLdl bf��Y"(�Name: f}btrbu( iew �j I✓1VeSIDfS u-' Street: 37L `'A.rMOL4k street: 0213 0 celtr-A s�- City/To'A +�AG.h vi kS City/Town: AAM CLh h'I s Telephone.. SO $-17 1— —ja-7 b Telephone: &03 Photo I.D.,required/Copy of Photo I.D. attached: ns v NO Staff Initial J-4/M_1 unrestricted license 3 J-2/'M-2-restnoted.to dwellings.3-storie8 or less and commercial up.to 10,000 sq. ft./2-stories of less Residential 1-2 family Multi-family Condo:/Townhouses tither Commercial- Uktional O ce etail Industrial $ducational Fire t. p r Other S uare�footage: under l0,000 sq.-ft. over:10,000:sq.%ft �'l�tu�ber of,Stoa�ie 9 s S:laeet metal work to be eompleted New Work:. VI/ Renovation: HVAC__\\ Metal.Watershed'Roofing Kitchen Exhaust System Metal Chimney[Vents its_�X/_ Air Balancing Provide detailed description of work to be done: Seea�ie-d i INSURANCE COVERAGE: i I have a current.fiakWij insurance policy or its:equivalent which meets-the requirernents of M.G.L.Ch.112 Yes o.❑ i I If you have checked JM indicate the;type:of coverage,by checking the appropriate box below: A liability insurance policy: Other type:of indemnity E Bond 0 i OWNER'S INSURANCE WAN PR: I,am,aware that.the:licensee do snot have the'insurance coverage required by Chapter 112 of.the Massachusetts General Laws,and that my signature on'this permit application waives.this requirement: Check One Only Owner F] Agent; E i Signature of Owner or.Ownees Agent 1 By checking this boi,I hereby certify that all of ithe details and information I have submitted('or entered)regarding this application are true and accurate.to the.best df my knowledge and that all sheet metal work and installations performed under the pennit•issued for this.application will be. in compliance with all pertinent provision of theWassachusetts Building.Gode and Chapter 112 of the.General:Laws. Dud inspection required prior to insulation installation: YES, NO. Promss tas ec� ties Date Comments I I i Final InE a on, I Date Comments I l i Type of1icense: i ay. aster 0 n Eitle ., ❑Master-Res#acted :ity(rown ❑douineyper"son' Signature of licensee ❑Jo:umeyperson-Restricted LZ 7 - License.Number. !�,_ =ee:$ o. Check at www.tmass.aov/dial I nspector Signature:of Permit Approval ayside Electrical Contractors, Inc. 508-771-7270 "Serving all your electrical needs" Hyannis Harbor Hotel 64-Amana PTAC units 208V 2.9KW Heater 20AMP 3-Amana VTC units 208V 3.75KW Heater 25AMP 3-Amana VTC units 208V 3.OKW Heater 20AMP 1-Trane 3 Ton Roof Top Unit 280V 3-Phase 60AMP 1-Trane 4 Ton Roof Top Unit 280V 3-Phase 60AMP 71-Panasonic Ceiling bath fans 110V 6-Q-Mark Wall heaters 240V or 208V 12-Q-Mark Radiant Ceiling Panels 240V 1-Phase 1-Make up air unit 5KW 240V 1-Phase 8AMP 372 Yarmouth Road•Hyannis,MA 02601-2043 Tel: 508-771-7270•Fax: 508-771-6617 www.baysideelec.com The Commonwealth of Massachusetts =g� w� i tt s Department of Industrial Accidents Office of In vestigations 600 Washington .Street r Boston, MA 02111 www-masWorkers' Compensation Insurance Affidavit: lluilde s/('A hunt Information -ontractors/Electricians/Plumbers . t'lc�se Print Lc ibl Name(Business/Organization/Individual): Address: �. r_. . C►tyistate/Zlp �/ cs _... ._ __J_'Dr re you an employer: ( Iteck,the a���rnln iate I)ax< 771— 7o2_70 fi ant n zmplo�er wtth _. 4. [] I am a general contractor and I .type of project (required):_ -~ ern�plo}cc,(ftilf did/or part tine): have hired the sub-conh'actors 6 El New construction ❑ I fin!a s°lc proprietor r>r lartncr listed on the attached sheet. 7. [] Remodeling sl'lip and lave no,einployees These sub=contractors have wa.rking tqt me ,p at» capat try employees and have workers' 8' ❑ Demolition No wt�rk: is. cori'p nlsurrn"tc_e< comp, insurance. 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their myself. [No workers' comp. 1 1 ❑ Plumbing repairs or additions right of exemption per MGL insurance required.] t c. 152, §1(4),and we have no 12•❑ Roof repairs employees. [No workers' 13.❑ Other cpltp nrsurancc retltutcd .. -- _ ilia} t{tp{ic, tt thatched btxl t!i tnu�t tl4cy{`ilt trti!tit,tivZtiln b�lcau;slaasrrrt :hrn.,vc�r�Y � Ilfsmrrswtter�uhfi�iat;nsrl Ihrv;.:itn,d�vit.irctrctrtirt�:lr< 47tat� u�rtrcar {znl,c,s ir,it>in,,stirii i .E } trc zlc�nrt it#I i�tstk;urtlah a hire'tiuthittctttntr,uctr ;rrtt,a l"utirtrl;.rut s t C'ti>atr r4tars ih,t chtcl:thtti bn�ittu5t artatttcd.tn:tiaiiuiittii Chetr slaiJ t na,tllc ts;nn�,arllt� ;na{�#ts}cc�. tt'Iltt.suh=cttrtirtz;li5rs ht�%.�tii�rlu ct�s,they,nttrst{trp�izfe;tlic:rr utii ctctlp j)(14 tr rtla.-it:irnlrt,rttr uiclt. _ Sub.t..irdrsr,t,src-,tud,t�I# i<h�tl,rrii.rnratiitt3st,,rl,t,cc{r.ivc he t� slV ituntrser l On't fin employer that v pro.vidtnr workers cOmpeh.,wition itt.5'tlrfilic! /riJ tttt%'(-'RtJliIJ{(>Gs. J;''/tJH%iS!.1JtC: i!ili�rrnatioti. fnsurancc Compti11v Pp{)cv 1/nr">Seft Irtti. t I __..., t.xt�rr<iuon f7t� *- �l' lo(x lte Addlese: a Attach a cc>p} of the vvtorkc rs' cdrnpens'tron<poltcylfrrat gn page I� H: Failure to 5eture co:verage.as required undt>r Section 2 ,1'o[ MC,:L c 1S2(cail lesic) iett htp(lm �iurnt'" anti expiration date). } tine up to $;1 i500.00 and/or one y :ar imprisonment as well as civil penalties in the t�trni ,nr I S7 pia Ott-ctrlltir�a penalties or a. of up to$250.00 a day against the violator. Be advised that a copy of this'statement may becforwa!d'W o tlKie Office oER r a fine Investigations of the DIA for insurance coverage verification. ° fJtt'%te�rth'{t tertrjt:irld�ep` / 'flint the information provided above is true and correct. --_ •-- _ ,_....____Date: 1 hone t 0/licial use only. Do not write in this area, to he completed bl city or town o�frcial City or Town: ---- --- ��,Permit/L,icense# _ Issuing Authority (circle one): JInspectol. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Ins ector6. Other p S. Plumbing d Contact Person:. Phone #: i 5 c shaPi G07UfT A G2S3 F., R.,r OFWA ASSAGHUSET'T�S $i ! ql. 'Li • _ s 6C? i?C3F 77 a. [c SHE!( � 7'A �IQRKERS� ' S8�"Fy£L}�...1JE�.-_ Ti C3 lF '�-5}v &'.'i 5 '�'�sr'g yAZ} •'' 9 &.- � v� i s 4AaQG/S Nf; L+tFCENSE �' COMM( N1NALTH,QF_MASSAWUSETTRESS a * � 6 L HEBERT , $ SHEET ME,AL WORfCERs l: ' � LEL7R t CAE R x^ CL!II ISSU 7�HE l LOWING LICENSE' AACI OR j RMd FO RQ i MASTER 1WRESTRICTED DONALD L`NEBERT E+� ; a �i t i 3 tFtlQ�O� �+,L). - I z � , k 3�0 PHEASAItTHILLCIRig ; C QTUfT MA (12835 2544,t � a I . Client#: 13386 2BAYSIDEEL ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/1 YYY) 8/21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED the policy(les)must be endorsed-1f SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER _. ... _ __._ CT Dowling&O'Neil Insurance Ag PiHaNE ac No EMt.S) 08 775 1620 �a No)973 lyannough Rd,PO Box 1990 E-MAIL 5087781218 Hyannis,MA 02601 ADDRESS: 508 775-1620 INSURERS)AFFORDING COVERAGE NaC A INSURER A,Acadia Insurance INSURED - -- - - -� INSURER 13 Guard Insurance Group Bayside Electrical Contractors,Inc. - - .... 372 Yarmouth Road I INSURER c Union Insurance Company Hyannis,MA 02601 INSURERD: INSURER E: INSURER F: _ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID'CLAIMS. INSR - AOOLISUBRT _�........... . . .. ... LTR TYPE OF'IHSURANCE POL[CV POLICY EFL POLICY EXP ..: _....___.___.„.. _._.,__.„w.. .b.$R J�Q.- ».. NllMBER•:. i�dlDbIYYYY� MMfDDfYYYY,� 1IMIT$ /� GENERAL LIABIUTY i._ BOA500837814 1010.5/2015 10/05/201 EDI�gqcw occUk EarcE 41 660460. X COMMERCIAL GENERAL LIABILITY j ( PRcMiSa EEoNccTu encal S300,oOO> . CLAIMS-MADE I A I OCCUR ! -MED EXP fAny-..ore po on}: S:5,000 j PERSONAL&ADV INJURY- S 1 O0O OOO # GENERALAGG.REGATE_ S2 OOO,OOO GEN'L AGGREGATE LIMIT APPLIES PER: i _-�- ... ..... t----B;pR� i PRODUCTS COMP/Op.4GG ,$3,000 000: _ POLICY I_ I-JECT-_I...... LOC -. .- O. r AUTOMOBILE LIABILITY MAA500838214 O/05/2015 10/05/201 Ev"^BINr�slhiGLE LIuiT S -7 LEaaccn�nl _ g1000}OOO ANY AUTO BODILY INJURY(Per person) $ ALL OWNED �((� �SCHEDULED y - ....._�AUTOS i t AUTOS ' i BODILY INJURY(Per accident) $ X' HIRED AUTOS X 1 NON-OWNV ED' 3 'P3i6PFRTY DAMAGE $ ._' . ,...k .. �,,,,,... X' hive Oth Cat �-,` ' )S � uMaRHLLALIAB occUR "�—I_ . _--._ .__� �� n. __ _...._.� _._ I , - 'EACH OCCURi ENCE S . EXCESS LIAR ................iCLAIMS MADE :.AGGREGATE $ $ B WORKERS COMPENSATION- '- -- �- WC STATU �OTH- AND EMPLOYERS LIABILITY BAVitl:797264.; - 8i1 8/2016 1 08/1$/2017='X I !ANY PROPRIETORIPARTNERIEXECUTIVE YIN! LEACH ACCIDENT 15500 000 OFFICER/MEMBER EXCLUDED? a N f A .-- ....... (Mandatory in NH) E.L,DISEASE-.EA EMPLOYERI s506 OOO If yes describe under , DESCPJF TION.OFOPERATIONS&6i6 A, L DrsEASE POLICY LIMIT 11600 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks schedule,If more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. .CERTIFICATE HOLDER 'CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 ...... .... AUTHORIZED REPRESENTATIVE ©1988-2016 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S176976/MI76974 LS1 ...................... I Town of Barnstable �pTHE Regulatory Services �p� c Richard V. Scali,Director EA 9rABLE ; Building Division BABSTABLE MASS. KARSry456M1 CCN CkE`CC.WTYkIXIf E ib'f 9• Pa UI Roma, 1639 W14 Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us August 2,.2016 S Raymond irlet Y p General Manager Hyannis Harbor Hotel 213 Ocean St. 02601 RE: New dryers in basement ` Dear Mr. Spirlet, This spring, during an annual inspection, we discovered some work being started to prep for new dryers. At this time we instructed you to discontinue the work as the area is already non-compliant with regards to space, ventilation and flood zone requirements. There are now new dryers in this space. Please contact this office immediately upon receipt of this letter with regards to correcting this situation. Sincerely, Patrick Franey Local inspector r , TOWN Off'BARNSTABLE BUILDING PERMIT APPLICATION Map a b Parcel 03s CA/9 Application # o Health Division \� Date Issued Z.-Z Conservation Division _ 2� R�C� Application Fee � 1 Planning Dept. Gad Permit Fee Date Definitive Plan Approved by Planning B3oar\d!\\ Historic - OKH _ Preservation / Hyann X Project Street Address a 3 OCeca n �f rec x Village k YQ n O i S Owner �iar�ocvie..✓ Wo�� A\res�yr-_� LPL Address a`b S4cnA^4- t�l� MWIefio-iA R1� 06% X Telephone L4()1 - %HS- Og 00 Permit Request Foa^cAc o e\ vv%1y fyr a 161 v^ k We( Qd j �,ov\ Tl 4 C rs k 9W-y 1 k IR eo'eCT W'1k iCJvb C0-5�—Gf,'nn nF C1^c '6"Jakio^ Gv,J SI--S�d�^a'aaC -1r,i �d M '0✓ iG ✓i C v a ✓ i In Square feet: 1 st floor: existing proposed 70v 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay x Project Valuation 4 al], 13 y' Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑`existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ` APPLICANT INFORMATION (BUILDER OR HOMEOWNER) X Name _ Uoec6.t C.-,Arvck;on Corporc,k ova xTelephoneNumber l603- 5'a3-4010 �( Address Coroomkf_ Orivt 'i�CLicense # CS 00S N�A 0 3'}*�,p "Acme Improvement Contractor# Email G v,J rem p _oPec�Aee.-.Go M \�Worker's Compensation # WeA O 1 .5 n 93 'a O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE CNr—" DATE a I I I to FOR OFFICIAL USE ONLY APPLICATION # a GATE ISSUED MAP/ PARCEL NO. f ADDRESS VILLAGE D OWNER 1 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE j ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r ?lie Comrnorrivealift of-Massad�iusetfs Department of1ndustrid Acdderds 600 Washington Street _. y Bastan,MA 02111 wiviuma-mgmMia Nlrurkers' Cumpensation Insurance Affidavit:Bider-JContractur--JElecfdcians/Plumbers Applicant Infarmafian Please F`Fint Legib . Naffietausmess,'Crga oa/ na1 �Declnee C�r.s}r�c,t�yn Coroora�� y� Address: C O r e o rc.)re r Ve Cit,y/stat& A'?elM-nt N N 0-3a40 Phonog eo(03-3- s4--gv9p Are you an employer?Check the appropriate b - Type of project(required)c 1.Pf I am a employes with. `�k b I am a general contractor and I emplayees(full and/or part-time. * leave]sired the sub-contractors 6 Ll 1�evv consfrucfiu� 2.❑ I am a sole proprietor orpariner- listed outhe attached sheet. ?_ ❑RensoMing ship and have no employees. These sib-contractors have g_ ❑Demolition worldng for me in any capacity envIoyee s and have wodcers' ENO`vari<ers'comp.istsman,ce comp-rnsurancf--$ 9. ❑Building addition retlnired_] 5_ 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exeircised their 11_❑Plumbingrepairs or additions set€ o workers' t of exemption per MGL ' �` � �F- 17.0 Roafrepairs inumance regnired]Y c.152,§1M andwe f we na employees.[No workers' 13.❑'Other comp-insurazlce required-] 'Amyapgiicar Mstcheclsboxfflroust also Ocatthesectionbekrwshuteing their workers'campeasariaupoTicpiaFormadan- Mxneawners who submit rhis dadnl i-EreID�P they are doing s1I wal and then hie outside contractors nmst submit anew affidavit indicaiia.-smch tnn==rst$at,1-7r this bout mast attarhedd as addilianal sheet shoving themmneof the sub-caatrxdDrs and state whether ornatthose enthieshav employees.If the sub-contxctvrshave emplge2,they nmstpmtide thr_ir workers'ramp.palicy number. I ant an.enipfo1w that fs pratzdirtg n�rrrkers'canrperesat#art ursuranca for trc}*enrpTv}�es Setoav is Tihe parity aura job srtrr fr�rarrazativrt . Insurance Compazy Name: lY M{.,'s -14S v ftA u ��0 lft j O C Vrtu4n,t t 1*r5 �nsr"�cc O Gu'1� Toficy�orSelf-insLic. WeAl F-k piration.Date: rob Address_ -a 13 Oc;e,e,. . Citglstate<2sp: A*,,-S? M A 1601 Attach aPy of the workers'cerrapensatiaapolicp declaration page(shocriacg the policy number and expiration date. Failmm to secvne coverage as require dander Section 25A of MGL r 157 can lead to the imposition of criminal penalties of a fide up to$15,06 00 and/or one-yearimpdsonmeut,as well as cif penalties ire the form of a STOP WORK ORDER and a ffne of up to$250.00 a dap against the violator. Be adtised that a copy of this statement may be forwarded to the Office of Itrvest gations of the DIA for insutmee coverage-verification. I da hereby naWfjr ander tIL9 s andpenattces ofperlmy that the informadmiprini&d abatis is true mid carrect Signature- ` -Date- Phone i� (dbl -5 a7-01 0 q i7 Offal use arty. Do not ivrfte in tfd3 area,to be winpLeted by ciip artown officiaL City or'I'"m: PermRUcense Issuing Auflrtarity(circle one): L Board of Health r.Budd"mg Deparfineat 3.CitpTotrn Clerk 4.Electrical Inspector S.Phambing Inspector b.Other Contact Person: Phone 9: Taformation and lnstrue*ons , I de wmkeas'compensation far their empIoyees. . Massachusetts GeinPaal Laws chapira ISZ requires all employers to P� pmMttD this ,an MIayee is CL ne:I as."_-every person.M tine service of another under any contract ofbire, em:presa or implied,oral or " An vnp&quvI is defined as"an individual p=nersbrp,assoca:66n,corporation or other IegaI entiky,or any two or more of the f Dregoing engaged in a Joint enTnrprise,and including the legal representafives of a deceased employer,or the recei r_T or trastee of an iadividnal,partnership,association or other legal entity,employing employees_ However the owner of a.dwelling horse having not more than tbree apartments and who resides therein,or the occupant of the- dweTTmg house of aao$rer who employs persons to.do maintenance,construction or repair work.on such dwelling house or on the grounds or building appurEen thtmto shallnotbecanse of sash employmentbe deemedto be an employer." MGL chapter 152,§25C(6)also sees that"everystate or local licensing agency shall withhold fee issuance or renewal of a ficense or permit to operate a business or to construct buildings is the commonwealth for any applicantwho has not produced acceptable evidence of corapIianmwidL the bnmrance.coveragerequir. AddifdonaIIy,MCrZ chapter ISZ, §25C(�states -Neither the commonwealth nor�y ofifs political subdivisions shall enter intn any contract for the perfan mce ofpubho work until acceptable evidence of compliance with the insurmce- req drz ents of This chapter have been pir-SCn ed to the contracting anthority." Applicants , Please fill oil the workers'compensation affidavit completely,by checI the boxes$at apply to your sitnaiion and,if necessary,supply sub-contractor(s)name(s), addresses)and phone numbers) along with their certificaf(--(s)of i n cr„-a„ce. Limited LiabrMLy Compni aes(LLC)or Limited Liabffity Perinersbips•(LLP)with no employees other than the members or parinerrs,are not requir: to carry workers' compensation fin= nce. If an LLC or L LP does have employees,-policy is required_ Be advisecithatthis aftidayitmaybe snbmitl�d to the DepaL--invent of Industrial Accidents for conf=nalion of inS`UraIlCe coverage: Also be sure to sign and date the affidavit The affidavit should be retied to-Le city or town that the application for the permit or license is being requester not the Department of Indastrial A=dmts- Shouldyou have any question regurding the law or ifyou are rvp=-(-,d to obtain a workers' comev psationpolic;LpleasecalltheDepartzamtatthennmberlistedbelow Self-insoredeampaniesshould enL rtbeir s eIf-m sm-ance license number an the approprtata fine. City ar Town Officials f _ Please be sore that the affidavit is complete and priatedlegibly- TheDepattrmenthas provided a space at.thebottom of the affidavit for you to fill out in tine event the Office oflnvestigations has to conbaLtyouregardiog the applicantt Please b e sure to fill in the p eun.idlicense rmmber which w�be used as a reference number. In addition,an app - that must Submit:multiple p=it Ucanse applications is any giveayear,neej only submit one affidavit indcatng cmrmt policy ij L matian Cif necessary)and under"lob Site Address"the applirmt should writes"aU locations n (may Or town)-"A copy of the•affidavit that has been officially stamped or ma ke;a by the;city or tovtn may be provided to the applicant as proofthat a valid affidavit is on Elc for fffise.peIiis or licenses- A new afE avit must be filled out each year.Where a home owner or citizen_is obtaining a ure license or p=it:not related fin any business or commercial vent (Le. a clog licen se orpermit to bum leaves etc.)said person is RIOT requiisd to complete this'affidavit The Office of Investigsfims would at,to thank you in advance for your cooperation and should you have any questions, please do not hesitE t to give us a call Th tel one and fax number:e Depa:rinienfs address, eph • - ', - 'Fhe CGZMMWWItbE of chMetts Degartnent cif Industial Ac cident% Qn BQstou.,MA 02111 Tf,-L 4 617-' -4 Q�gt 406 car I-a-77 MA&3AFE . Fax CI7`27 7M Revised 4-24-07 ww -m?es g-91dia KAMM Town of Barnstable Regulatory Services Richard V.5cali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barostable.ma.os Office: 509-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I s W h V? ,as Owner of the subject property hereby authorize Opechee Construction Corporation . to act on my,behalf; in all matters relative to work authorized by this building permit application for. 213 Ocean Street, Hyannis MA,02601 (Address of Job) Signatut f Owner - Date (� s ah.Q.n Print Nw4e If Property owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFMES\FORMSIbufl ft p=d ft=M RFM.doo Revised 040215 AC��Rp CERTIFICATE OF LIABILITY INSURANCE 7TE 29/2016 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Jennifer Porter NAME: THE ROWLEY AGENCY INC. PHONE (603)224-2562 C No:(603)224-8012 45 Constitution Ave E-MAIL ADDRESS:jporter@rowle a enc com Y g Y P.O. Box 511 INSURERS AFFORDING COVERAGE NAIC# Concord NH 03302-0511 INSURER A Firemen's Ins Co of Wash.D.C. INSURED INSURER B:Lexington Insurance Co. Opechee Construction Corporation INSURERC: 11 Corporate Drive INSURER D: INSURER E: Belmont NH 03220 INSURER F: COVERAGES CERTIFICATE NUMBER:15/16 WC only REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES, DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 1-1 OCCUR DAMAGE TO RENTEDPREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ JECTPOLICY❑ PRO- LOC PRO- PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED (Per accident AUTOS AUTOS ( )BODILY INJURY P $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION Section 3A States: IdB,VT, X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTI I. MA,ME,RI OFFICER/MEMBER EXCLUDED? N❑ NIA E.L.EACH ACCIDENT $ SOO,000' A (Mandatory in NH) WPA0155893-20 08/01/2015 80/01/2016 E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. proof of insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Jennifer Porter/JLP ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INsn25 r7manii Massachusetts -De arititeraj of t?tatsllc.i 3tefy Board of Building Regut-ations an lrtanclards- Gins[ruction"upervi,sor License:; CS-065625 Keith A Kellev 33 Clough Pond Riiad� Canterbury H f13224jr 4fK Expiration odissior�e 05/14/2017' Unrestricted -Buildings of any use group which contain less than 35.1000 cubic feet (991 tn)of enclosed space: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license:: Por DPS.Licensing information visit: www,Mass Gov/BPS Initial Construction Control Document W To be submitted with the building permit application by a d Registered Design Professional for work per the 81h edition of the w Massachusetts State Building Code, 780 CMR, Section 107 Hyannis Harbor Hotel 01/29/16 Project Title: Date: Ocean Street, Hyannis, MA Property Address: Project: Check one or both as applicable: New construction Existing Construction Project description: New 4-Story steel and concrete framed hotel building. I Jeffrey S. Nawrocki MA Registration Number: 34168 Expiration date: 06/30/16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ) Architectural [x] Structural [ ] Mechanical ( ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of constriction to become.generally_familiar with the progress and quality of the work and to detennine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Doc r it of Enter in the space to the right a"wet"or electronic signature and seal: JEFFREY S. NAWROCKI r STRUCTURAL No.34166 Phone number: 103-433-8639 Email: a>;StE Jeff@jsneng.com Building Official Use Only Building Official.Name: Permit No.: Date: Version 06 11 2013 - t Mass:Corporations, external master page Page 1 of 2 Corporations Division Business Entity Summary ID Number: 043457109 Request certificate New search Summary for: HARBORVIEW HOTEL INVESTORS LLC The exact name of the Foreign Limited Liability Company (LLC): HARBORVIEW HOTEL. INVESTORS LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 043457109 Date of Registration in Massachusetts: 02-25-1999 Last date certain: Organized under the laws of: State: DE Country: USA on: 02-22-1999 The location of the Principal Office: Address: 1209 ORANGE ST. City or town, State, Zip code, WILMINGTON, DE 19801-0000 USA Country: The location of the Massachusetts office, if any: Address: 213 OCEAN ST City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: GOULSTON & STORRS, P.C. Address: 400. ATLANTIC AVE. C/O ROBERT C. DAVIS, ESQ. City or town, State, Zip code, BOSTON, MA 02110 USA Country: The name and business address of each Manager: Title Individual name Address . MANAGER ]ON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA MANAGER DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA http:Hcorp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043457109&... 1/28/2016 Mass. Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY DOUGLAS D. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA REAL PROPERTY JON E. COHEN 28 JACOME WAY MIDDLETOWN, RI 02842- 0000 USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report ^' Annual Report - Professional Application For Registration Certificate of Amendment v View filings Comments or notes associated with this business entity: f New search M http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043457109&... 1/28/2016 f PROJECT'' �:. , NAME �:- � �i �1�,�-� �'��`C��r'� ����:-.;--{-t��Jv� ���_(�►. �. ADORESt •.: PERMIT4. - PERIYIIT DATE: Z/* f LARGE ROLLED PLANS ARE IN: ro am on. I ed in MAPS Data enter p gr _ . � . BY: a. q/vvpfdes/f ranshirchivd•: ' Project Name: �,lj��Jl tu) ��� �.0 T�-mda-ha—Jo- .0�1Y Address: 2►3 - � a� � � axn(f Permit#: q�(T_ -------------------------- Permit Date: - - 51 1-k.- M/P•_ _Z =D _ LARGE ROLLED PLANS ARE IN: BOX: 174 SLOT: Date entered in MAPS program on: By. BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Sheet,3'Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 July 17,2017 Barnstable Building Dept. 200 Main Street, Hyannis,MA 02601 CIVIL SITE PLAN SITE CERT.IFiCATION LETTER PROJECT: Hyannis Harbor Hotel—Hotel Addition, Regulatory Agreement Site Plan Review#004-13 LOCATION: 213 Ocean Street,Hyannis,MA RE: Civil Engineer—Site Plan Certification 1, Matthew Eddy, being a registered Professional Civil Engineer with the firm of BARTER NYE ENGINEERING & SURVEYING, Registered Professional Engineers and Land Surveyors, hereby certify that i have supervised the preparation of the Civil Engineering Site Plans and specifications for the above named project and that,to the best of my knowledge,information and belief,such Civil Engineering Site plans and specifications meet the applicable provisions of lice dviassachusetts Building Code,Eighth Edition,as relevant to the site design,and generally accepted standards of Civil Engineering practice in effect at the time of performance. 1 further certify that I,or persons under my supervision,have: 1. Reviewed,for the limited purpose of checking for conformance with the design concept and compliance with the information given in the Civil Engineering Site Plan construction documents;shop drawings, samples and other submittals of the contractor(s)as required by the construction contract documents. 2. Reviewed quality control procedures for the code-required controlled Civil Engineering Site Plan materials; and i 3. Performed inspections at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to deternnine that the work is proceeding in general accordance with the Civil Engineering Site Plan construction documents. 1, As of the date of this Certification,to the best of my knowledge, infonnation and belief,the work has been substantially performed and completed in general accordance with the Site Plan as Approved by the Town Council under the Regulatory Agreement. This certification is for the purpose of checking for conformance with the design concept and general compliance with the information given in the Approved Civil Engineering Site Plans. it is not to be considered a field control as-built of all vertical and horizontal information shown on the Approved Site Plans nor is it to imply daily inspections of site plan related work. �ZN OF hlq��q MATTNEW Name Matthew Eddy,P.E. o EDDY Registration No.: 43183 CiVIL No.43183 Seal Pp4 OP�T�afr,`�� Signaturellllep'51�z Cc: File ShONAL E� O:QO1 B2011-005WDA•IM1 RS`Hyannis Harbor Hotel-final Site Cenificatio r lcrter.doi Page i Land SulveyS 0 Subdivisions e Septic Design ® Wetland Filings a Site Design t iSTAMP: C� t !r �+ T �a fi W .p 0 a� Lj M� -j=-= �'° aNb� dNba g.A= �•$:rm'P"' eau.... �� %g Ryp�n�etiNa / •fir+ ¢mrt rli I F '''� I ` r i - m a gWg �w a ym ti I, II III I II II I-- L II III Is �m em. ®� A III ICI r;l i I A 4 1 Is 1 1 I. IIF III y� IIII II .I 'I III �� J w �d �� :-I III I I Ir I I I✓�� II � —J � III II � II a � �_ e � I 1 I I I sww M.7°' I IIII I III �/ _ I I I I I I.;1, m W IIIII I ' III n ='1 li IIi�� ,IIII I,I = cf) G _'ll IIII II III I n\ IL,, I, Z z N Qw Z Q U O }Q II d1 III III f 1 _I p® oll ��' O _ til 'I � I,iI iallIII' \ 1� 11 E%iST i.G 9l11PQ0 M^� , 6 a n119 �i 1 I 1 TITLE: T \ PLAN OF COURTYARD DATE ISSUED; 10.04.2017 . m � REVISIONS: D�• 'G gEPT 10.17.2017 ��I� �� g p g 2018 6 ....._��... DRAWN BY: 13 1WS/SW \Nt4 O v PROJECT#: O OCEAN STREET DRAWING NO.: } ` COURTYARD PLAN I Al L e d i � STAMP: - ,CAI . 1 C ®6. LL NYy �� �� :•�. wA f I�, I I ".I I�I r IIi t �� f t Lu F— O z W � f 0 J. Q W z O LuV - — fl- I I � 1 I --It I�I e'•xatv'as+a-,°'•s �' i � ii � �8 �� "��r^ i9 \ PLAN OF COURTYARD � Q � DATE ISSUED: 10.04.2017 - a REVISIONS: .w 70.77.2077 DRAWN BY: ° _ IWS/SW PROJECT#: OCEAN STREET �' g DRAWING NO.: d9 w ( r,1COURTYARD PLAN I SCALE11° 10' Al ' L STAMP: UP UP O IX15TG CONDUIT O tO A TO REMAIN \ ON \ EXISTG RAILING TO REMAIN ON \ 1 \ LEAVE AREA CLEAR DECK W/ Q �\\ FOR ACCESS TO \\'1 RAILING ABOVE U UTILITY CONDUIT � U RELOCATED SHRUBS Z FROM EXISTG W LANDSCAPINGBALCONY W/ LL RAILING ABOVE " lV r � } •" $ - �. RAILING TO v, AILING B MATCH EXISTG U <$ AILING ABOVE 1AL.C.OtJY s' RAILING AT Z' !AILING ABOVE �o POOL " U IX GLA I Z mQ � ENCCLO 0 5TA IR EXISTII 7 GLA TOWERTOR R IN TOWS TO RE N BUILT-IN WOOD 0� moi --- - BENCHES,T. DESIGN ' 3.19 1sN�d9 30 _--- - - -- - z:-6. o JJ TING LANDSCAPED AREA STONE CAP W/ - Z YnNG LANDSCAPED AREA Lv'O BALCONY W/ RAILING ABOVE DECK W/ O (n L.I.J UP RAILING ABOVE C.Z LLJ AL. Vy.LLJ Q Cn < wo U Q '< LLJ N O 0 : POOL FILTER (� EQUIPMENT, VERIFY EXISTING LANDSCAPED AREA ROOF BEL.Q'J I C�p 0 ENOUGH GLEA WILL E O p p 4 a &o L�� N Lr C��AQ� cV r0 MATCH REQUIRED AS a- EXISTING qi m I A. ) IX5 PK owl:. I I` PROPOSED I , . \ 7o REMAI POOL DECK PLAN / 1DATE ISSUED _ EXT r of REASON � � _ ov.v _ , ,29.2017 09.06.2017 1 I I � i I j i m I I I I I .41 ' I DRAWN BY; 7WS/SW EXISTING SWIMMING POOL. i I I I v EXISTING SWIMMING POOL TO REMAIN .. �F I I , t TO REMAIN - f 1, I PROJECT t TING HOT TUB O RA NO.. REMAIN I I p / t Z ! .. I TIN G HOT TUB Q, � REMAIN DRAW � I : i ! ! Al . 0 PARTIAL POOL DECK PLAN - EXISTING CONDITIONSPARTIAL POOL DECK PLAN - PROPOSED EXPANSION 5CALE,I/4'=I'-O' 1 SCAL.E.1/4'.V-O• AREA OF NEW DRr_gy9 cp FT e� L STAMP: 1 ` IR N dd EXISTG BUILDING BEYONDIf z r w zU ao 3= �s GUARDRAIL @ �11' ■e EXISTG DECK EXISTG EXT. CORR. EXISTG GLASS STAIR :NCLOSURE L' BEYON 0 = Z GUARD RAIL @ BACK 0 0 ~ co Lu OF SEATS BEYOND C VENTED CLOSURE = a- PANEL BEHIND NEW EXISTG z 'w Z SEATS 4 BELOW EXISTG EXT. z 'U z EXT. CORK. DECKS CORR. _ � o } EXISTG POOL BUILT-IN WD BENCHES 0 Q r = FENCE @ EDGE BEYOND L 0 N OF RAMP 0 a- a 0 C a EXISTG RAMP, o PVC DECKING Ln : +I SECTION THRU NEW DECK POSSIBLE y , RETAINING PARTITION FOR \\ ��/ \ ,\ y , , �\ DATE ISSUED: RAMP GRADE '\ / �\ �\ �� \ �/ / i 09.27.2017 �\.. / \. / /�\. / ♦.\�.�. \.\C\\. \ / // ♦�\ ♦..`� �� \ / /� !,�.j�� ?: REVISIONS: % \ NEW P.T. DECK M29.2017 L_ FRAMING, DECKING TO 11 062017 MATCH EXISTG COLORS AND PATTERN MID 4 END SPAN DROWN w. TWstsw SUPPORT FOR PRaEcr : FRAMING a DRAWING NO.: PARTIAL SECTION @ POOL DECK EXPANSION + .; All L 1 : • • d F -.,{ �y �, �.` '�.'�'"@i'•L�'n � i`R'�{� i t y vrS �S��y- �'.��� � 7 � ?'t��X' t- �. r, ;`°ice Alk ON 'R 3,4 �y �'jz' '*.'• EL )�` �i)..3-+, tea. r'"�1:1 °�'=fie #� ' y�„a�. : *6 r • • • -• • •e• r Fs "# -�'" � A�"" F ��1,7 ��?%�. �'�. i k � .t k' v. � y° f!"N�`,z� S Tt,� -°lF� 1°n €;?. .Eye£§�; � ..5a `��}..."` -•• • r - � 1• ^e°t ME,FL'�P"�* a'a�",+' z. { "+ t '- t t "t t• , x+. ,».^n a t { . `fi t r,�p� `* , ° t »:R]°t C' �," s+oT y, y .'y ,�; ,p, '.*,wa • r .:,°i WY H �x i- "..Y a s t i p��M „F.+» ,�x �1 A, �.s r*,t� g a�, r,t w,r µ, .,�`!�`,'"a Y- � e �, � S' y"'�:, ^t,: i �, & ,:�S Sri ".. � ••• r Y �rwF''wustF �' d•Agg 3w' a� �' A'" t ' I. •w, .� y, ,� S •• .N ,xh*,' �,�„ eF'�1} .#f,2 e *•<N.�aA baYH"'i � ` Jg" a;a. { ,shy��F .��„y,��.f K„"`��h t.l�,� Y � ��. }'x � r f •, �e ,� ;t)t'e; €a�' Ate,-,� �a af'�y'�' WE L 1. i x A a,a `'MtYm r ' six,:, t ei:•. �E �! ,�'a'�as��{��' molar �'�'i`"�" 4r � ` '"�"# �a., �w ,�'f°�y� rJ, .-.* ,•', 't ''�w, `a �°0, ,.'"�i J ,w, r�F��. a" �' i�-,•�-r'.�yi°� s'~ks� S �. �'S'� �"` $a`� + r'` t_Rt 4w ",�3s`+ �,�-� ��l ��x �e -e�'�� �r a. � waaa � f ��� "p���t ii` � "r � •;w„ t �. ,-���e � �� '�'t "" � .�,,..., i r: r STAMP: w u U EXIST.BUILDING BEYOND TO REMAIN Z d EXISTING ROOF CONSTRUCTION IWi TO REMAIN �V zZ U ad EXISTING GUARDRAIL AT EXISTING DECK TO REMAIN �B EXISTING EXTERIOR CORRIDOR EXISTING DECK CONSTRUCTION (TO REMAIN) TO REMAIN EXISTING GLA55 STAIR ENCLOSURE BEYOND TO REMAIN Z -' w 1— O w Z = wL" Q NEW PREF= ALUMINUM GUARD X W O cry � RAIL(TO MATCW TCH EXISTING)AT BALK OF NEW SEATS BEYOND - w T Qvi EXISTING GUARDRAIL AT EXISTING Y ♦— Q Lu z DECK TO REMAIN U Q = Z U w a VENTED CELLULAR P.V.L.CLOSUR EXISTING 0 — O �,_ PANEL BEHIND NEW SEATS t J Z cr) BELOW EXISTING EXT,CORRIDOR EXTERIOR CORRIDOR z EXISTING PREFIN15WED DECK (TO REMAIN) O } � ALUMINUM POOL FENCE AT EDGE OF RAMP TO a, REMAIN NEW BUILT-IN WOOD BENCHES BEYOND 1 NEW P.T.DECK FRAMING 7\ EXISTING COLUMNS - W/COMPOSITE DECKING fill IIII W/PAINTED WOOD TO MATCH EXISTING TRIM TO REMAIN 1 1 EXISTING RAMP W/ 1 �^ 4 EXISTING STEEL GUARD COMPOSITE DECKING - 4 na.z RAIL AND DECK TO REMAIN wv1 LIRE: STRUCTURES TO REMAIN 1 SECTION THRU 1 NEW DECK AND PARTIAL CELLULAR ELEVATION FACE MEMBERS- �/ /\\//\\//\\//\\/f\//\//\//// / / r I 1 1 VERTICAL MEMBERS TO PPOOS ALIGNEDABOVE RAIL EXISTING RETAINING j/ `// DATE ISSUED'12.08.207 7 WALL ON EXISTING \/ .1 \�\�' \/\ \. \�\�\�\�\/ mil`, ra.r+.l�a COMPACTED GRAVEL \/� 1 \\/� 1 /\\/ 1 \N W TRIPLE P.T.BEAMS- > / I ,,rllf REVISIONS: 8 I Uff FOOTING TO REMAIN \%/ .1 \\i 1 \\ 1 \ SEE POOL DECK FRAMING III PLAN \\�\ //\/< \//\ I /// 1 // �i .. NEW CELLULAR.P.V.C.VENTED ... \\ o. \\\ ►\\\/ t \\ �, �\�\\ 1- \\\ CLOSURE PANELS(PROVIDE j SPACES BETWEEN I X G P.V.C. - LATTICE FOR VENTILATION) I �/ r- �/ ,{����� r''I'✓/`� \��^ 'r / NEW COMPOSITE DECK NEW 10'DIAN.CONCRETE PIERS DRAWN BY: TWS/S\41 W/(1)114 BAR SET VERTICAL ON 24'DIAM.BIGFOOT FOOTING, PROJECT#: TYPICAL DRAWING NO.: 2 ELEVATION AT VENTED P.V.C. CLOSURE PANEL PARTIAL SECTION @POOL DECK EXPANSION NOTE: SCALEr I/2'el'-0' ALL MATERIALS SHOWN ON THE DRAWINGS ARE TO A2 - SCALE, 1/2--1--0' BE NEW UNLESS NOTED AS'EXIST.'OR'EXISTING' i� , 1 L- STAMP: O g EXIST,BUILDNG BEYOND TO REMAIN z EXISTING ROOF CONSTRUCTION - Iwi TO REMAIN z z z <a pU �� cd � EXISTING GUARDRAIL AT E1115TING DECK TO REMAIN �� �� EX15TING EXISTING GLASS STAIR EXTERIOR CORRIDOR ENCLOSURE TO REMAIN (TO REMAIN) EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN UJI z J O 1— r- cn O `Lu JLJ a wo cn75 Lu RELOCATED 5HRUBS FROM Y H m � z EXISTING LANDSCAPING / \ < z NEW PREFINISHED ALUMINUM NEW PREFINISHED ALUMINUM GUARD V GUARD RAIL(TO MATCH RAIL(TO MATCH EXISTING)AT BACK w U Q EXISTING) EXISTING WOOD OF NEW SEATS BEYOND !' Q O RAILING TO REMAIN _—__ EXISTING CORRIDOR J z M = NEW PLANTERS ON r' - NEW PLANT STAND (TO REMAIN) O N EXISTING ELECTRICAL CONDUIT ===-:NEW P.T.DECK FRAMING TO REMAIN-PROVIDE NEW -_W/COMPOSITE DECKING NEW BUILT-IN WOOD Q 91-3 GALVANIZED CONDUIT STRAP ---=:TO MATCH EXISTING HANGERS TO HOLD CONDUITS 4 BENCNE5 BEYOND IN POSITION ----' -�, EXISTING COMPOSITE NEW-IN BENCH SEAT DC{KING TO REMAIN EXISTING COMPOSITE SEE V 2 DECKING ON EXISTING -_------- O FRAMING TO REMAINZ. COMPOSITE DECKING - TIME: ON NEW P.T.FRAMING- SEE POOL DECK 1 1 1 FRAMING PLAN SECTIONS 1 THRU NEW '< DECK / PREFINISHED ALUMINUM F:jPOSTS TO BE FA51ENED \TO DECK RIM JOISTS W/ \/\ \�//.•,'///\�� �// 1 ; i 1 1 3 A3,1 /' �4�°LOW STAINLESS STEEL / DATE ISSUED: 2 X b P.T.BLOCKING ,\� \/ \ \/�� �\�� / \�/ / \/�\� 1 2.00.201 BETWEEN JOISTS . i i ///i . / / I I / 1 e \�\� i\//� .1 /\Y�:/i\�i ii / Q°/ / i Yi „i ' SEE DECK FRAMMING / / ♦E%ISTING CONCRETE FOUNDATION- /\\/ /\� \/\ \\ \ / _- - \ \ A�.Z w3.1 \ / \ 1 REVISIONS: PLAN �`\ \ d. ,\ \ CONTRACTOR TO CONFIRn EXISTING �/ � / /\ � 1 / 1� NEW TRIPLE P.T.BEANS'- ` � Q FOUNDATION TYPE AND 4W MIN. \\\ \� 1 \\ 1 `SEE POOL DECK FRAMING Q /o al NEW TRIPLE P.T.BEAMS- \� ( / DEPTH BEMIJW NEW GRADE AND PLAN , � ' .`� SEE POOL DECK FRAMING \\ �� \ \ i\ \CONSULT ARCHITECT BEFORE � EXISTING CONCRETE /\//\// 1 \\\\ p//.\ 1 \ - _. PLAN PROCEEDING FOIAJOATION- \\/\\ a,9' //\ �\ \ 1`. CONTRACTOR TO CONFIRM 1<//N \/ ANDEXIST4ernoEPrING uNBELowE r - NEW GRADE AND CONSULT NEW Id DIAM.CONCRETE ARCHITECT BEFORE PIERS ON 24'DAM, U \/ PROCEEDNG ��\\\�'`•�>%\Y�/ `'\/�, h '"'\i\�. ., .'t'' ^i.. /.. / .\ \\..\\��, .,\ DRAWN BY., BIGFOOT FOOTING NEW 10' DIAM.CONCRETE PIERS X\ ,,�.,T..�,;.•, �,alx}, \\//� W/(1)44 BAR SET VERTICAL ...............\ •t.rh'�. i�{5 \"j' ON 24 DIAM,BIGFOOi FOOTING, PRO.IECT#: rrPICAL DRAWING NO.: PARTIAL SECTION @ POOL DECK EXPANSION NOTE: SCALE. 3/4•.1'-0° i PARTIAL SECTION @POOL DECK EXPANSION ALL MATERIALS SHOWN ON THE DRAWINGS ARE TO A ^ , ^ SCALES I/2'-I'-0" BE NEW UNLESS NOTED AS'EXIST.'OR'EXISTING• L^\ •LPL) L }g, LI IC / .VNIISIX3,W;1S1X3.SV o310N S93-INn M3N 39 N'33Q M3N Ol JWVRi %1ISIX3 IV �1VJ_ t? g (1�p./-\V�/ Ol 3aV S`NIIMtlaO 3Hl NO NMONS 51VIa31VW 1'IV °310N \/ \// 'ON OWVd MS/SML :ko wl m Ntlld 9NI 3 X)3q IOOd 339-WV WV39'1'd 51510P N33M1 Ix 39 9NJ0'I9 \ \ \ \ 80 1510E ula'1'd Of X Z :SNOIM3a - LLOZ'90'ZL >03a good 339-'70 :43fIS9 3iVO 91 IV S1510f'1'd a3AO 9140030 3.LISOdWL**9 X t / slivi30 -llfll3Q WV3g / 213id 12ioaanS �73Q 7f:7d__ 1 a3alfY)3a SV 11=19'1'd x Z MOM IOOd 83aNn 37Vd5 0d0 35017 001 Wtal'7A'd bvinil3J x 1 I 59N003 a3ONn i4>a31JtldWOJ LLl3AVa9 035S3JOad xJIHl.9 31l a Ol N � Z�NIn0 MAN NIVW3 IV39 9NI1IJ3O 3115IVWJ/M M 9NIWVTJ3 dWVa 9NLLSIX3 (Nf103 a0 Wz r- /\ /\\ I) \ a31d re �313MONOJ a313uVC.01 zC) = Dn D 7C \ a31d 3 3J 0 a31N C/- Z M = m '\/ II / ltl atl9 9NUao3N13a va(I) D m = Z -.m Z/I-I '31V7S / Q O O 1 (:j /\\/ II \\ \ 32inGmDN3 ZJIVIS `�NIISIX3 01 �03Q M3N 1V �IV13Q m+ `�NIQ-line DNIISIX3 1V "11V13Q 2139Q3� �734 a r Y Y Y \ /\//\/y �/\ 133N5 SIHl NO 11V13a 339 "o / 1 B, -a31d GNV WV3 313dJNOJ 9 8r qNV WV39'1'd M3N 12 _ '70.91 1V S639NVH 1SIOf HVtd 9NIWVad X030 1109 d0"V ZJ X x/M 3SV9 I NOI1VONMA 03ZINVAlV9 ST NOSdWIS 'a' 313aJNOJ 9NIlSIX3 100d 335-Wtl38'1'd 150t1 g3ZITPfAIV'J 99f19V PIOr.,dWS � \ \ \� s> =Z ,IVM 1SQa3'1SIX3 410a1� m N 70 Ntl"Id 9N- 70 b AVMV 19MWVad OIOH / > (�r 9NIUVad XJ30 33S_•7O XJ3a 100d 335-7'O �-IIVM 1SR13%NIlSIX3 Z a ,9I 1V S1S10r'1'd a3A0 .1.0.91 1V .9I IV 51SIOf'1'd 83A0 'J'O.91 1V 5311 3NtlJlaafiF7 1N3aN3d3aNl NItl1-f3a Ol g — 9NIxJ3o 31150duDJ 9 X E 9NIxJ3q 31150d1bJ 9 X a3VNVA1V9 YS'ZH NOSdWIS 9NIWVa3 1.3o'1'd M1N N SMJS.XO�a 90/3M1 \ \\ \\ -' l 9NIlSOC3 sarus Ol 03N315V3 "-- 439031'1'd OI%Z I 3NVa91,nW 3AIaWa53H.Cva,{,p5 I — p aNV°SdIH1V3r1S 1VM 191x3 . Ol N31SV-4 aNtl do N�Inl I b WW -9NIHStl13 0tl31'Bn V O P NNW3a Ol 3N015 a3H5 IlSlx3 HJ1VW Ol S3l%IHS M3N na7 9N NOIlJna15Nm iIVM NIV15 '9NIta,01 31I a39031 b .. aOla31X3 9NIlSiX3 .�_. .-..�..._....3�p..11V15NP Ol-g3a1/103a..6V. — I'"'- - WO16 319NIHS'aVa37"311HM - '---9NrssrX�-37v1a3a-aNv-3A0u3a —J N1tlu3a of 3anAJnals Z'EV/E 0 Z'EV/Z AJ30 aNV 9 now 335-aNV15 1NVld 31151dW00 VHUSIX3 NO Sa31NVld M3N NIVW3a .� Ol 3an501JN3 aro15 a32V19 3WVa3 WnNiWniV 9NLL61X3 Z'Etl/ 335 1tl35 HJ39 NI llln9 I 3an50-IJN3 bIV1S 1V 9NIZV-19 9N1IGPG WOa3 AVMV .___ ....._....__ .- ...... ...__..... .- .. .V HON39 NI-11 n9 aloH :dWV1S STAMP: SHRUBS, TYPE AS SELECTED , BY OWNER 3'THICK PINE BARK MULCH I X 6 CEDAR CAP W/BULLNOSE EDGE TO COVER TO EDGE OF E.P.D.M,LINER PLANTING SOIL PROVIDE 1'DIAM PLANTER BOX W/P.T.2 X 4 �'' DRAINAGE HOLES IN 48 FRAMING AT 16'O.C., }'COX \C \\ BOTTOM OF EACH ai PLYWOOD INSIDE SHEATHING �\� 2'"5° PLANTER BOX OV AND CEDAR SIDES W/ V-GROOVES AT 6'O.C. \�� 2'- - TJ w E.P.D.M.LINER ON INSIDE OF \ PLANTER BOXES LL X b COMPOSITE DECKING } OVER P.T,FRAMING -SEE PLANT STAND PLAN -__.....::__.:::�::.:.:..:..::.:.::.:....:_.:.:..:.:..::..,::_ :.::_;:.:.,_,_;::..-..::::�::. EXISTING STEEL GUARD _.._........_.......__...__..._._.. _._...._........_.._......_.. ..I._........ PAIL TO REMAIN / 2 X 4 P.T.DIAGONAL z S' - BRACE, HALF LAPPED _ 4 X 4 P.T.LEGS,NOTCHED /AROUND FRAMING MEMBERS / / AT CENTER AND FASTENED W/STAINLESS m' g STEEL SCREWS 2 X 4 P,T.SLEEPERS AT O.C., FASTENED TO BOTTOM OF PLANTER FOR DRAINAGE/AIR CIRCULATION 2 PLANT STAND DETAIL FACE TRIM TO o REnnlNsr. SCALES 1 2°ml'-O' 2' 4' ZLu J — I X 6 CELLULAR P.V.C: O ~ W }" 1'-2` 1'-2' FACE FRAME AT TOP, C/> O W 5/4 X 6 IPE CAP, MOLDED TO SHAPE BOTTOM AND VERTICAL - Z INDICATED MEMBERS PER ELEVATION Q 4 X 4 P,T.LEGS, NOTCHED 2 X 4 P.T.FRAMING MEMBERS, Q Lv I"'� 5 AROUND FRAMING MEMBERS FASTENED TO POSTS W/ � ` AND FASTENED W/STAINLE55 STAJNLE55 STEEL SCREWS X LLI O 2 4 STEEL SCREWS, TYPICAL LL, Z N NOTE: o Y H Of Q LLGLL�jj Z ALL IPE DECKING TO BE FASTENED TO ! \ �/ _ / Y z P.T.FRAMING MEMBERS W/ 21/2' v �l lJ STAINLESS STEEL SCREWS AND HAVE IPE ——— ——— I X 6 CELLULAR P,V.C: Q Cn O } PLUGS GLUED IN FASTENER HOLES,USE TO-CONCEAL — —— — —— w z SYSTEM'BY 5TARBORN INDUSTRIES OR PLUG X 6 IPE DECKING BETWEEN},GAPS J Z M APPROVED EQUAL. o 0 3 O v N r 2 X 4 P.T.DIAGONAL = BRACE BELOW - O 2 X 4 P.T.STUDS AT 16' �y 0.- O.C.W/TOP AND BOTTOM Wj EM15TING EXTERIOR PLATES AND BLOCKING WALL CONSTRUCTION BETWE3 X 6 IPE DECKING OVER(2)P.T.2 X 4 NDICATED STUDS AS SEAT MEMBERS AT 24"O.C. - FASTEN - TO ADJACENT MEMBERS W/STAINLE55 STEEL DECK SCREWS .S/4 X 6 IPE EDGE BAND, 2 X 4 P.T.FRAMING MEMBERS, MOLDED TO SHAPE FA5TENED TO P05TS W/ INDICATED STAINLE55 STEEL SCREWS TITLE: 1 X 6 CELLULAR P.V.C, FACE FRAME AT TOP, BOTTOM AND VERTICAL MEMBERS PER ELEVATION POOL DECK L.E.D.TAPE LIGHTING ®�40 $ (SUITABLE FOR WET 2 q I X 6 IPE DECKING OVER ® ® �, DETAILS LOCATIONS)SIMILAR TO P.T.2 X 6 BACK —————— LOrAT MADE BY AR TO S SUPPORT AT BACK O.C.W/ — :_:.-:-........_-::..... :::.-::::::<::..-::-:::::::-, THOSE 24' LIGHTING W/MOUNTING CONTINUOUS P.T.TOP t CLIPS AT 12'O.C. BOTTOM PLATES '�` 2%4 P.T.DIAGONAL NEW DECK STRUCTURE - BRACE BELOW SEE DECK FRAMING PLAN n 9- (2)P.T:2 X 6 BLOCKING I ® I EXISTING CONCRETE DATE 65�D. I X b IPE DECKING OVER AT 24'O.C.-SET T2.08.2017 P.T.2 X 4 FRONT VERTICAL AND FASTENED FOUNDATION .:y REVISIONS: SUPPORT AT 24.O.C.W/CONTINUOUS P.T.TOP t TO BACK SUPPORT P BOTTOM PLATES 4p L! ——— 2%4 P.T.DIAGONAL _ BRACE BELOW 2 4 2 b \ NEW CONCRETE PIER AND \ P.T.BEAM-SEE DECK Q. FRAMING PLAN AND 2/AW DRAWN BY: TWSw it PROJECT#: (2)F.T.2 X 4 BRACING AT 24.O.C. - 2-O�° ' Hi 8 FASTEN TO ADJACENT MEMBERS W/ STAINLESS STEEL DECK SCREWS TYPICAL BUILT-IN BENCH DETAIL , PLANT STAND FRAMING_PL_AIN 4 SECTION / DETAIL AT VENTED P.V.C. CLOSURE PANEL DRAWING NO.: SCALE. 3".1'-0. `� SCALE. I-I/2°.I'-Oo SCALE. 7 NOTE: A3 , 2 . L MATERIALS BENEWUNLE55 NOTED AS'EXIST.-OR'EX 5TING' L� 'c l a • ` STAMP: fr 0� lkpj es WJL z M. A°d A. •y4$�Nq�`ids "�- '•a�®,oT W 3sS' a • t I m cQ %c _�.._.�•...,.. �'+�Lr� �i' '' 'I I III " "I I� I _- \-e ,.B b m 4".ram• i , , Ilr�l� I� I , I i.� II I , ,I ,J I II �E� �"d, w /*$. I I i ' I� I' I �' ' f I E --�' I � �I i I '' I� ' I �' ••� m J � c Q. (� G I I II � I,I• I 'I Ili I s --I II ili I'I I III s z C/) IIII II� _ �) I�I IIII Z 1 Q 4 IIII I _i '�I III ,IIII r Z 'w\ Z I I I 'i tl I I I T+•n I J � .,III I I �` Q � U c'O _ Lu IF ® .�• �, Ltj ex�sr���weo w� a a vll 10 TITLE: I , PLAN OF ✓1' --w COURTYARD DATE ISSUED:® .® `�➢10.04.2017 REVISIONS: (3 e 1 10.17.2017 B � DRAWN BY: V," TWSISW PROJECT#: OCEAN STREET <• DRAWING NO.: T COURTYARD PLAN Al $y L b i { 1 ., ., STAMP: �.t w r a� z 9 j 0 z lid 2K, a^r v 8_e Z S �ps ve / ��Jt�✓ II 11 I IIII 'i _1i I :.li iB o �i IIII I III II II i�.,I I IIII I I I II I I I I I I i IIII it N� II - Ills III / I I� III I� li lii j� 9 II II I 'I t 1 � W s r e F O 1 III II 11 i1 I / I I� Lu r III I I III I V I --1 IIII [. O lfV— / JLij ELc") u I 11 I P IK = I 1 :I 'I III Q z w > Q of Q cy) S Lu II r Y IIT .. 0- 0. Z-� d. t�1 1�J ¢x�sr IxG sr.oPeo w°�Yr.`Y f d p I TITLE: I I 4 �� \ PLAN OF Il' COURTYARD ® �_`•'Y."°'^'^"` "" DATE ISSUED: 10.04.2017 . REVISIONS: 10.17.207J 55 B a DRAWN BY: 3 �...�®.. MS/SW F - PROJECT#; OCEAN STREET DRAWING NO.: §€ (-,`-,,COURTYARD PLAN Rgo • • ■ tl� L 1 , TEP MAX:. INSTALL OOL m6 KIDDIE / Ki Ir pjrcr+r � = , LCRVSNE AT PTRASTIh;G COL07,BD, . .. .. FOOL'1'O fLEMNN i STONE AT LEADIN6 EDGE, TTP. .. - jj,,/^►►firr .: y ' ... :�;. „.rva>++-w ,�...,;.".- .:,,^nww., ,.,.� ,...,. ,. +.ww.._. +r .... �..:.. ,r ..:.. nr»,-dwu.,,,.. .._...rN6,yrM. aS..:s Wsax ,,.mNp,,,...x,ml�Fe....&_.«+.a^,. tiuk...m.�.,�,,pgx ah".#�a,.X»•�•nri'. �.. �M"4isid�rl +arg „.a,cyrr-W.n,... w. .. Tay ' 1 ,TM _.. • ,. NEW PLANTER. I _r W/6z6 P,T, RCTAINING HALL i } AX 7 c EX15T"G nX-0 POST m .I 1, SUPPORTING I T"STEP _ .. _.—_` — — — - - —ROOF OVERHANG MAX_ Of ExSITG titw DECKING II U R•D' ROOF I k I L 1 6EL'.111 EL?%a:L.!.y OVERLIAN6 ABV }I4 I T7 I'V J� I f.D(i•L{iiCi( _ f f 1 if I� L w i;U.L u I jI � _ 1 Vi VIEhl S tF� 3. , ! i t r I y. •DPa r,�;r .+,�` c L � + ' E/sSTC H-. 11 s r.—..... _�.e.:.. -_..._V_._.®..,e. .... .-��.,._,.�.�. :.._m_�._..._.�.... ... ( KITCf-IEtJ M.w va.fl.- FOP OFk rcrecl � 05 0,H AA ( ` hiUF' I E;r15TGCREPSTF I-iy JTO IN ♦(I[1 i 7D t7gf�; _ .� ; `• ALL Z Ct.�!F NIS ES •w• - '-�. .= I .. .r EN. I20 SLOPED WALK, 1195-FALL r SIM TO h.FW. C rNTR_A5.TING COLD DECKING y I - C Vr, k�.. EX6TC TOILETS 51WKn- t�-ST9R08N�1 _a P TA ° '�? d� C ACCESS.70 REI'tA1N, I,1�.91. F -- j S •�NON- KING INSE. TAL n.. t3 - . D 0 I _ SLDP n wALr. p_ EXISTG.GAS METER/GAS PIPIN,'.TO ROOFTOP UNIT AND P— KITCN, EQUIP.TO BE REMAIN I II 1, LLJ 3G"H xREEN WALL W/PVC ~ ~ CAP TO END OF 5LOPE O W. I _ I. I I b tip ' _.I I E{L✓:a.. DECORATIVE SCREEN W/ 2 (_v TX REMOVABLE PANELS L✓ F-- � m �= cri � � ♦�$i1 �I - — fr a'-1. 6'-9' I I �.(n'-o".I '^L t— Q W z W Q = U a LU llllfI - CO CO - REPLACE EX15TG WD �' Z DECKING W/NEW TO I NEW P.T.6X6cr) Q ('\j MATCHI POOL AREA I I t RETAINING WALL. O .} 11! _ EXISTG.STL;COL.-.. O NEW DECKING TO OVESUPRHANG RTING ROOF (_v !I MATCH POOL DECKING EX15TG'P.T,GXG RETAINING WALL OUTLINE OF ROOF IXISTO NtlTEI I n OVERHAY6'ABOVE ERoo.X15T BLOCK '' - DUK DECK TITLE: - -..,l I (1 PROP05'ED FLOOR PLAN IXI TG } GALE:I/4•-F_D PROPOSED NEW POOL DECK II 'Ex HTG OTE ACCESSIBLE I�f ROOM BLOCK GENERA[NOTES: RESTROOMS f -CONTRACTOR TO VERIFYAIL DIMENSIONS ON SITE&COORDINATE W/Af'.CHITECTS&OWNER PRIOR TO CONSTRUCTION. ADDITION -CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS&PROPERLY TRANSFERRED TO FOUNDATION. -ALL LUMBER USED SHALL BE SPF NO.2 MH MIN.E=1-.4E6:. tALLDECKANDFLOOR.F,RAMING SHALL BE P.T. -ALL FOOTINGS TO BEAR ON COMPACTED FILL.4'•0'MIN,BELOW GRADE. !~ DATE ISSUED: r - REVISIONS: 10/10/2018 i ® r___ ! ; - tF -„ •'1a .^�•�«�� q> ..�....r.. .. .(` FAC P• �ikjC I7lf�$!Cr`i[..GTf.1' 1�-1- COVERED RE4RU14 .. I' I, �I t I OUTSIDE B.R r Townhouse Roach: f tE�4 f DEFEC r©R 0�1 R E>,15T6 I S�rj ') EXISTG PLAZA EX..COVERED q 0; 1 y. - �]�;i ,/� /� EL�aB�T,., - 1 RESTAURANT �,I, West Yarmouth,lVlA 02673. rIJ^L LY/"��r,tJ.N DRAWN BY: ).yyS/SK OUTSIDE' I NCI ,. DNNG DEC[ I -'Oq� CAPE.COD ALARM Tel •(80�0) 468^8300" T- .. PROJECT _. I - 71 ' `Bill Fallon, °' �'508).3,98- .. ORAWINGNO.: 6316 /�fScsLG AhDSUL SYS rJh r Cy3tem DesLgn.EngLneer,` FM r 'Sales'Majr agcr Fax (508).398-5666 �', 61819 SfR . • OCEAN STREET ' fiillQcapecodalarrn.com WWW.CapeCo, armcom 4A] i 4 /Y. PARTIAL PLOT PLAN - RESTAURANT, RESTROOI"IS 8 WOTEL PLAZP_A� .u, ,, 5/;Q 3 SCALE. I" .: 20' w+ •9 ;., e .�x. ' L- - - --- LEI i (,T 7°STEP I!A%, n151 ALI. EXIST ING KIDDIE ` rI COLOR 6D.CRUSHED CONFPA5TING' �,\ /�-•"�~!! _ POOL'TO'REMAIN � STONE ' AT LEADING EDGE; TYP. 11 e f: .w....,.,.wa...,M,.«:w.ro «.•.w-.,. ...v:..�..,.-•.,.-.... ..... ,.., .,..« w+-�.....+u..- .. .„ •..,+,;vF::.°..:-„,._.•'. tw..,: w .... �..., :r�,v. .,»-.,++w--F:..»..:-.tw!... .m•+w r .. w k+F,HR•" ........ r^W+,..:.1NM< HaPoIA;,. 'M�w*:,r+e+Y Frw,MttA xww,�wN w�..: �1i'".+!Ke9!'uW�A•�N x^nyo- ara'^wrMY�y*�:NFmNa%•u�SN'eMTMp �. ('5�XN:+t"a"�t,NW.W'iFAMr,Nr'k!N;w'eN"W o,-w..,,TM�w '»N+�'«.v�.saNarw�:a_w.r�w. ' �..r...... '«rwaw wOn,.m+. hn. Lk.4.>:rr .tis• NEW PLANTER p a W/ P.T. .� � " �:'::: /,• �y �-�^ �i ,."' W RETAINING 4:kLl •} EX15TG 494 POST - W rGT-m I i.. SUPP00.TING 1 •' I /—^STEP m {t /f 'LS,.°A• ; '. ,_.._-___..._._.-._.__— ..._,...__. ROOF OVERHANG fi /i i..j LINE OF EXSITG m I NEW DELI yr F I I t U r:Or7F TF I { • fEUtr'c CLCV L NI;. Q AA \ I I 10415 pECl. 141 I f I �l L •. 3 D Ay"y�tnj�, ir_} !yWgt] �•+„�� .n.Cp Fl ); `, 55;P'YCv S+ .. e � I P"f I { i , G�n . MEtvaitfC4, {f'rtt^7akClv7�caf I '{ E k.. I O U 4. . EXISI'G_ #...d--.,...-.....,,.. -'— -- .�.-.,......-.._....�, _a.,,...._..._,®.._ ....u..v..v....._..� .,.,_..., .�.,..,...,.. „, j i. I I KITCHEAt .FEa —- a 1 E I f ' o_-�k. a. r *^ i A-� I i r ISTG r STk S To FIuT{r ct J I 011' 101 c,E Ucascl — 11 }. -"WALL[�CL6 FF NEI �ES _- aaSS -v' • jp( SLOPED COAL.^NISTALL A - �� ,,'. TO NEIy RESYY2Pf C61TRA5TI1lC-COL_R DECKII,kC #R [t7N✓p !y# > ,.,. ,., �,. - 1pcq 1 I o x"`' �II 4 ACCESS TOII.E75, SINGS I STROP :{°"+ n STAP_T @ END OF 5 OPE t ACCESS. 70 REIiAIN. rr I �' D_ Il_--�I- 19 d w,��. tiJSTALL NON-SLIP DECKtiJG�- 1 I —� I I I� 5LOPED BALK pp _ z Q'_ 11 O f I m E"ISTG.GAS METER/GAS Tx �I I,.� 1 r�� .f,.. PIPING TO:ROOFTOP WIT AND F- - KITING EOUIP.TO BE r:IT AN Q -J 36•H SCREEN WA„W/PVC < o M. CAP TO END OF SLOPE I I o OMEN I'• 6 - -DECORATIVE SCREEN W/ REMOVABLE PANELS 0 w I Q MO OELI I7 a '� Lu Q U Z Q O "l lil tt00,T.YJF• I I I I I Iq v.F I I ^S� F CY) REPLACE E#ISTG I4D I! I I e' L _DECKING W/NEW TO NEW P.T.6&6 O Q CIS!MATCH POOL AREA RETAINING WALL Ci II. i I I I 1TTI 11I IIL EXiSTG.STL.COL. O SUPPORTING ROOF NEW DECKING TO OVERHANG LY MATCH POOL DECKING EXISTG P.T.6v6 RETAINING WALL OUTLIHANE OF ROOF Fj[bTG H[)TEL �j OVERNG ABOVEROOT+..BIOLK I��• {. 11 F.« F PROPOSED FLOOR PLAN TITLE: E%19TG I SCALEH/4'-V-a* PROPOSED NEW PLOI.[)ELK it ACCESSIBLE T ROOI•I BLOCK RESTROOMS GENERAL NOTES f •CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE&COORDINATE W/ARCHRECTS&OWNER PRIOR TO CONSTRUCTION. ADDITION D I -CO RACTOR TO VERRV ALL BFARING LINES ARE CONTINUOUS&PROPERLY TRANSFERRED TO FOUNDATION. -ALL LUMBER USED SHALL eE SPF NO 2 WRH MIN.E=I AE6 ya ALL DECK AND FLOOR SHALL BE P.T: 3 ALL FOOTINGSTO BEAR ON COMPACTED FILL,V-G'.MIN•BELOW GRADE. DATE ISSUED: <. R •~ _- IOAIS. .T On o/i018 f--- •.;•-•-•- • RESTw'i5 {i (I1 2<. s,F. `` {6' AC ~ ERG ff1`kem 1T61- I A-IVV" Ff I Dt.COVERED I 4fT5fpE BAR IEr D�rcc To tR x 'T 9 264 01d Townhouse Road.' 10 "ETtIBTG I t-F E,,,TG PLAZA I EK,LT'lRED w f FIOFEL L00BT,� �llt,/f I • I RESTAURANT - „� West Yarmouth,MA 02673 / .�. „' •�N/� I :. _ 1 '�.� .' `is 1 Pi L.�. S:,fl 1 l b!Y�,/f DRAWN BY: TwsISK R b ° an"0C 1 oEF CAPE GOD ALARM PROJECT #: DINING DEL[ x (8 0) 468-8300 S fr'./�t -TaJ Tel O . � BiC,I Fallon :t (:508)39 - DRAWING NO.: 8 6316 AySuL' _g h15 U L S 5I r Q SysQems Des!gn.Eninac.r, Sales➢�%lanager (508)3 5666,98> Fax: �m bill®capeccdalann,com WWW.Ca eCOdalarrnxoih 1 OCEAN STREET _ P A . 0 X PARTIAL PLOT PLAN - RESTAURANT, RE5TR001 15 I IDTEL ,:PLAZA.AF 8y J SCALEI I" 20 , {� a^• .:,sue.+. �.,,ys: >.w+..:.. q'+'"a•w'' ^• �;I ISO L7'.IV�'� STAMP: RELATNE ELEV.MARK TOP OF FINISHED J I , \ % r DECK i rI No.7789s jy 7'STEP MAX., INSTALL EX15TING KIDDIE CRUSHE CONTRASTING COLOR ED. I' POOL TO REMAIN E , STONE ; AT LEADING EDGE, TYP, R ' NEW PLANTER / W/6.6 P.T. RETAINING WALL E9. 4'-0' E9. S � • tA t, /r r l ,� UPPORT ' 7 STEP MAX.ROOF ,1 m g g j I LINE OF EX51TG - }\'. \\ ' / 0 ✓£ NEW BILCO IVPE'T NEW PVC CORNICE — I! — ROOF NEW DECKING tj/ V ROOF$CIRiLE MOUfDIN. -___ ( I-� El=0' OVERHANG ABV 77 7m ,',\ LL RDATNE ELEV.— MAJRK EL-0' r � i S I ALIGN 7a I T.O.FIN.DECK b 1.0.DECK ` t t !r / w A P � WPiMVAV PAD PER I I �^EL=+JQV Z EPDM I I I '�' W(=FLOOR '� MIN, I HR.RATED PTN, O L I I I I UL DE51GN NO.W408 z U 1J — II 3� s - t`'` 70P OF NEW+ ( m qCE Q N TYPICAL SPLICEDETAR 6/ A3.0—T� PAIR OF IV'0 O.D.HANDRAILS Y'r 12•SLOPE -- I EXISTG. ' 33 BOTH SIDES PER MAAB.ONE j "..° _ P 19°AND ONE P 36' FROM �B •dn KITCHEN - RAMP TO T,O.RAIL 'DECI EXISTG RNEW FL TO RECEIVE NEW FLOOR. \\ \ I EXHAL6T EXiSIING EPDM I I NEW EPDM I O I AM / FNJ WALL!CLG FINISHES fI ( � UP ( 1�12 MAX.SLOPE, INSTALL E)dSRNG M/AC I I _—_ I SIn,TO NEW RE5TRM5. CONTRASTING COLOR DECKING EQUIP. I X EXISTG TOILETS, SINKS H 4 ACCESS,TO REMAIN, @START 6 END. INSTALL II 2 d ^ � NON-SLIP DECKING @SLOPE LL= -- — I EXISTG,GAS METER/GAS PIPING TC F— G S I I wp ROOFTOP UNIT AND KITCH. EQUIP.' Q J < REMAIN.ROTATE METER TO VERTK Q W FAJ ❑i = POSITION TO PROVIDE RED.48'x60"F T— FLOOR SPACE IN FR NT OF D I CLR. L E O Q W I i W NEWCONRNWLS —_—_.__—_—_ I o REMOVABLE DECORATIVE = Lv Q a SCREENiFNZA i SCREEN 0 GAS APPARATUS LY 1'� I § I F 0 2 II �� O = m zv; cl— c QZ 4%4 PVC PO5f @ CB° C -" O.C..FLASH BASES E--1' +,P ZD Q 7 EPDM MEMBRANE 3 .� FLOOIR,V.I� I K V 9' L�jc L A3.0 REPLACE EXISTG WD E N Z —_—_—_—_--V DECKING W/NEW TO NEW P.T.6><b O Q N W i O; MATCH POOL AREA RETAINING WALL } / ' O --------- —"" —" EXISTG.5TL.COL. _--"- - SUPPORTING ROOF O MM NEW DECKING TO OVERHANG EQ. I W-0- 1 4'.- 4-11 E.. I � W � � I MATCH POOL DECKING � 2 PARTIAL ROO PLAN N EXISTG P.T.6.6 RETAINING WALL OUTLINE OF ROOF SCALES I/4" = I'-O° in OVERHANG ABOVE r h r! tlJr. r;r r TITLE: PROPOSED FLOORP AN SCALEd/4"=I'-o" - PROPOSED NEW ACCESSIBLE 'r V II GENERAL NOTES: RESTROOMS •CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE&COORDINATE W/ARCHITECTS&OWNER PRIOR TO CONSTRUCTION, ADDITION •CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS&PROPERLY TRANSFERRED TO FOUNDATION, •ALL LUMBER USED SHALL BE SPF N0.2 WITH MIN.E=1.4E6 •ALL DECK AND FLOOR FRAMING SHALL BE P.T. -ALL FOOTINGS TO BEAR ON COMPACTED FILL.4-0"MIN.BELOW GRADE. DATE ISSUED: T 0/10/2018 REVISIONS: DRS.RAMP,RATED PTN 2/7/19 ry! r l.r I r Barnstable Bldg. Dept. ` DRAWN BY: *4� .,r l r , .1, (/ r N-M • I jr , TWSISK IBM Approved by: PROJECT#: LJ t Permit #i DRAWING NO.: v OCEAN STREET A1 , 0 PARTIAL PLOT PLAN - RESTAURANT, RESTROOMS 6 HOTEL PLAZA AREA J SCALE: I" 20' Ley w STAMP: NowMR9��� c w �m wa EXISTING OVE ANG EQUIPMENT SCREEN, NEW P.T. 65 FRAMING WITH Ix4 TRIM BOARDS BEYOND W/NERHW SIDING SPACED I" EX STING OVERHANG APART, PAINTED 0 IE 69 AND CORNICE TRIM FIBERGLASS CORNICE TRIM, CR-4 , PRE DIPPED W.C.SHINGLES, EDON COMPOSITES, HOR5H AND CORNICE TRIM NEW SIDING AM, PA.TRIM BEYOND I 5"T,W„ COLOR TO MATCH MATERIAL AS INDICATED IN DETAIL EXISTG ON HOTEL EXISTG TEN51LE FABRIC SCUPPERS TO ALLOW FOR Z NEW Ixb PVC COVER 4 FRAME BEYOND DRAINAGE li 6 & NEW Ixb PVC TRIM, PNTD TRIM, PAINTED U 6 P _ PRE DIPPED W.C.SHINGLES, 5" =I U <^ ANDER5EN 400 SERIES AN21 STORM ' HOTELCOLOR TO MATCH EXISTG ON WATCH FIXED WINDOW W/Ix4 PVC TRIM, WOVEN SHINGLES AT ALL Z S CORNERS = w PNTD, 2'-0`%'.2'-0`%'R.O., ALIGN WOVEN CORNERS SHINGLES AT ALL Q C WINDOW HEAD W/DOOR HEAD 3'-0"x6'-S'THERnATRU FIBERGLASS GAS METER/PIPING SCREEN, NEW 3 ? m Q DOOR W/HC THRESHOLD, SMOOTH-STA « P.T. FRAMING WITH Ix4 TRIM FLUSH PANEL STYLE NO.°5-100° BOARDS SPACED I'APART, EXISTING POST BOXED W/ 4-0"MIN STAINED TO MATCH SHINGLES �B PVC TRIM, PAINTED EXISTING POST BOXED W/ EXISTG bxb P.T.LANDSCAPE PVC TRIM PAINTED EL_0 TIMBER RETAINING WALL5 BEYOND EL=0' i.0.POOL DECK-4 EE--11'x ____ — — — — — — — — — NEW 6x6 P.T.LANDSCAPE — =_ — — - El=-I1'± - �i.O.FROMDECK TIMBER RETAINING WALLS I I — — — — lilt SLOPE, MAX — — i3O.FRONT DECK$ EXISTING FLUSH DOORS, NEW CONC.FTGS 6 PIERS, I I Z PAINTED I ( LINE OF NEW WALKWAY rT NEW HC 4'-O'MIN FRCIM FIN r.RA NEW RESTROOM EXISTING EXISTING TO B.O. TG O NEW CONC.FTGS WALKWAY ADDITION RESTRWM EXISTING KITCHEN RESTAURANT I TOP OF LANDSCAPE CTIMBER RETAINING WALL r= T-0°— EXISTG RESTROOM AND - W EXISTING CONIC.FTG AND FON RESTAURANT BEYOND NEW HC RE5TROOM ADDITION Q O F-- Q _ LU W I6'-7" EX STG C Q OVERHANG N PROPOSED WEST ELEVATION - POOL SIDE PROPOSED NORTH ELEVATION - RIGHT SIDE O = m Z rfj 3 SCALER/4° -0" SCALEI/4"=1'-O" Q w Z w Q = U Z 0� v) O } o z M _ Lu z EH IEH O N EXISTG TENSILE FABRIC (L COVER 6 FRAME BEYOND O EQUIPMENT SCREEN, NEW P.T.FRAMING Ly WITH 1.4 BODYGUARD'TRIM BOARDS SPACED I"APART, PAINTED FIBERGLASS CORNICE TRIM,CR-469, EDON COMPOSITES, HORSHAM, PA.TRIM MATERIAL AS INDICATED IN DETAIL PRE DIPPED W.C.SHINGLES, 5'T.W., COLOR TO MATCH EXISTG ON HOTEL TITLE: EX15TING RESTROOM DOOR, PAINTED El=9".__ PROPOSED ANDS 5 N 400 SERIES AN21 STORM ELEVATIONS WATCH FIXED WINDOW W/Ix4 PVC TRIM, PNTD, 2'-OVx2'-O%*R.O., ALIGN WINDOW HEAD W/DOOR HEAD 11-0'x6'-8'THERMATRU FIBERGLASS DOOR W,/HC THRESHOLD, SMCOTN-STAR FLUSH PANEL STYLE NO."5-100' G ER/PIPI G S BEEN, NEW P.T. DATE ISSUED: FRAMING WITH Ix4 TRIM BOARDS SPACED I"APART, STAINED WHITE 1 0/1 01201 8 EXISTING RAMP!RAILING REVISIONS: El=-I I.x DRS,RAMP,RATED PTN 2/7/19 i..0.FROM DECK V,6F. fl g NEW HL 44 EXISTG RO9 DRAWN BY: ry SK/SK � EXISTG RESTAURANT AND KITCHEN RESTROOft ADDITION ON PROJECT#: �r PROPOSED EAST ELEVATION - STREET SIDE �5 SCALEd/4"=1'-0" - DRAWING NO.: 5� A2 , 0 STAMP: s 3"QUICKSEAM SPLICE TAP 118"TO 112" a No 778e A r QUICKPRIME PLUS OF LAP U UA S BEAD NT Jam' �0 ' EPDM MEMBRANE f-EPDM MEMBRANE cor,PVC Car,PITCH TO DRAW 6— SLOPE � i 40 PVC POST W/TAPERED TOP TO CONT.5/4X4 BODYGUARD TRIM, BE SECURED TO ADJACENT PNTD RARER$@ 48"O.C.,BLK SOLID 14 GA.AL.CAP OVER FULL ADHERED ICE& C TYPICAL EPDM SPLICE DETAIL BE WEEN RPF ERS WATER MEMBRANE.LAP ONTO FG CORNICE 2' aW0 n 6 SCALE: N,T.S. j TRIM FG CORNICE TO OUTSIDE FAC OF iE SHEATHING U NOTE;GENERAL CONTRACTOR SHALL N076Y i1 EPDM COUNIERRASH Z 2lAYERS 'MOISTURE RESISTANT MCHTECT WHEN ROOF BOOTS @ POSTS BEYOND, STRUCTURE 6 MJ EXPOSED TO DETERMINE BRACMG/FRAMBNG 8"H G.W SET LAIN M CON.BEAD OF,B.. ON OVERHANG. SEALANT TYPE X PAINTED REQUIRED TO SLJPP09T DESIGN ROOF LOAD NEW FG CORNICE MLDG.EDON (ONLY I LAYER REQUIRED @ EAST CDRP.'CR-469",INSTALLED PER z &WEST WALLS) MFG.RECOMMENDATIONS CD EXISTG EPDM MEMBRANE NOTCH FG CORNICE @ POSTS z 112j ON PLYWOOD DECK OVER FULLY ADHERED EPDM FLASHING AT U EDGE,S 2X4 WALL STUD @ 16'O.C.W/MINERAL RIMERS DRIP INSTRUCTIONEAL EDGES PER M1FR W s INSULATION FULL CAVITY DEPTH C 2 OU cc a INTERIOR - EXTERIOR m Q Pi.DMP EDGE,WHITE NEW CONT.2M LEDGERS LP YUME BLOCK OSB SHEATHING,7116' NEW 2,1 DIAG.BRACE ON JST MB > THICK APA RATED WOOD STRUCTURAL PANEL HANGER @ LEDGER,Ib'O.C. �B SIDE NAIL BRACE TO ROOF RAFTERS 7x6 PVC TRIM ON CONTINUOUS y'SPACER CONTINUOUS AIR&MOISTURE BARRIER MEMBRANE SOUD BLKG @POSTS EXTERIOR WALL SIDING TIRE DIPPED ADDITIONAL 2X4 FRAM04G AT W.C.SHINGLES,x6'7.W. W.C.SHINGLES,xd"T.W. I O.C.FOR SOFFIT FRAMING z P.L 4XI POST EXTENDED UP TIM F O DECK TO SUPPORT ROOF SCREENK:ORNKSEROO i 2X4 FRAMING FOR OVERHANG F}- � J EXTERIOR WALL ASSEMBLY DETAIL-1 HR RATING @ NORTH WALL, c W UL DES W408 (NO RATING REQ.@ EAST&WEST WALLS) cl cl O F— z4'A W = W NEW PVC V-GROOVE SOFFIr.y2' Q 5 TYPICAL EXTERIOR WALL HCKWHGROOVES@slzo.c. O Lv LY 1 J SCALE I 1/2' = I'-0' O W E=G EXTERIOR WALL m z c � c C. DETAIL SECTION THRU ROOF SCREEN @EXISTG OVERHANG w Q 2 U Z 4 SCALE:I 1/2' = P-0" Lv cn Q } EXISTING CURB TO BE CAREFULLY NEW ROOF PAJRAPETFCREEN, c) Z C'7 REMOVED z EXISTING MEMBRANE SEE DETAIL 3/A3.0 \ ROOFING TO REMAIN NEW MEMBRANE.PLYWOOD DECKOVER fl O } CV NEW RAFTERS TO MATCH EXISTING - FULLYADHERED EPDM FLASHING AT DRIP EDGE,SEAL.EDGES PER MFR INSTRUCTIONS O OM.PVC CAP.PITCH TO • N I AL DRIP EDGE,WHITE DRAIN CL 1.6 PVC TRIM EXTEND NEW RAFTERS TO BEARING AT WALL JBETWEEN WTCH.AND EMSTG RESIRMS,NAIL CONT.5/4x4 BODYGUARD TRIM,PNID (' LL ADHERED ICE TO EASTG RAFTERS 8'O.C.,STAGGERED PATTERN 4.4 PT POST W/TAPERED TOP TO 14 GA.AL.CAP OVER TDOWING SHINGLED FASCIA TO BE BE SECURED TO ADJACENT WATER MEMBRANE LAP UONTO FG CORNICE 2' REMOVED.THIS SIDE ONLY RAFTERS @ 48'O.C.,BLK SOLO) EXISTING EXTERIOR EXISTING SIDING TO BE REMOVED TO BETWEEN RAFTERS CANT.Ix PVC CAP,RICH TO MATCH TITLE: WALL TO REMAIN —RECEIVE NEW PLUMBING&FINISHES PITCH QN CORNICE AT FAST&WEST PROPOSED EXTERIOR WALL,1 HR WAILS NI RATED AT NORTH ELEVATION.SEE .IX PVC,A"W/PROFILE ROOF PLAN, EXISTING CHEN EXISTING TOILET PROPOSED NEW DETAIL 5/AS.0 CREASE IN CORNICE TOILETS EPCM COUNERF" SECTIONS hi NOS'.i.0.MIEW DCOKPNG&FIN. BOOTS @ POSTS BEYOND, AND FFI—'R G TO ALIGN W/1.B EXISTG. DECKING.SET T.O.FOUNDATION TO ,IX8 PVC,ALIGN W/PROFILE 514 M ASSURE ALIGNMENT. CREASE IN CORNICE DETAILS DECK NG .J 4,-0. —CONIC Ix6 PVC.ALIGN BOSOM W/ NEW�'PLYWOOD DECK NEW EPDM MEMBRANE. B.O.CORNICE EXISTING & P.T.2X8 @ Ib"0. PLYWOOD DECK OVER NEW p FAINTING FOUNDATION ON P.T.2X8 @ 16'O.C. 88 TO RE.VERIFY W FEiD 12)$B.IPSON PJ3 51MPSON Ub GAL. RAFTERS i0 MATCH EI(KRNG ANGLE(�EACH JOIST .�OIST HANGER NEW UMBER DATE ISSUED: RETAINING WALL 07/30/2018 REVISIONS: GAIV.FRAMING _ _ _ DRS,RAMP,RATED PTN 2/7119 ® EXISTING CRAWL ANCHORS.1 PER JST EA H _ g SPACE LOCATION,SIMPSON A35 _ I--I —I—I I 1 EXISTING CRAWL NEW ROOF ROAMING, NEW 131 P.T."IT 3 O .�:�. I I 2X7 @ O.C. SPACE I I — „BM w/PT SAES .. .. - m ('�1 FIND ELEV.CHPNGE ..l�.loll _ 1x6 PVC RNM1t ON CONTINUOUS J4J'SPACER PSON ABU552 EASE u l ¢ _ EXISTING FOUNDATION T &h WI5/B"x72'AB.,7YP 4' 3 O ff —i -k5S VERT.,EA PIER SOLID BLKG @ POSTS REMAN,EXACT LOCA710 & 'f•. •.I.: §�4�`' .f.: STRAPPING @ 16'O.0 a W.C.SHINGLES..6'T.W. DEPTH" BE V.I.F. 2,-0. 4'-6}1• 3,-9• o U' .�' NEW 10Td CONIC,PIER ON MILDEW RESISTANT PAINT DRAWN BY: 24704 XID'CONC.FTG W/ POS/SK 3-#45 EA WAY H ANCHOR NCHO R.5 MPm" PROJECT#: A35.ONE PER W.C.SHINGLE FASCIA ON 'CDX PLYWD RAFTER - SPACED FROM WALL SHEATHING W/IM PT I ISPACERS.P11GN BOSOM W/OVERHANG @ WOE:GENERAL CONTRACTOR TO VERIFY B.O.BMW 12)2X4 TOP RATE t EAST AND WEST WALLS.MITER SHINGLES AT DRAWING NO.: FTG PRIOR TO EXCAVATION TO ASSURE EXISTG FTG OR COMERS TON ARE NOT UNDERMINED BY NEW CONSTRUCTION i I I NEW EXTERIOR WALL 3 a BUILDING SECTION THROUGH ADDITION DETAIL SECTION THRU ROOF SCREEN @ NEW w FASCIA , O 2 SCALE: I 1/2"' = I'-0' L� I I STAMP: • EXNSTG COL.BELOW TO REMAIN B:q GENERAL NOTES: �E°^•oA \ SUPPORT DECK FRAA9NG AT E#STG •CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE&COORDINATE W/ARCHITECTS&OWNER PRIOR TO CONSTRUCTION. � \ FRAMING,NOTIFY ARCHITECT OF LINE OF E%IETIIOR WALL BELOW :CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS&PROPERLY TRANSFERRED TO FOUNDATION. I IjI I iv PROPOSED PLANTING \ EX51MG CONDITIONS TO CONFIRM „El b •ALL LUMBER USED SHALL BE SPF NO,2 WITH MIN.E=1 AE6 AREA IIII r _ I \\ ADEQUACY OF Ek15TG FRAMINGa MI.7709 S -ALL DECK AND FLOOR FRAMING SHALL BE P.T. I— �-- LINE OF ROOF FRAME OVERHANG "cue ' -ALL FOOTINGS TO BEAR ON COMPACTED FILI.4'-0'MIN.BELOW GRADE. — EXABTING POST& - FOOIVJG.V.I.F. _] III► 0 j I c EXISTING DECK L J L BEAM.V.I,F. \ O 0 o P11GN IIII —I(3)2�.P.T. I— I I a P I z ti p L J I J DOUBLE Q z I II I J� Q� I I I I I DEL Q i.O.RAMP I I OO Q SECURE 2M P.T.PLATE 3 TO I .E� 5-5 T.O.BM AS REO.TO N I1' T.O.OF NEW JSTS TO EXl58NYi •- V I IIY ..,i 11 I MATCH E)VG JSIS NEW I—ING CIN EXISTG F G FOUNDATION j POOL SIDE OF BUI DI B NA 8'O.C..STAGGERED PATT RI I f f —I o z p U o L w IIII I � III Q I Q O w II IIIII I II� �Ij I c 0Lu 0 o IIII 0 Q IIII h a��jl uu U Q I IIII IIII DOUBLE I 0 Z co a: I' Lu z _ B.o. N Q N (3)218,P.1. _ r ROOF FRAMING SHOWN 6 PSSUMED O EXISTG CONDITIONS.GENERAL I O I CONTRACTOR TO NOTIFY LJ L J L _ 6E)PPW�NC NEER Nh EN SR UC QE Of � I �Ijl �Ijl � IIIIII �� o Hill b p TITLE: LINE OF FG CORNICE I W'E OF ROOF FRAME OVERHANG STRUCTURAL PLANS I I Er I I I I e J i1 I LINE OF EXTERIOR WALL BELOW � j Irll I / S I III IIIII o DATE ISSUED: 10/10/2018 RE § I I IIIII I,II D SSIRAMP,RATED PTN 2/7/19 E)$TG — DECK N IN MR AREA TO REMAIN.G.C.TO I IIII N011FVMCHRECT OF CONDITION rQ p 4' � � I I IIII I I - EXISTG ca.OELOW To REMAIN DRAWN BY: TW/SK PROJECT#: DRAWING NO,: �1PROPOSED FOUNDATION 8 FLOOR FRAI"IING PLAN 2 LE:I/2 PROPOSED ROOF FRAMING PLAN I SCALE:I/2" = P—O" SCA ' = I —O W A4 , 0 L d STAMP: TOILET ACCESSORY SCHEDULE 3 F, DESCRIPTION MODEL# $ i N...77S99I , OTOILET PAPER DISPENSER BOBRICK&4288 r ~ O 3092'EUEORC IAMICR SERENRY30-M42-H. OGRABBMS BOBRICK 13�6806(421 DO HAND DRYER DYSON ARBLADE V c OSUPP DI I SBM BOBRICK B-2111 t11 m n n OF IWOMESANITARY NLY)PKIN DISPOSAL BOBMCK 8-270 (WOMENS ONLY) qS O CON N00K BOBMCN B-0827 U z HO P.I.DEPE➢iSERIWASIERECEPTACLE BOBRICK Z Lu „ O CNIJrCaNG STA1gN KOALA,K820CI5 LA.5 9 o •ALL RESIROOM ACCESSORIES TO BE APPROVED BY OWNER, R Z •INSTALLATION OF ALL TOILET ACCESSORIES SHALL COMPLY WITH GUIDELINES SET FORTH BY THE AMERICANS WIRM DISAEALMES ACT. Z U •FASTEN SECURELY WITH CONCEALED FASLENERS AS PER MFG. RECOMMENDATIONS,INSTALL SOLID WOOD BLOCKING AS REOD. �Z�Zj Ei •TWO NEW RESTROOMS AND TWO EXISTING RESTROOMS TO RECEIVE NEW y�2 EXHAUST VENTILATION,SYSTEM T.B.D. O U •EXLSTG RESTROOMS To RECEIVE NEW FLOOR,WALL&CEIAG FINISHES TO m Q `c MATCH FINSHES OF NEW RESIROOMS. ,■� :E� �B `a> I ' i GWB CENNG GWB CEMNG GWB CEILING PAINTED PAINTED PAINIED —1x4 WO TRIM,IYP. it!i NBRROR C'#. 30t ELECTRIC MIRR 42' OR 26''- Q . 1• © C PAINTED GWH PAMEDGWB '��r _ E. 2X2 PVC SILL IVI.L.OSE B &Ix4FVCAPRON Q J 211 ANDERSEN 400 SERIES A21 STORM WATCH FIXED WINDOW,IYP.OF 12). T w UNITTO HAVE A REMOVABLE OBSCURE3'-6 1'1P 6' 9•-6" :9 � f— GL PANEL ON INTERIOR FOR PRIVACY. _ j N S H Q O LJU AlIEiBJ TO BE SELECTED BY g R R ': _ uj j-.6-AZEK PVCVGROOVE N ARCHITECT D m M Ci 2 15Q BOARD O Tl all O �=b= O '4 co z 3'-0'rb'8'7HERM4IRU FIBERGLASS 3 SMOOTH-STAR LU H PANEL STYLE NO. O ~ C Q N -,IVTYP.OF(2) y F A ro F a, �:s. N Q W z b Lu Y — - - } 333 Uo qCK%ATE,S.B.,1Px34' MQ � m TT z Ix6 PVC BASE.TYP. O - O CERAMIC TILE FLOOR O ADA FLOOR MOUNTED TOILET Ouj - LR i, O Q N 3 NONEN RESTROON ELEVATIONS I ' I I` SCALE:1/2' = 1'-0 N g 'S H ' Off-STRI GWB CEILING GWB CHUNG GM CEILING PAINTED PALMED PAIINI® EL-0' (pj i TITLE: J 'r ENLARGED T> RESTROOMS AIDERSE 400 SERIES A21 STORM :"' 9 PLAN &INTERIOR 2K2 PVC SILL W/BUILNOSE WATCH FI D WINDOW,M.OF(2). PAINTEDGWe pyPf1ED GW8 B j ELEVATIONS &1x4 PVC APRON UNIT TO WE A REMOVABLE OBSCURE - E I$T GL P W WD.FRAME-INIFRIOIM x FOR PRN .PATTERN TO BE �/ E WOMEN'S SELECTED By. ARCHRECI n4 MPROR _ - 1'� 3'L' n 3'6• 6• nO O m m DATE ISSUED: Q 10/10/2018 g �� REMSIONS: o \O/ 0 2 G DRS,RAMP,RATED PTN 2/7/19 b � $ N 3 A w 11 V b $ z lx'rb'AZEK PVC BEADED BOARD 1I Im PVC BASE. g j T- . ICKPRATE.SS.,ID'x34' rj 6 1x6"'CBvsE.Ty'.O DRAWN BY: 1WS/SK O O M01IN GIFT O CERANBC TILE FLOOR PROJECT#: $�$ A NEN RESTROON ELEVATIONS RE5TROOMS FLOOR PLAN DRAWING NO.: SCALE:I/2' = I'—O' SCALE: /2' = I'—O' A5 . 0 Lms 1 STAMP: r OF NEW gECKING EL-O% .. �. ELEV. MAR RELATIVE EL K TOP OF FINISHED DECK .,� .,. P OF F R5T I STEP .... .,... ...._. .. I 7 STEP MAX, INSTALL EX15TING KIDDIE j: CRUSHE .. _.CONTRTING COLOR BD. POOL TO REMAIN i STONEDD�/�/ - - AT LEADINGAS EDGE, TYP. ',\ r $m 66 0 EXISTG 4X4 POSTTING 7°STEP U ROOF OVE H ... 1 .. .ROOF R ANG I.... -. ..., l y° Z .. ...MAX ` _ _ O E. DECK N LL �. ...... LINE OF EXSITG I. NEW DECKING U ... n .RQOF I Z E ____ ... o TO 7 F E �il ... ,HEpE� .. OVERHANG ABV rq. a z0 . _........___._ .. .. ..... ._. ._ _... _ : _.. FDECKING' EL 0 k� TOP.:OF / S EL=.)1" ... I 0 C w WOOD FLOOR Q .�., a u OMEN'S C N1- ESTROOM I .. \ t L) i EL--B �B TG / I:_.'4�_�- TOP%OF NEW DEG 2' 7'STAINLESS - , + 5TE WORK TABLE -a- MEN' --- Q 3� PLR EL•0 `+ 0 - ' EL--6 TOP OF°EXT'C D+ z uP ® H KITCHEN NEW •MEN S HC I O X H� O I ESTROOM J ..TR oEGc DOWN 2 EQ. W RISERS I + w ao o EXISTG.GAS METER/ �'r O L U w C G f~ GAS PIPING TO i, ROOFTOP UNIT AND L✓ F— CC p i <� �>- KITCHEN EQUIPMENT D o I I N LL EXIS TO BE REMAIN O w m Z WOMEN'S - DECORATIVE Ly F-- C Q SCREEN W/ �, z REMOVABLE PANEL � I--. Q LJJ z m I Pux NEW DECKING m LU Q = U co el•"lye - TO MATCH POOL yX Lv N O Q REFRIC-ERATION _ I DECKING Q 0 / LARGE COMMERCIAL - D c N + i REFRIGERATORS Lu Z CL CE EXISTG WD Xi �C lI HLN T� — _ NEW P.T.6.6 a. MATCH POOL AREA. - RETAINING WALL rr ' Di ':/ - -- SUPPORTING ROOF / -r / •r; OVERHANG EXISTG P.T.bxb RETAINING WALL TITLE: OUTLINE OF MANSARD ROOF ABOVE PROPOSED NEW ACCESSIBLE RESTROOMS ADDITION EX. RAMP UP DATE ISSUED: 06/08/2018 _ up H- • ' aESTrti+s r ' (1) -__ t � REVISIONS: •I F� OUTSIDE EMR of: V A. f ,, •; I III "�- \ r�!� I' .. [f. "i P EX,RAMP UP S + I r t JJ f ! r H� 1 RE9TAUR/WT � It - {per af/lrr „ ';+lr /r ry./ • 1 _ ______ PLA EX' I� ( ~ L n E.aEsra6ohs a, '^�•= JQr \� pwxmcDEu DE�x,:eeo sF/ - c._, r-- �� /jJ - DRAWN BY: TWS/SW L EXISTING LAWN {l� .� / _ P \ \ ' •� �, EXISTING -�'f•' EX.PLAN PROJECT#: .. WALKWAY 1y e��` BED ' t DRAWING NO.: 3 y,� � E%ISTING BIT,CONC.SIDEWALK— Alapt OCEAx STREET ,//^�\ �PROPOSED FLOOR PLAN �- �OTEL PLAZA AREA AREA SCALED/4°=I'-O° $' SCALE. 1" 20�' ai L 't . STAMP: 11. I , cr Q 53 U EQUIPMENT SCREEN, NEW P.T. w FRAMING WITH 1.4 TRIM BOARDS SPACED V APART, PAINTED Q PVC CORNICE TRIM, SIMILAR TO CD Z CORNICE AT HOTEL ENTRY, z SPECTI5 OR EQUAL, PAINTED U < EXISTING OVERHANG BEYOND W/ PRE DIPPED W.C.SHINGLES, EXISTING OVERHANG BEYOND W/ NEW SIDING AND CORNICE TRIM 5°T.W.,COLOR TO MATCH NEW SIDING AND CORNICE TRIM 2� SCUPPERS TO ALLOW FOR DRAINAGE EXISTG ON HOTEL Q U '- SCUPPERS TO ALLOW FOR DRAINAGE c c EXISTG TENSILE FABRIC NEW Izb PVC TRIM, PAINTED m COVER 4 FRAME BEYOND �B € NEW Ixb PVC TRIM, PAINTED NEW HOPPER WINDOWS AT RESTROOI'15 �B g PRE DIPPED W.C.SHINGLES, W/Ix4 PVC TRIM, PAINTED 5'T.W., COLOR TO MATCH EXISTG ON HOTEL WOVEN SHINGLES AT ALL CORNERS NEW FIBERGLA55 DOOR, FLUSH, PAINTED NEW FIBERGLA55 DOOR, FLUSH, W/1.4 PVC TRIM, PAINTED EXISTING P05T BOXED W/ G PVC TRIM, PAINTED AS METER/PIPING SCREEN, NEW P.T.FRAMING WITH Ix4 EXISTING POST BOXED W/ TRIM BOARDS SPACED V _ PVC TRIM, PAINTED z APART, STAINED O EXISTING FLUSH DOORS, TIMBER RETNEW 6xb P.T.LANDSCAPE PAINTED AINING WALLS F=j0 W L LINE OF NEW WALKWAY OW TOP OF W FL NEW NC T� TA LANDSCAPE TIMBER LY CALL Q NEW RESTROOM EXISTING EXISTING c~n G WALKWAY ADDITION RESTROn EXISTING KITCHEN RESTAURANT EXISTG RESTROOM AND RESTAURANT BEYOND NEW NC REST ROOM ADDITION O W O C�f � 0o Z c < z PROPOSED NEST ELEVATION - POOL SIDE PROPOSED NORTH ELEVATION - RIGHT SIDE z vLu �j Z SCALE:I/4"=I'-O" SCALE:I/4"=I'-0° W Q C cn O < 0 Z cr LLJ z cn O } N CI_ _ O FX15TG TENSILE FABRIC COVER 4 FRAME BEYOND TITLE. EQUIPMENT SCREEN, NEW P.T. FRAMING WITH 1.4 TRIM BOARDS SPACED I°APART, PAINTED PVC CORNICE TRIM, 19°H x 16' PROPOSED PROJ.,SIMILAR TO CORNICE AT HOTEL ENTRY, 5PECT15 OR EQUAL ELEVATIONS PRE DIPPED W.C.SHINGLES, 5'T.W., COLOR TO MATCH EX15TG ON HOTEL EXISTING RESTROOM DOOR, PAINTED CWOVEN ORNERS 14INGLES AT ALL DATE ISSUED: GAS METER/PIPING SCREEN, 06/08/2018 NEW P.T.FRAMING WITH Ix4 TRIM BOARDS SPACED I' REVISIONS: APART, STAINED WHITE EXISTING RAMP 4 RAILING it Q I -0A �t s4 4N."'t f�.•9�ae e��.rt mftf9v' •'+"t o ¢'!�, DRAWN BY: TWS/SW PROJECT#: �gg NEW HC DRAWING NO.: EXISTG RESTROOM ¢ EXISTG RESTAURANT AND KITCHEN RESTROOM ADDITION 3g 3jli$ g PROPOSED EAST ELEVATION STREET SIDE A.I . 1 e' SCALE:1/4".I'-O" f.� N£ I L 1 1.7 2 3 4 5 6 7 1 0 a� s 8.7 9 9.2 9.8 10 10. 11 12 12.1 13 9.8° 4-4° 13-0' 1310' 13'4r 1T-0" 1T-0'- 13'-01 •8'-8" 4'-4° 2-7' 8'-5' A,'. B'-8° 11'•11° 14'•8° 1 3' �� 9'-2- 91 13'•1° 9.2' 8'7 ---1T 1Ir 92' .. 17"10, 82° 1T1T T-10"1` 3' 3- 4'-T 4'Y 6'•T - _ � S'-9' 11'•T 8'-4' 4'•9' � `/.--�' ----- -- FOR TYPICAL JUII - -- 5 3' I I - REFER TO 2/A1.01 I I DN I STAIRS i BALCONY DETAILS as RAt°iP - I A4.09 .08 w ^ G G Iml � - - - 'gam �_ - - - - ---- ---' -) -- _=-_- -=-- -_ - - --- --- --- .. It w... IL-ii--'. 1iPORCH 3 - -- 12 PARKING ~ :PARKING. I PARKING _ 17A 73C REFER TO ELEVA IONS FOR ,2 `Q _ to LINE OF 2ND 2 I DIMENSIONS OF AILING SYSTEM 12 �� 12 ! ` 12 1 OB ACC. BL I I LINEN ELECTRIC F 3 FBA'WALLS 11 DBL.QUEEN. QUEEN DBL QUEEN DBL UEEN I DBL. UEEN I; -DBL QUEEN I DBL QUEEN j -- 77 1 ABOVE 7019 1017 1015 _ 1013 f011 ,009 1007 I d 138 _- 1/A2.04 ,/A2.08 i/A2.04 ,/Az.04 I 1/A2.04 1/A2.04 E A2.04. UP gI STAIR1 $ i RAMP RAMP 3 1 S1.1 17 - F DN i F1 F, '10 1' .1 SIM. .18 I I I 13BIN SPACE BETWEEN - - -- STUD WALLS-PROVICE ,1 TUD 9B 11 WATER STAIRS 2'RIGID INSULATION $ IImo�,, - I 1EA5.03\ ELEV. 11 i� W/fAPED JOINTS, 2� L3 -� gg �= \ LOBBY ELEVATOR 13 VEsnBULE I- \\ `�' fFE�+ -- b _ - ..I .O, ON ' F.E. /�'`{ MACHINE 11A �J \\/ v NO INSULATION AT 13A - O 12A 7 INNER STUD WALL ❑0 �- • - L 13A - - I' 90 ,$ \ 1 100 - 90 3B CDR OR 38 I ,y CORRIDOR I F.E. ti ,9 98 9B - gg -- VENDING ® � PATIO IM. ,a L0 28v GUEST -- .01 UP I _ LAUNDRY - I � LA 38 4- STAIR sroR. - S2•, IPtt _ 1 • 70 �, to DBL QUEEN DBL QUEEN �, DBL.QUEEN -.DBL QUEEN .,-If i DBL.QUEEN _ DBL QUEEN 1_. DBL.QUEEN MEETING (�''_ �'� ,g - LINEOF 2ND FLR: 12 WALLS ABOVE m i/A5.02 1018 - 1018 1014 ,012 1010 ,GOB I 1006 O ; ,^-'•�. (/'''- 0 1/A2.04 1/A2.oa 12 ,/A2.04 1 1/A2.04 12 1/Az.04 1/A2.04 72 ,/A2.oa ; ( 9liSw.04 z I�Li a !, 3 -G - G MG 'a i �� �* ,\-\ -- - A4.18 18 ,11 .0 :03 O f1 Ft ,� O O O7'-2 Yg '. - 8 8'-8. a'.25�8° Y-gt3 2'3y2 �n ,1Td' 1T-10' B'-7 17-10" B'-2' iT-10" 8'•7 9; 10" 9-2' 13'•9' 6 ,T-5- 15T-0" 27.95/16' '3 N PROPERTY LINE 9 RE DER TO 2/A1.01 F( TYPICAL JULIET B% CONY DETAILS PLAN NORTH 1 FIRST FLOOR PLAN r , 1/8°=1'-0° 1 1 _ t BAXTER NYE 4 ENGINEERING& SURVEYING �0 a Registered Professional Enginaers and Land Surveyors 7 North Street-3rd Floar Hy Hyonnis,Massachusetts 02601 � (z; —I f " Phone-(508)771-7502 ' Fax- (508)771-7622 v L , � I� I www.baxter-nye.com I STAMP STAMP � SB rW91 aIW, i ()f TIED 3 — Y STREET �� - - _ - CONSULTANT "rza tf IIIII'—' 18L YA>D OY AWE —� %Oc_D.e31[k FAQ 0 W ,B\1 1, { $LP TEDI 5!$Blt 6> E-- �5j CONSULTANT �G _ Jr.83 r 'S rE66Fc. a It -,� \9\1 tzO - _.`�- - R''/'�S l l _ _ ' °y'�D _ --->✓ l '.°°` _ 1®;9 1►e 1t _ t 1 . ----- 1 11 yl.. � PREPARED FOR: c2 3 B., I I Narborview Hotel investors LLC Im 1 '`, i]a60 te7.1 a - ���, 3 - 1 L TEC CONTIi a WNAe m a PER Na.prAIiBERS - j as No UNIIS.a3 w1ptYEDIATE UNITS): 1.,` \ zs'InDErs1Sa:.znsy'mpppEEE - - TOP 4 AY 5:3:- I' !1'\\�y(� \[� BOT CHAMffR_a.30 I ,lam/\ I 1 1 NIN FiN. 5,ea3D.GT_&S1(BEFa�R6-PiMEYEN yI (s si DN mP a enlll Iz'ARouNo} o \I \ cN a"Ey W Ir O=p to In cc yIse yy� II OFT' sl I O � f� IT. Ie 1 E SHEET TITLE O w UITE T— —lid :�}-- -- ,0.3 --/�D.R _ Grading and Drainage Plan O// TAM FACtl11Y r.D / CULTS CON Cs IW 5'] < In \ \ n h // - 6-g/LIEC RECNMCpt I5a I I T 5 Ra 6 WAMBERS PER SHEET NO $ I 'A6 \ \I� .G 'C --� WAYBERS(l RON.9 CNAYBERR f D S AR D M C5.1 G DA T E:08 03 2012 - 20 0 20 40 SOALE'IN FEET SCALE: 1 AW NID EGIGN BY:5DY DN I, NED BY:YNE a011-Dw FILE: awll-o05-W R_R6 BAXTER NYE P� z ENGINEERING& i SURVEYING // i Registered Professional Engineers and Land Surmyors 78 North Street-3rd Floor 17 p Hyannis.Massachusetts 02601 a Foxne (508)771-7622 "oe IIIIIIIN. axter-nye.com w STAMP STAMP mm '.`qC v /61. BAN T3e�.�Ca—.- tv` r9:C 6 �( e`✓I I @ I CONSULTANT _ G i�J- ,,'N z 6 1 e�— N so 1lo'cval B s rI 1 G sa a z s Y• J ^ j e 93z„ urs�ELne-s FO°R A i s z9 I "5 G °- eo W W Ge•l. -y-,r�\ .'n-e soacss nNo uSi�P• +' \ t T¢o) agmr au aao a.s ar 7�. i 1 CONSULTANT y?� rw - f ii na •z3 \\1 1 1 1;fl\ 1'l..l 1\ �. ,,6 s � - �'�' IIII a I I® i IIII 1 ----- 11\ I r'� � ✓ a IIII 1\ PREPAR.ED FOR: 6YYtto2 /rziD 9e ///E c F\g 11 ti ?z D za\ ,. �i i,' N i J 11 I{IFF — c,Ia Narborview Hotel Investors LLC �. j II7II •s.s� _ ,891 fw< LT I Y I I 1 i \ — 1 a R wa a PERRaw CN'AYBD6: _ —G I� •' P. 3z Z�cND Wnrs Z2 INTERMEWAfE uNIFiJ I I. 9a'WIDE-R-9Y XlfSaS'MOE I I I_ I TOP 'I>NBER S'N 'I�\' I I� ( \ \ CA i \ MIN.RV. 59ti MT-65+(BffWfrPAVpJ I I I Q (e snw oN ttooy�a eTi11.tT+ARouNo)"— .4 a z.3.Boo rn-/ats-��" \ 14 y cc PI z - U, c g \IS 11 F(' I C 1 e lad 1', 1 \ o I I I I N z 4 - 1 arse SHEET TITLE Grading and Drainage . 5.9 'S.9 I Plan \ IT'S 1 'I• �i REFAOLI iSwM FACILITY PC �. �—IIEZ aW ACIaR 1pD '3 5,'! r'. 1 \ [ d' _ a-I]IL1EL OIMa;R Ism Rs(s Ro s O—Ims PER - A6 1 O yw 1+�: G1 p - p14M8ER5(+ROw.S CNANBERe '� �� +0 9TARtpt D uNIM 20 SHEET N O C5.1 $% DATE:OB 03/2072 E 20 0 20 40 , [ SCALE IN FEET SCALE: 7•e ' �iyf � DRAW NID E9IGN pY:SI DN ELRED RY:119E ga roe NO: mI.-m CADD FILE: zpel t-aas-m. �3 s ■ �-FEForI s�iuuuiuiiiui Y Y Y A Air; uge na GY YAG O r u3A as I ruoYI I Ian 1 I. I I C ui ac^I+ ,• ■ see- '• • 9JA�im Alp 3'A A3a 1tA � I I rl i ll(tl 11W11 IOf r �i r i WH Hnllll Ildt n xi ' .1.,.� .JI imnunummmo I!'.I .4 .9alY as°I �G�OJ�avfGi iii iail I_G OYi�iuG) tin auel- "` .- • - °� <<.-il� Lr,IR�I'll IlIp.IIII II IfIIf �nn�-�n11 IIAI BI; nuunnuuvumn � iomn unI!!unuu¢a L [[[JJJ� •.-,�, 1 IF ''�__1�` � - -- -- - ;: s bra +� � a �}i �.•"^'•� _,� a I��e' - J-�,. `�{ (Y.: q., X �� �.1 wi�o-..aYOGe. A76 •aa uY eaG OYa va6 caa na � �. � �` Y � �<. � . ;.w. ,,.. ._ :.,, ■, r py36'A3z: gg6 a � na 3.A Aug uAE uu am .� w.� k. Y .. A ..., a (: aa.Yaa ( na na i•,tl: ..� ��� 4�j�.'ti�1�.� � f � vim;, �. �. ,,,,"7, !� �..y.�. . r� 4 # ....�. _• -..�"'�. 'Y .�.}"yxr:ti .-„^ i �{ �(�a �:"r�I;� r�S '�.i,�."ii+.Y ...C.. 0 l l mlrrmr nIn1i1!m1m11.fl� ll _4 I�llll lIr�rm ,.\-:':'1..�..,�- .�.,,,�F :c 't R :� "1 �r 'A�.•.i , � �= �� .tp_• Asa. �+. �.�. ,�� .+-3•,. �_'+ ,.t«�:✓. iF �'-�y��.e.�,,. „��r,; �.. � 9� r�r ..�, =,...w�neii7�Si''� �' '�.�a/� �' 'S.;,�a ��1 s- }�i-:,� ',. p.�,v'�`�' �'t �.: Asa,• �1sG.,.-,, ,` .. .. } � ... -..« ....-_ —_ ,~ '�,�� # '. . V ..,E^k .' Y + r� ♦ ) ��� I � r... Y4. V mm�- Mi a l. *yy i aa��l -� Ye iS32`: I lu�a s$.i.°dkiid'�,ll,i Ij -�� n- nal H��� Iw�� St ;Ti Ili" �i. , ..� .., llln'� I'li'i=; i j i�.. l ill I[ I I ! .�f �``� II I( .1Mirj� ~ i� ilF : a.l., �sr I�:i iA j+s ll:i`'jA a7tl I'i1'_� ♦ Ise, 't ! .:'7a... ,_ _ . I�, _ nr� Intl �e,:�r'��+Ck=Y.+ `R,, y, f"..�, 'r•+._7Y,�. • a ,,M.J «�i —. �a �•�t tlkl � i...¢...- ;E'gE J (L„ IihRi'liil E,I �.,i _ ilih?r11 'uFi �• rin.11 ILi�IG�,�iI� �sl u1.,. 1:.,:1LI,. ., `;�� ._ .� -� ,,. c$i.2 �`": "' `. :� `+r;.1K` ��:+. • ,`�'�-.'• .+aa �Y .7c��a• .ai. ,fir»�.. . MA a...alWIN, am.e_ .:,.. . , :.. — T] ', xry ... 1.^2'LK4j�': — I� ue" '� I��I �tl���_^ II U.II .+ II++Il I�� -',. - t:as C e I. z,. .f, ,.i t �! I3CIE' ,� .�c d.,,tVl idlat1 �.� d Itetiil al iJ1i 01�� c II.:,.,.I,,,1 f11 II..,�� 1 1..,.a�l,..,,:1II: II ICE �},..E�.,: -. � .`.1 A� �{ ��;1. r�. ,�r ,+R ys c,a' j ,l ,i � ;. iM' �r �a• � '�. � _ �_ _ �_ �'�1�r.{, * y. * y -.« ly ii .Yn d3i1 „ �' pp.Id�I �s3�'d; ME _ �� � p 1 a I a'1 i .. ' U1 n�J+ II#azl ors II� _ • f Flnl YL _ p .^ .. cy-� -a;o isi Sr �.i� %�7 ,. 1iJJ i � - ,.'1 nl,a,- _,.,.i i7;!`�' c'`itc�; ," ii ,.i ^ a. Zia ' i rs` Fx I I�I:1711"1Hl IR5.11 �'__ rI I 1 I tltaiul; �'�. �illll��,lll�Ilrrl � i I !r.I„�II111 .I L: II ai l r I) 4 r r • � sa s r< mono mm.mm wd tGtiNwuuwhuidluhullWl(ID1Wuimmu,7wP,wiluwmWm(nii1,.IG, Imo` L,�, It�'L�i413.e A�1� � 5.�r�R jw.8�,i�t��►S.R�..r�l— +tV.. .r 1.-'v �..., • _,...., ..,, -- ,.- � Y ... ., �, •.�.f� ,r� � }t .ate. 'aril'��>Wtt�43e: �+1,.t�:3a.."li: ��tt. 'ak�Y:v u4�Sr.,.�. ... . �... ;- Z.,,r.. • - -�4�:'1 iv"«} i-. . w• �.-_.... .... :�.k, t). - ati p C,. s..;T� , t_, �3,.,G*,�s���� .. : � �.,�..-. ... tk�61„m+..m:..>r..n, {� �. ,t.... .1 1 .;:4 ... ....:�,.'i,'� •,y. 1t ♦ .: � }:`.✓r.?R *?x C-Kit t^ ,._ �L{ -a+4�'. r'„. � ,�.av ���.. I #�,�.r. 'i•'.0 a-1 t .,,;,�. •� ,r.l -y«..• �s�m ,. _ _ «.-' s" -+ .: '. « �.. s. ,�Y' _�.- ...r,J. J*'� -' .."# rs` �I4:, { ,1 c -�Y�L wit. 2C�s :f: '. •ti'1 �-� a{...r r�». .. l i.- � .�..lyy.;�'.u.- jt ;4'�'. � -..v, w e., : +� ., •� \le`.�• �l "�"J• 'Z." _ tT i �14 - -... t. ., t:ii '4' r -• �.: ,'� .. �. •Jr Jn� r � r.. ay a✓ i` sT W'k Aa �a iY.« 'S • i• t � ♦{'-C i '�';, .H ..: �`' ., a ";s - `.tr '�"`�..'i 1�r"t A< � +� .f U 1 ' v CA �.�:�ll�,�?1 VIIJI��fJf1�1 II��I�IIJIi�J�!1�111�9I � �:•.�-- Pau .tsa Yl 2# Irs«"®t Ytu 1 11. .r a.w a n — MI, I°`u, F 'I N!�.,i nu )uw , �I I"I r�ll?III �nxn,IL•Lf I� F`� Li 1;d�h'1 •s'' '' iYf Yie .r� ••:- •� nl FARE:c`r'. t-r. a a � ', •�`I �— F 1ttlii��'qr rpli iia'i ,..• iilia rnG R 'pi sriil. �_ ==y uili iix,i; tl 6:i.." '�.a.. 3'-i'WBii m� �4'{- _.,r' v.,:�, � e.• �.x.- ..1 �� .>_��I�,1 � �I;���;r�t,4 � � �•, —. I`fitYY��„tl I+uu aau _ I:LLJ(aJ-II a„I(a�,r: — — is n I�kaIIII,r:,;ll ra ,� '.�� j K�itx' '_'— *� -I1■ail �. �( � o. � �.I� __. � I.H'...- !� �._...14...,...x � '�. I�il!!iiiil A, 1'1• •.- .�, "r^` f "� � y �' - Y� +k et,. Y�^.... �;llt .T� �, �. .• «sna �'�,...�• er_+•tt. "' sII dt�.l fs.s..a7�y,t ,.�.+t Yli.-r,r �A.. "♦ Ifs. r, tom„ _ _..�,.. .., �... 1a i WE-, .a aan �. rsls s,l, ..,9� ,� rr wj w »... . is '4+ as i ,-rn a. 4. ,,a . k • aaa aaa .• .+ - r. ..a 4 � ` 'at ,• ',,,,,. ,•,.• `..._ :. . r "SR a.l,r aac a a * tr Iz tY itti �'1.� ��, ¢a ,�� ��oul IL_ Y «. �a,(� .. �. � ,� ad ItH :uu ax .._.. tt n.�„ t 'Syt�t��+2�� ` T.:i .- •.. - �. Ar� s .,,,/i-� '.>r, .Y ..� .. LL.� I ,. •t,..us � :...- Iti+ae.i'i ...... 8e..-.. � I .. .I I, , . �_ 1 - - .-t _. �, _�. s.:'-• ,.., � •,-.. i ,I- -._I�I 1 � I�_ _7�� � __ I1.�r ...�� ?.. Nij A111i�CIIPI alltl�7� -_ (NIIfII1WN IiNp a1 � III,'Fi171 - •c :S'r,. ti . '}}. 465 a "4' _ � .�` ray ♦.x=et �s tag(da'x a ,i< ULM ..,,�IIaa. ._ya s aa. _.....`-' a aaatatty n ■n lxI -�l Ga - - uw, aAF alI Li» 1 � �_I►t- _ 1 roll o 111II (t� _._... a,i .I( ,Ilt ' �ir�Irll I�nillllllla,I � � Fn..I 1) Jtnlltl _�� �IIi.tL�l��[i�Ilia��u:ll�_� � ��c�1i tt y Q zw ui y`. 1 C Y EL GENERAL -o GENERAL CAST-IN-PLACE-CONCRETE STRUCTURAL STEELf V n s? - p LIGHT GAGE STEEL FRAMING p � 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL 1. ALL WORK SHALL CONFORM TO'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' 1. STRUCTURAL STEEL WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE 2009 INTERNATIONAL - 7 p CODES,INCLUDING BUT NOT LIMITED TO: (ACI 318-OB)AND'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'(ACI 301) BUILDING CODE.-.4 1. ALL STEEL STUDS,JOISTS,AND ACCESSORIES SHALL BE MADE OF THE TYPE,SIZE,GAGE,AND p `� SPACING SHOWN ON THE DRAWINGS. ALL LIGHT GAGE STEEL FRAMING SHALL BE F Zd MA BUILDING CODE 8TH EDITION(2009 INTERNATIONAL BUILDING CODE W/MA AMENDMENTS) 2. INTERIOR SLABS ON GRADE TO BE OF THICKNESS SHOWN ON DRAWINGS WITH SECONDARY 2. 'STRUCTURAL STEEL WORK SHALL CONFORM TO-SPECIFICATIONS FOR DESIGN,FABRICATION, MANUFACTURED BY MARINOWARE,DEITRICH,OR APPROVED EQUAL. ANSI/ASCE 7-05'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' CONCRETE FIBER REINFORCING.DOSAGE TO BE AS RECOMMENDED BY THE MANUFACTURER: AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS(AISC CURRENT EDITION)',"CODE OF 0 Z.) ACI 318-08'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' STANDARD PRACTICE FOR STEEL BUILDINGS(AISC CURRENT EDITION)',AND'STRUCTURAL 2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND ¢ c AC1301-08"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' 3. PROVIDE A 10-MI L POLYETHYLENE MOISTURE VAPOR RETARDER DIRECTLY BELOW ALL INTERIOR WELDING CODE(AWS D1.1-04)'. STEEL INSTITUTE(AISI)'NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED AISC STEEL CONSTRUCTION MANUAL,8TH EDITION SLABS ON GRADE,UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS.OVERLAP SEAMS x STEEL STRUCTURAL MEMBERS',S100-07.C. AISI COLD FORMED STEEL DESIGN MANUAL,2008 A MINIMUM WAND TAPE AS REQUIRED TO MAINTAIN POSITION. 3. STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING: O cl a A ROLLED SHARES AND PLATES-ASTM A36(EXCEPT AS NOTED BELOW) 3. ALL STUDS,J015T9 AND ACCESSORIES SHALL BE MANUFACTURED PER ASTM C955.ALL STUDS, " ANY DISCREPANCIES BETWEEN THE ABOVE LISTED CODES AND THE CONSTRUCTION 4. ALL FOOTINGS ARE TO REST ON UNDISTURBED SOIL OR CLEAN GRANULAR FILL COMPACTED IN B. WIDE FLANGE SHAPES-ASTM A992,50 KSI JOISTS AND ACCESSORIES SHALL BE GALVANIZED TO HAVE A MINIMUM G-60 COATING IN DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION LAYERS OF 1Y OR LESS TO 95%COMPACTION. .. C. STRUCTURAL TUBES-ASTM A500,GRADE B CONFORMANCE WITH ASTM C955. STUDS,JOISTS AND ACCESSORIES,16 GAGE OR HEAVIER ' BEFORE PROCEEDING WITH AFFECTED WORK. :D. ANCHOR RODS-ASTM F1554 GRADE 36(HEADED BOLTS) SHALL BE FORMED FROM SHEET STEEL CONFORMING TO ASTM A653,FY=50 KSI.THOSE 18 GAGE 6. MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS: OR LIGHTER SHALL BE FORMED OF SHEET STEEL CONFORMING TO ASTM A653,FY-33 KSI. 2. ALL WORK SHALL BE PERFORMED BY PERSONS QUALIFIED IN THEIR TRADE AND LICENSED TO CONCRETE CAST AGAINST EARTH:3 INCHES 4. ALL BOLTED CONNECTIONS SHALL USE NEW BOLTS.SLIP-CRITICAL BOLTS ARE PROHIBITED FROM REFER TO MARINOWARE TECHNICAL PUBLICATION'STUD-RITE LIGHTWEIGHT STEEL FRAMING PRACTICE SUCH TRADE IN THE STATE IN WHICH THE PROJECT IS LOCATED. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER. ALL CONNECTIONS.SLOTTED BOLT HOLES ARE NOT PERMITTED AT BRACED FRAME 4. SYSTEM'FOR TECHNICAL INFORMATION,RECOMMENDATIONS,DETAILS,SUGGESTED 1-1/2 INCHES FOR#5 BARS AND SMALLER CONNECTIONS.ALL BOLTS SHALL BE INSTALLED AS BEARING TO A'SNUG•TIGHTENED'CONDITION, 3. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY ARCHITECTURAL,MECHANICAL, 2 INCHES FOR#6 BARS AND GREATER .UNLESS NOTED OTHERWISE ON THE DRAWINGS.ALL BOLTED CONNECTIONS SHALL BE SPECIFICATIONS,ERECTION AND BRACING. AND ELECTRICAL DRAWINGS IN ADDITION TO SPECIFICATIONS AND ANY SHOP DRAWINGS DESIGNED,FABRICATED,AND INSTALLED IN COMPLIANCE WITH RCSC'SPECIFICATION FOR PROVIDED BY SUBCONTRACTORS AND SUPPLIERS. 6. CALCIUM CHLORIDE IS PROHIBITED IN ANY CONCRETE MIX. STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS',DATED DECEMBER 31,2009. S. ALL LIGHT GAGE STUD AND TRACK COMPONENTS SHALL BE CLEARLY IDENTIFIED WITH STANDARD_ INDUSTRY MARKINGS OR COLOR CODING. 4. ALL DIMENSIONS,ELEVATIONS,AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE 7. CONCRETE SHALL BE ADEQUATELY PROTECTED FROM HOT OR COLD WEATHER AS REQUIRED BY 5.V VOIDS BENEATH COLUMN BASE PLATES SHALL BE DRY PACKED WITH NON-SHRINK GENERAL CONTRACTOR(G.CJ 6. ALL BEARING WALL STUDS SHALL BE FASTENED TO THE TOP AND BOTTOM TRACKS WITH A AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION ACI PUBLICATIONS 305 AND 308,RESPECTIVELY. CONSTRUCTION GROUT BEFORE APPLICATION OF LOADS. OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF MINIMUM INNO.8 SCREW TO EACH FLANGE.STUDS MUST BE ACCURATELY CUT AND INSTALLED WORK. 8. ALL CONCRETE FOR WALLS,FOOTINGS,AND SLABS-ON-GRADE SHALL BE NORMAL-WEIGHT,314s 6. WELDED CONNECTIONS SHALL BE MADE BY AWS QUALIFIED WELDERS USING FILLER MATERIAL TIGHT TO BOTH TRACKS WITH NO GAPS.MAXIMUM ALLOWABLE ACCIDENTAL GAP AT ONE END OR AGGREGATE AND ATTAIN A MINIMUM ULTIMATE COMPRESSIVE.STRENGTH OF 30DO PSI AT 28 DAYS CONFORMING TO E70XX,LOW HYDROGEN. THE OTHER IS Ya',BUT NOT AT BOTH ENDS.INSTALL ONE ROW OF HORIZONTAL BRIDGING AT 5. UNLESS OTHERWISE NOTED,DETAILS,SECTIONS,AND NOTES SHOWN ON THESE DRAWINGS (U.N.O.).CYLINDERS SHALL BE TAKEN AND TESTED IN ACCORDANCE WITH ACI MID-HEIGHT,MAXIMUM 5 FEET FROM TOP OR BOTTOM.COORDINATE STUDS TO HAVE OPENING AT SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR DETAILS. RECOMMENDATIONS. 7. PROVIDE TEMPORARY ERECTION BRACING TO HOLD STRUCTURAL STEEL FRAMING SECURELY IN CORRECT LOCATION. PLACE.MAINTAIN BRACING UNTIL ROOF DECK AND PERMANENT LATERAL BRACING ARE FULLY 7, BEARING WALL STUDS SHALL BE OF THE WIDTHS INDICATED.WALL STUDS SHALL BE MIN.18 GAGE 8. THESE DRAWINGS DO NOT SHOW THE SIZE,LOCATION,OR TYPE OF OPENINGS IN THE 9. CONCRETE FOR SLABS-ON-DECK SHALL BE A6 INDICATED ON THE REFERENCED PLANS. INSTALLED.MAINTAIN BRACING UNTIL ROOF ARE NOT PROVIDED E THE E.O.R. FOUNDATION SYSTEM FOR ELECTRICAL,PLUMBING,OR MECHANICAL EQUIPMENT.THE GENERAL k AND SPACED TO A MAXIMUM OF 16 INCHES ON CENTER.BOTTOM TRACK SHALL BE MINIMUM 18 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THESE ITEMS. 10. SLAB CONTROL JOINTS,WHERE SHOWN,SHALL BE SAW CUT IMMEDIATELY AFTER FINISHING. 8. STRUCTURAL STEEL SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR GAGE AND TOP TRACK SHALL BE MINIMUM 14 GAGE. JOINTS SHALL BE AT MINIMUM 114 OF THE THICKNESS OF THE SLAB. WELDED. y 7. ALL SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE ENGINEER FOR 8. FIELD CUTTING OF STUDS MUST BE ACCOMPLISHED BY SAWING OR SHEARING.TORCH CUTTING REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF NON-RETURNABLE 11. THE GENERAL CONTRACTOR MUST SUBMIT A PLAN TO THE ENGINEER INDICATING THE PROPOSED 9. FIELD'CUTTING OF STRUCTURAL STEEL OR ANY MODIFICATIONS SHALL NOT BE MADE WITHOUT OF COLD-FORMED MEMBERS IS NOT ACCEPTABLE. STOCK.QUANTITY AND DIMENSIONAL REVIEW IS THE CONTRACTOR'S RESPONSIBILITY. LOCATIONS OF CONSTRUCTION JOINTS FOR SLABS-ON-GRADE AND/OR SLABS-ON-DECK.THE APPROVAL BY ENGINEER. ENGINEER,AT HISMER OPTION,MAY REJECT OR MODIFY THE PROPOSED LOCATIONS. 9. NOTCHING OR COPING OF STUDS IS NOT PERMITTED UNLESS SPECIFICALLY PERMITTED PER THE S. REFER TO THESE DRAWINGS,CIVIL DRAWINGS,AND THE GEOTECHNICAL REPORT FOR MODIFICATIONS MAY INCLUDE THE ADDITION OF REINFORCING BARS&DOWELS.THE GENERAL 10. ALL CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER RETAINED BY THE LIGHT GAGE SHOP DRAWINGS UNDER-DRAIN AND PERIMETER DRAIN REQUIREMENTS IF APPLICABLE. CONTRACTOR OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH FABRICATOR.SHOP DRAWINGS AND STAMPED CALCULATIONS SHALL BE SUBMITTED TO THE THE MODIFICATIONS. ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.FABRICATOR'S ENGINEER SHALL 10. STUDS MAY NOT BE SPLICED UNLESS SPECIFICALLY PERMITTED PER THE SHOP DRAWINGS. I` 9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND/OR SHORING BE LICENSED IN THE STATE THE PROJECT IS LOCATED,AND CARRY PROFESSIONAL LIABILITY , NEEDED TO HOLD THE STRUCTURE IN A SAFE AND STABLE POSITION UNTIL THE BUILDING IS 12. WALL CONTROL JOINTS SHALL BE PLACED AS SHOWN ON THE DRAWINGS OR AT A MAXIMUM OF 40 INSURANCE WITH A MINIMUM PER INCIDENT AND ANNUAL COVERAGE OF$1,000,000. 11. USE A MINIMUM OF THREE(3)STUDS AT ALL EXTERIOR WALL CORNERS. _ J COMPLETE.CONSULT AN INDEPENDENT ENGINEER IF DESIGN ASSISTANCE OR REVIEW IS FEET ON CENTER. NEEDED. 11, ALL STEEL THAT WILL BE FIREPROOFED SHALL NOT BE PRIMED.REFER TO ARCHITECTURAL 12. FOR SCREWS,MAINTAIN A MINIMUM 3/4'CLEARANCE FROM ALL EDGES OF STEEL MEMBERS. 13. BACKFILL BOTH SIDES OF THE FOUNDATION WALL SIMULTANEOUSLY TO THE MAXIMUM HEIGHT DRAWINGS FOR FIREPROOFING LOCATIONS AND REQUIREMENTS.ALL OTHER STRUCTURAL MAINTAIN A MINIMUM 3/4'ON CENTER SPACING BETWEEN ADJACENT SCREWS. T 10. THE BUILDING PERMIT APPLICANT(e.9.OWNER,CONTRACTOR)MUST PROVIDE SPECIAL POSSIBLE.IF THE SOIL LEVEL IS NOT EQUAL ON BOTH SIDES OF THE WALL,DO NOT CONTINUE TO STEEL SHALL RECEIVE ONE(1)SHOP COAT OF RUST INHIBITIVE PRIMER,UNLESS WAIVED BY CONFORM TO THE REQUIREMENTS OF AWS D1.3 RED,ALL WELDED CONNECTIONS MUST IF REQUI T •rJ�._ INSPECTIONS PER THE REQUIREMENTS OF CHAPTER 17 OF THE MA BUILDING CODE AND FURNISH BACKFILL THE HIGH SIDE UNTIL THE FLOOR/ROOF FRAMING AND DECK ON THE LOW SIDE ARE OWNER.COMPOSITE BEAMS WITH SHEAR STUDS SHALL HAVE UNPAINTED TOP FLANGES TO 13. L INSPECTION REPORTS TO THE CODE OFFICIAL AND TO THE ENGINEER OF RECORD.THE INSTALLED,AND THE SLAB ON GRADE IS INSTALLED AND HAS MET ITS MINIMUM DESIGN ALLOW THE WELDING OF SHEAR STUDS 'SPECIF I CATIONS FOR WELDING SHEET STEEL IN STRUCTURES',(PER EDITION REFERENCED IN TESTINGANSPECTION AGENCY(S)MUST BE APPROVED BY THE ENGINEER OF RECORD.SEE SHEET COMPRESSIVE STRENGTH.IF THE DECK IS CONCRETE,IT MUST REACH ITS MINIMUM DESIGN THE APPLICABLE BUILDING CODE).REFER TO AWS D19.0'WELDING ZINC COATED STEEL'AND O SO.02 FOR THE SCHEDULE OF SPECIAL INSPECTIONS. COMPRESSIVE STRENGTH BEFORE THE WALL IS FULLY BACKFILLED.FOUNDATION WALLS 12, THE STEEL FABRICATOR SHALL BE AISC CERTIFIED,OR BE ABLE TO DEMONSTRATE TO THE ANSI Z49.1 FOR INFORMATION REGARDING SAFE WELDING PROCEDURES SUBJECT TO UNBALANCED FILL HEIGHTS MAY NOT BE FULLY BACKFILLED UNTIL CONCRETE HAS ENGINEER'S SATISFACTION THAT ALL AISC PROCEDURES FOR FABRICATION,QUALITY CONTROL, (J) 1 11. THE ENGINEER,AT HIS/HER OPTION,MAY PROVIDE THE CONTRACTOR WITH ELECTRONIC FILES REACHED ITS MINIMUM COMPRESSIVE STRENGTH OR THE G.C.HAS RECEIVED APPROVAL FROM AND RECORD KEEPING ARE STRICTLY ADHERED TO.THE ENGINEER SHALL DETERMINE IF 14. MINIMUM WELD THROAT THICKNESS MUST MATCH OR EXCEED THE BASE METAL THICKNESS OF + FOR HISMER CONVENIENCE AND USE IN THE PREPARATION OF SHOP DRAWINGS.DATA THE STRUCTURAL ENGINEER-OF-RECORD(EOR). FABRICATOR QUALIFICATIONS ARE ACCEPTABLE. THE THINNEST CONNECTED PART UNLESS NOTED OTHERWISE. CONTAINED ON THESE ELECTRONIC FILES ARE THE ENGINEER'S INSTRUMENT OF SERVICE AND /\\\LVV(MAY NOT BE ELECTRONICALLY COPIED FOR REUSE AS SHOP DRAWINGS.THESE ELECTRONIC 14. ALL CONCRETE SHALL BE CURED BY AN APPROVED METHOD AS PRESCRIBED BY ACI. 13. SHOP DRAWINGS SHALL BE PREPARED BY FABRICATOR.PHOTO COPIES OF STRUCTURAL 16. ALL HEADERS AND/OR BUILT-UP BEAMS MUST BE CONSTRUCTED WITH UNPUNCHED MEMBERS FILES ARE NOT CONSTRUCTION DOCUMENTS.THE CONTRACTOR IS NOT RELIEVED OF HISMER DRAWINGS ARE NOT ACCEPTABLE. ONLY. T L DUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS.THIS INCLUDES THE NEED TO 15. MID-RANGE WATER REDUCERS(MRWR)ARE REQUIRED FOR ALL CONCRETE MIXES EXCEPT - y V CONFIRM AND COORDINATE ALL DIMENSIONS AND DETAILS,TAKE FIELD MEASUREMENTS,VERIFY FOOTINGS. 14. THE TESTING AGENCY(TO BE APPROVED BY JSN ASSOCIATES,INC.)MUST PERFORM A VISUAL 16. SPLICING OF HEADERS IS NOT PERMITTED,UNLESS APPROVED BY THE DESIGN ENGINEER. (� FIELD CONDITIONS,AND COORDINATE THE CONTRACTOR'S WORK WITH THAT OF OTHER INSPECTION OF ALL SHOP AND FIELD WELDS.ADDITIONALLY,ALL SHOP AND FIELD FILLET AND CONTRACTORS FOR THE PROJECT,THE CONTRACTOR MAY NOT MANUALLY ALTER THE HARD 16. MAXIMUM WATER TO CEMENT RATIO FOR MIXES WITH MRWR: PARTIAL PENETRATION WELDS MUST BE SPOT TESTED AT A RATE OF ONE TEST PER MEMBER 17. RECOMMENDED BY THE MANUFACTURER.ALL BRACING SH ALL ALL STUD WALLS SHALL HAVE HORIZONTAL BRIDGING AND ALL BE INSTALLED BEFORE BRACING INSTALLED AS +' COPIES OF THE CONSTRUCTION DOCUMENTS AND REUSE THEM AS SHOP DRAWINGS. FOR 3000 PSI CONCRETE 0.5 USING THE MAG.< f:C PARTICLE METHOD.ONE HUNDRED PERCENT(100%)OF ALL FIELD AND llS FOR 4000 PSI CONCRETE 0.45 SHOP FULL PENETRATION WELDS MUST BE TESTED USING THE ULTRASONIC METHOD. APPLICATION OF LOADS.USE SIMPSON BUSH AND MSUBH BRIDGING CHANNELS AND CLIPS AS REQUIRED BY MANUFACTURER. ++ DESIGN LOADS MAXIMUM WATER TO CEMENT RATIO FOR MIXES W/OUT MRWR(PERMITTED FOR FOOTINGS ONLY): 15, ALL HSS COLUMNS SHALL BE SEALED TO PREVENT WATER PENETRATION DURING CONSTRUCTION /� w N FOR 3000 PSI CONCRETE 0.63 OR DURING SERVICE AND SHALL BE PROVIDED WITH A DRAIN HOLE NEAR THE BASE ON SIDE OF LIGHT GAGE STEEL MATERIAL THICKNESS \�/ c _ COLUMN. 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE MA BUILDING CODE TO 17. MINIMUM CEMENT QUANTITIES: ca SUPPORT THE DEAD LOADS OF THE VARIOUS STRUCTURAL AND ARCHITECTURAL 20-GAGE 0.0346: 33-MILS l{S FOR 3000 PSI CONCRETE 517 LB./CY SYSTEMS AND THE FOLLOWING MINIMUM LIVE LOADS: FOR 4000 PSI CONCRETE 611 LB./CY STEEL DECKS 16-GAGE 0.06 43-MILS T O = 18-GAGE 0.0566,8' 54-MILS 1 UNIFORMLY DISTRIBUTED LIVE LOADS 18. MAXIMUM CONCRETE SLUMP: - 1. STEEL ROOF DECK SHALL BE 16 GAGE 3-DEEP TYPE N GALVANIZED DECK AS MANUFACTURED BY 12-GAGE 0.00 7- 88-MILS RESIDENTIAL-HOTEL UNITS FOR MIXES WITH MRWR 71N 'VULCRAF F OR APPROVED EQUAL.UNLESS OTHERWISE NOTED FASTEN ROOF DECK TO EACH 12-GAGE 0.1017' :1 RESIDENTIAL PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 PSF FOR MIXES WITHOUT MRWR 4 IN SUPPORT USING 5/8"rUDDLE WELDS IN A 242 PATTERN.USE#10 TEK SCREWS AT 38'O!C FOR PUBLIC ROOMS AND CORRIDORS SERVING THEM 10O PSF SIDELAP FASTENERS. SNOW 19. USE AIR-ENTRAINING ADMIXTURES IN CONCRETE SUBJECT TO FREEZING AND THAWING,THIS BEAM REACTION TABLE BASIC GROUND SNOW LOAD P9=35 PSF INCLUDES EXTERIOR FOUNDATION WALLS,EXTERIOR PIERS,AND EXTERIOR SLABS.AIR CONTENT 2. STEEL FLOOR DECK SHALL BE GALVANIZED 16 GAGE 3'COMPOSITE DECK AS MANUFACTURED BY AT POINT OF DELIVERY TO BE 6 PERCENT,PLUS OR MINUS 1.5 PERCENT. VULCRAFT'OR APPROVED EQUAL.FASTEN DECK TO EACH SUPPORT W/%'DIAMETER PUDDLE BEAM MINIMUM ASD F FLAT ROOF SNOW LOAD P1=25 PSF(MIN 30 PSF USED) WELDS(TO STEEL)OR#12 SCREWS TO LIGHT GAGE TRACKS IN A 30/4 PATTERN.PROVIDE#10 NUMBER REACTION EXPOSURE FACTOR Cs 0 SNOW E =1. 20. DO NOT USE AIR-ENTRAINING ADMIXTURES IN CONCRETE FOR INTERIOR SLABS ON GRADE AND TEK SCREWS AT 3W O/C FOR SIDELAP FASTENING. DEPTH OF BOLTS KIPS THERMAL FACTOR C.=1.1 SLABS ON STEEL DECK.AIR CONTENT OF TROWELED FINISH FLOORS NOT TO EXCEED 3 PERCENT. LOAD IMPORTANCE FACTOR la=1.0 SOME LIGHTWEIGHT CONCRETE MAY REQUIRE THE USE OF AIR-ENTRAINING ADMIXTURES FOR 3. ROOF OR FLOOR DEC.<S SHALL SPAN OVER THREE(3)OR MORE SUPPORTS. WIND WB 2 12.4 INTERIOR SLABS ON STEEL DECK.WIND SPEED 120 MPH. 21 4. SHEET STEEL FOR GALVANIZED ROOF DECKS AND COMPOSITE FLOOR DECKS MUST CONFORM TO W10 2 13.8 , REINFORCING BARS AND ALL EMBEDDED ITEMS,INCLUDING ANCHOR BOLTS,MUST BE ASTM A653-07'STRUCTURAL QUALITY-,GRADE 33 OR HIGHER.GALVANIZING MUST CONFORM TO EXPOSURE C ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED. ASTM A924-07 WITH A MINIMUM COATING CLASS OF G60 AS DEFINED IN A653-07. W12 3 .23.0 IMPORTANCE FACTOR Iw=1.0 'WET-STICKING'OF ANCHOR BOLTS,VERTICAL PIER REINFORCING OR VERTICAL WALL ' INTERNAL PRESSURE COEFFICIENT GCPI=-A A8 REINFORCING IS NOT ACCEPTABLE(EXCEPT FROST WALL DOWELS). 5. SHEET STEEL FOR GALVANIZED NON-COMPOSITE FORM DECKS MUST CONFORM TO ASTM A653-07 W14 3 26.4 WIND PRESSURE ON WALL COMPONENTS AND CLADDING 'STRUCTURAL QUALITY',GRADE 80.GALVANIZING MUST CONFORM TO ASTM A924-07 WITH A MINIMUM COATING CLASS OF G60 AS DEFINED IN A653-07. EFFECTIVE WIND AREA=IO SF REINFORCING STEEL � - � W18 4 39.0 8. SEE PLANS FOR ANY FLOOR DECKS SPANS THAT REQUIRE TEMPORARY SHORING. W78 5 53.0 O ZONE 4 ZONE 5 ZONE 4 ZONE 5 1. ALL REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A815 GRADE 80. INWARD INWARD OUTWARD OUTWARD W21 6 63.8 N 2. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM L 25.9 PSF -34.7 PSF 25.9 PSF -28.1 PSF STEEL STAIRS A1084.USE FLAT SHEETS ONLY. W24 7 74.2 SEISMIC - 1. STEEL STAIRS ARE TO BE DESIGNED BY THE STEEL STAIR FABRICATOR.THE DESIGN SHALL SITE GLASS D 3. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. CONFORM WITH THE STRUCTURAL AND DIMENSIONAL REQUIREMENTS OF THE CONTRACT NOTE: ' DRAWINGS AND ALL APPLICABLE CODE REQUIREMENTS. SEISMIC DESIGN CATEGORY B - - 4. WHERE CONTINUOUS BARS ARE REQUIRED.THEY SHALL RUN CONTINUOUSLY AROUND CORNERS, - UNLESS REACTIONS ARE NOTED ON PLANS, OCCUPANCY CATEGORY II LAP AT NECESSARY SPLICES,AND SPLICES SHALL BE STAGGERED AND HOOKED AT 2. THE STEEL STAIR FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BEAM CONNECTIONS SHALL BE DESIGNED FOR DISCONTINUOUS ENDS.LAP LENGTHS SHALL BE AS SHOWN OR NOTED ON THE DRAWINGS.IF PRIOR TO THE START OF FABRICATION.THE ENGINEER OF RECORD RESERVES THE RIGHTTO THESE REACTIONS AND PROVIDED WITH THESE BASI SEISMIC-FORCE-RESISTING SYSTEM:C - MINIMUM BOLT QUANTITIES FRAMED WALLS SHEATHED WITH METAL-STRAP BRACING LAP/SPLICE LENGTHS ARE NOT INDICATED FOLLOW ACI STANDARDS. REQUEST STAMPF.O SHOP DRAWINGS AND CALCULATIONS. _ �� LIGHTTABLE ASSUMPTIONS: � (� ANALYSIS FORCE PROCEDURE-EQUIVALENT LATERAL FORCE - LEAST WEB THICKNESS FOR BEAM DEPTH SERIES r 7;p (= 36 KSI SINGLE SHEAR PLATE MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS Ss-0.164 SLAB-ON-GRADE CONTROL JOINTS - �;'DIA.A325 BOLTS W/rHREADS INCLUDED STANDARD SIZE BOLT HOLES MAPPED SPECTRAL RESPONSE ACCELERATION AT is PERIOD S1=0.052 DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS SIDS-0.196 - - BEAM COPED TOP AND BOTTOM ' DESIGN SPECTRAL RESPONSE ACCELERATION AT 1s PERIOD SDI=0.083 1. SLAB CONTROL JOINTS SHALL BE SAW CUT IMMEDIATELY AFTER FINISHING.JOINT DEPTH SHALL ^' - DISTANCE FROM END OF BEAM TO CENTER OF BOLT ' BE A MINIMUM 1/4 OF THE THICKNESS OF THE SLAB. HOLES=IV MINIMUM IMPORTANCE FACTOR le=1.0 - DISTANCE FROM TOP OF COPED WEB TO CENTER OF a RESPONSE MODIFICATION FACTOR R-4 2. JOINTS ARE SPACED TO CONTROL THE LOCATION OF CRACKS THAT MAY OCCUR DUE TO CURING B FIRST OLT HOLE=1Y,'MINIMUM DEFLECTION AMPLIFICATION FACTOR Co-3.5 SHRINKAGE AND THE THERMAL MOVEMENT OF CONCRETE.WELDED WIRE FABRIC DOES NOT i INHIBIT CRACKING,BUT HOLDS CONCRETE TIGHTLY TOGETHER AFTER CRACKING HAS OCCURRED.IN ORDER TO BETTER CONTROL RANDOM CRACKING OF CONCRETE THE FOLLOWING SOIL BEARING - MEASURES ARE RECOMMENDED: - J Z , A. SUPPLY A WELL COMPACTED AND CONSISTENT SUBGRADE. F O 1. ALL FOOTINGS SHALL BE CARRIED DOWN TO REST ON UNDISTURBED SOIL OR SHALL BEAR ON B. LIMIT THE VOLUME OF WATER IN THE MIX. ` UO LAYERSC. SUPPLY ADEQUATE CURING MEASURES.WET CURE OR USE CURING SEALERS.,.,__ Q STRUCTURAL FILL COL SHALL HAVE A MINIMUM SAFE LOAD BEARING CAPACITY OF 1,05 SOILS AND W LL THE STRUCTURAL FILL SHALL HAVE A MINIMUM SAFE LOAD BEARING CAPACITY OF 1,050 PSF AT 1' D. LIMIT JOINT SPACING T02 TIMES THE SLAB THICKNESS IN FEET. - - DEPTH,1,400 PSF AT 2'DEPTH AND 2,000 PSF AT 4'DEPTH PER GEOTECHNICAL ENGINEER. - :3N 8 2. SLAB CURLING IS A PROBLEM WHICH HAS BECOME MORE PREVALENT WITH HIGH STRENGTH 1 W g 2. REMOVE ALL EXISTING TOPSOIL,PAVEMENT,ORGANIC MATERIALS,AND OTHER SOIL THAT CONCRETE,THE FOLLOWING MEASURES IN ADDITION TO THOSE STATED ABOVE ARE - APPEARS TO BE UNSUITABLE PRIOR TO PREPARING THE FOOTING SUBGRADE. RECOMMENDED TO LIMIT CURLING OF CONCRETE SLABS-ON-GRADE: . ` B. A. USE HIGHER QUANTITY OF COARSE AGGREGATES IN THE MIX PmJect architect: KAK CURE THE SLAB PROPERLY. - 3. IF ANY ADVERSE SOIL CONDITIONS ARE ENCOUNTERED WHICH EXTEND BELOW FOOTING LEVEL, a' SUCH AS THOSE LISTED ABOVE,THE GENERAL CONTRACTOR SHALL CONTACT THE C. USE A LOWER AMOUNT OF CEMENT. ! GEOTECHNICAL ENGINEER IMMEDIATELY FOR DETERMINATION OF HOW TO REMEDY THE - areYR by: KPH CONDITION BEFORE CONTINUATION OF THE WORK. 4. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND.ALL EXTERIOR t' , CONSTRUCTION SHALL BE CARRIED DOWN TO A MINIMUM OF FOUR(4)FEET BELOW FINISHED, - STRUCTURAL ADJACENT EXTERIOR GRADE. 5. REFER TO GEOTECHNICAL REPORT BY BRIGGS ENGINEERING AND TESTING DATED APRIL 18,2015 NOTES FOR ALL INFORMATION REGARDING EXCAVATION,BACKFILL,STRUCTURAL FILL,SUBGRADE PREPARATION,ETC.IF ANY CONTRADICTING INFORMATION IS FOUND BETWEEN GEOTECHNICAL - REPORT AND STRUCTURAL DRAWINGS,GEOTECHNICAL REPORT SHALL GOVERN. , sheet number:a .n wo UJ� SCHEDULE OF SPECIAL INSPECTIONS I' O CAST-IN-PLACE CONCRETE STRUCTURAL STEEL ° o° S PROJECT: HVANNIS HARBOR HOTEL / O AGENT NO. SCOPE O p u LOCATION: 213 OCEAN STREET,HVANNIS,MA ITEM AGENT NO. SCOPE ITEM Z P10 OWNER: HARBORVIEW HOTEL INVESTORS LLC 1.MIX DESIGN 3 REVIEW FOR COMPLIANCE WITH 1.FABRICATOR I VERIFY THAT THE FABRICATOR MAINTAINS o e OWNERS ADDRESS: 213 OCEAN 37.;.HYANNIS,MA 028014738 CONSTRUCTION DOCUMENTS. - CERTIFICATION/QUALITY DETAILED FABRICATION AND QUALITY _ - CONTROL PROCEDURES CONTROL PROCEDURES WHICH CONFORM D ddd ARCHITECT OF RECORD AOR):KEI7H A.KELLEV 2.MATERIAL CERTIFICATION 3 REVIEW FOR COMPLIANCE WITH 0: ' ( TO THE REQUIREMENTS OF THE AMERICAN CONSTRUCTION DOCUMENTS. INSTITUTE OF STEEL CONSTRUCTION'S fFll ° STRUCTURAL ENGINEER OF RECORD(SER): JEFFREY S.NAWROCKI,PE - E QUALITY CERTIFICATION PROGRAM.RISC \z 101, 3.REINFORCEMENT 1,3 (1)REVIEW THE INSTALLATION OF THE CERTIFICATION SATISFIES THIS. a INSTALLATION REINFORCING STEEL FOR COMPLIANCE WITH U THE CONSTRUCTION DOCUMENTS AND THE 2,MATERIAL CERTIFICATION 1 REVIEW MILL CERTIFICATES FOR PLATES AND THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITION FOR PERMIT APPROVED SHOP DRAWINGS.REVIEW FOR BOLT MANUFACTURER'S CERTIFICATES SHAPES.REVIEOF W COMPLIANCE FOR ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTS OF THE 2008 25%OF FOOTINGS,50%OF FROST WALLS INTERNATIONAL BUILDING CODE.IT INCLUDES A SCHEDULE OF SPECIAL INSPECTION SERVICES AND 100%OF RETAINING WALLS AND PIERS.APPLICABLE TO THIS PROJECT AS WELL AS THE NAME OF SPECIAL INSPECTORS AND THE (3)RANDOM REVIEW OF CONSTRUCTION HIGH-STRENGTH BOLTS.REVIEW WELD MANUFACTURER'S CERTIFICATE OF IDENTITY OF OTHER APPROVED AGENCIES INTENDED TO BE RETAINED FOR CONDUCTING PROCEDURE. ` THESE SERVICES. 4.CAST-IN-PLACE ANCHORS 1 (1)VISUALLY INSPECT CAST-IN ANCHORS COMPLIANCE FOR WELD FILLER MATERIAL. PRIOR TO CONCRETE PLACEMENT.VERIFY 3.BOLTING 1 INSPECT INSTALLATION OF HIGH-STRENGTH THE SPECIAL INSPECTOR SHALL KEEP RECORDS,STRUCTURAL INSPECTIONS AND SHALL FURNISH LOCATION OF ANCHORS IS IN ACCORDANCE BOLTS FOR CONFORMANCE WITH THE INSPECTION REPORTS TO THE BUILDING OFFICIAL,STRUCTURAL ENGINEER,AND ARCHITECT WITH CONSTRUCTION DOCUMENTS,AND `SPECIFICATION FOR STRUCTURAL JOINTS OF RECORD.DISCOVERED DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EDGE DISTANCE AND SPACING .USING ASTM A325 OR A480 BOLTS'BY THE ATTENTION OF THE CONTRACTOR. REQUIREMENTS ARE MET.VERIFY THE CORRECT ANCHOR SIZE,TYPE,AND RESEARCH COUNCIL ON STRUCTURAL BOLTS, A FINAL REPORT OF SPECIAL INSPECTIONS BY THE SPECIAL INSPECTOR(S)DOCUMENTING EMBEDMENT IS USED. AND THE CONSTRUCTION DOCUMENTS. COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A 4.WELDING 1 PERFORM VISUAL INSPECTION OF ALL CERTIFICATE OF USE AND OCCUPANCY. S.ANCHORS INSTALLED IN 1 VISUALLY INSPECT ANCHORS PRIOR TO WELDS IN ACCORDANCE WITH AWS D1.1. HARDENED CONCRETE INSTALLATION.VERIFY THAT THE SIZE, SUBMIT WELDER QUALIFICATION PLACEMENT,AND EMBEDMENT ARE IN STATEMENTS.ADDITIONALLY,THE TESTING THE SPECIAL INSPECTOR,WHO IS GENERALLY EMPLOYED BY THE PRIMARY TESTING AGENCY, ACCORDANCE WITH THE CONSTRUCTION AGENCY(TO BE APPROVED BY JSN MAY USE VARIOUS INSPECTORS WHO ARE FAMILIAR WITH EACH CATEGORY OF WORK.IF DOCUMENTS. ASSOCIATES,INC.)MUST PERFORM A VERIFY THAT THE ' SPECIAL INSPECTIONS ARE ALSO PERFORMED BY AGENTS WHO ARE NOT EMPLOYED BY THE INSTALLATION PROCEDURE IS IN VI PASS WELDS OR WELDS GREATER SUAL INSPECTION OF ALL FIELD WELDS. PRIMARY TESTING AGENCY,EACH OF THESE ADDITIONAL SPECIAL INSPECTORS SHALL ISSUE ACCORDANCE WITH THE MANUFACTURER'S MULTI A FINAL REPORT FOR THEIR CATEGORY OF INSPECTION.ONLY AFTER THE FINAL REPORT(S) PUBLISHED INSTALLATION INSTRUCTIONS. _HAS(HAVE)BEEN ISSUED BY THE SPECIAL INSPECTOR(S)CAN THE ARCHITECT AND FOR ISSUE THAN 5116'AS MUST BE SPOT TESTED AT A FINAL AFFIDAVITS FOR THE PROJECT COMPLETION. RATE OF ONE TEST PER MEMBER USING THE 8.FORMWORK GEOMETRY 1 REVIEW GEOMETRY FOR COMPLIANCE WITH MAGNETIC PARTICLE METHOD.ONE JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELYTHE THE STRUCTURAL CONSTRUCTION HUNDRED PERCENT(100%)OF ALL FIELD RESPONSIBILITY OF THE CONTRACTOR. - DOCUMENTS.CONDUCT REVIEW WHEN - _ a AND SHOP FULL PENETRATION WELDS MUST • REINFORCING STEEL INSTALLATION IS BEING BE TESTED USING THE ULTRASONIC REVIEWED. METHOD. SCHEDULE OF SPECIAL INSPECTION SERVICES 7.CONCRETE PLACEMENT 1 INSPECT THE PLACEMENT OF CONCRETE FOR 5.SHEAR CONNECTORS 1 INSPECT SIZE.NUMBER,POSITIONING AND 4.,� CONFORMANCE WITH THE CONSTRUCTION WELDING SHEAR CONNECTORS. S O DOCUMENTS.TEST SLUMP AND INSPECT STUDS FOR FULL 380 DEGREE THE FOLLOWING TABLES COMPRISE THE REQUIRED SCHEDULE SPECIAL INSPECTIONS FOR TEMPERATURE OF EACH BATCH.TEST AIR FLASH.RING TEST ALL SHEAR THIS PROJECT.THE CONSTRUCTION DIVISIONS WHICH REQUIRE SPECIAL INSPECTIONS FOR CONTENT WHEN COMPRESSIVE STRENGTH CONNECTORS WITH 3 HAMMER.BEND THIS PROJECT ARE A3 FOLLOW: TEST SPECIMENS ARE MOLDED, TEST ALL QUESTIONABLE STUDS TO 15 SOILS AND FOUNDATIONS DEGREES. CAST-IN-PLACE CONCRETE - 8.EVALUATION OF CONCRETE 1 OBTAIN ONE SET OF(4)STANDARD O STRUCTURAL STEEL STRENGTH TEST.TEST ONE SPECIMEN AT THE ERECTED STEEL FRAME CONFORMS TO STRENGTH CYLINDERS FOR EACH COMPRESSIVE 8.STRUCTURAL DETAILS 1,3 (1)VERIFY THAT THE GENERAL GEOMETRY OF LIGHT GAGE STEEL 7-DAYS,(2)AT 28-DAYS,AND RETAIN ONE IN THE CONSTRUCTION DOCUMENTS AND (n RESERVE FOR LATER TESTING IF REQUIRED. APPROVED SHOP DRAWINGS.(3)RANDOM IN COLD WEATHER,TEST CYLINDERS SHALL REVIEW. INSPECTION AGENTS FIRM ADDRESS BE FIELD CURED.ADDITIONAL CYLINDERS co 1n SHALL BE TAKEN AND LABORATORY CURED METAL DECK INSPECT WELDING AND SIDE-LAP T 1.SPECIAL INSPECTOR• TBD TBD PER ACI REQUIREMENTS. FASTENING OF METAL ROOF AND FLOOR i V 2.TESTING LABORATORY TBD TBD DECK.VERIFY SIZE AND QUANTITY OF (d TESTING FREQUENCY:(1)COMPRESSIVE FASTENERS FOR CONFORMANCE WITH 3.STRUCTURAL ENGINEER JSN ASSOCIATES,INC. ONE AUTUMN;STREET STRENGTH TEST SHOULD BE PERFORMED CONSTRUCTION DOCUMENTS. PORTSMOUT H,NH 03801 FOR EAH DAYS POUR EXCEEDING 5 CU.YDS. CU 803 433-8838 C AND(1)AOD'L SET FOR EACH 50 CU.YDS. FREQUENCY:100%OF FASTENING •� 4.LIGHT GAGE ENGINEER JSN ASSOCIATES,INC. MORE THAN THE FIRST 25 CU.YDS. PATTERNS.SPOT CHECK 10%OF ALL WORK FOR SIZE AND TYPE OF FASTENERS. U) Dj NOTE:THE INSPECTION AND TESTING AGENT SHALL BE ENGAGED BY THE OWNER OR THE 9.CURING AND PLACEMENT 1 VERIFY THE CONCRETE IS ADEQUATELY cz^ c •C OWNER'S AGENT,AND NOT BY THE CONTRACTOR OR SUBCONTRACTOR WHOSE WORK IS TO PROTECTED UNDER HOT AND COLD WEATHER BE INSPECTED OR TESTED.ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE CONDITIONS AS INDICATED IN THE CONCRETE ) BUILDING OFFICIAL,PRIOR TO COMMENCING WORK. SPECIFICATIONS.VERIFY THAT SLABS ARE CURED IN ACCORDANCE WITH ACI THE SPECIAL INSPECTOR IS GENERALLY AN EMPLOYEE OF THE TESTING AND GEOTECHNICAL RECOMMENDED STANDARD PROCEDURES. COMPANY. SEISMIC DESIGN CATEGORY: B LIGHT GAGE STEEL FRAMING BASIC WIND SPEED: 120 MPH ITEM AGENT NO. SCOPE WIND EXPOSURE CATEGORY: C 1.FABRICATOR 3 VERIFY THAT THE FABRICATOR MAINTAINS CERTIFICATION DETAILED FABRICATION AND QUALITY QUALIFICATIONS OF INSPECTORS AND TESTING TECHNICIANS CONTROL PROCEDURES WHICH CONFORM TO THE REQUIREMENTS OF THE AMERICAN ^' IRON AND STEEL INSTITUTE,COLD FORMED THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES ARE STEEL DESIGN MANUAL. SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL.THE CREDENTIALS OF ALL INSPECTORS AND TESTING TECHNICIANS SHALL BE PROVIDED IF REQUESTED. 2.MATERIAL CERTIFICATION 3 (1)REVIEW MATERIAL GRADE USED FOR COMPLIANCE WITH THE CONSTRUCTION. IT IS RECOMMENDED THAT THE PERSON ADMINISTERING THE SPECIAL INSPECTIONS DOCUMENTS. _ PROGRAM BE A PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF BUILDINGS. VERIFY THAT MEMBER SIZES INCLUDING DEPTH,FLANGE WIDTHS,AND MATERIAL GAGE COMPLY WITH CONSTRUCTION DOCUMENTS. O SOILS AND FOUNDATIONS 3.CONNECTIONS 3 VERIFY THAT CONNECTIONS COMPLY WITH 0 CONSTRUCTION DOCUMENTS AND SHOP ITEM AGENT NO. SCOPE DRAWINGS.VERIFY THAT SIZE AND QUANTITY OF LIGHT GAGE FASTENERS 1.SHALLOW FOUNDATIONS 1 VERIFY THAT E REMOVED.BEARINGVERIFY COMPLY WITH CONSTRUCTION MATERIALS ARE REMOVED.VERIFY THE SOIL DOCUMENTS. LOAD-BEARING CAPACITY COINCIDES WITH 4.FRAMING AND DETAILS 3 VERIFY THAT FRAMING CONFIGURATION v THAT IDENTIFIED IN THE CONSTRUCTION AND ALIGNMENT OF WALL FRAMING BELOW _ DOCUMENTS. FLOOR AND ROOF FRAMING IS AS 2.CONTROLLED - 1 INSPECT COMPACTED FILL OPERATIONS TO SPECIFIED ON THE CONSTRUCTION - STRUCTURAL FILL VERIFY THE FILL MATERIAL,LIFT HEIGHTS,' - DOCUMENTS.AND LEVEL OF COMPACTION ARE IN - - CONFORMANCE WITH THE REQUIREMENTS - OF CONSTRUCTION, - 5.OTHER 3 VERIFY THAT FASTENING OF ALL LATERAL LOAD RESISTING ELEMENTS SUCH AS SHEAR 3.DEEP FOUNDATIONS 1 N/A WALLS AND DIAPHRAGMS ARE IN CONFORMANCE WITH THE CONSTRUCTION 4.OTHER 1 N/A DOCUMENTS. Z Z 8 T .. PmJsct amhltecC KAK drawn by: KPH SPECIAL g INSPECTIONS IL heat number. S0a02 �I N Wo !° y. U cc � Lu° y o CL - 8.7 9 9.2 9.8 10 10. 11 12 12.1 13 m �'w C. ,p o0 Sa 4'i' 13'a 13'a 13'a 15-0` 13'a 13'a .-A; 4'i" 2'-T B'-6' 2-T S'-S' 11'-11' id'a era B r s>• tx-r 2�B5 3" 3' 3" 3'a 6'-1' B'-B' 1Bd' WEE 111.12 R a' - RAMPS/STAIRS M 3• FWEBTae 1 t sxol I I I I I I I I I F, FRAOE BTaO 92.01 - T.O.WALL Iwa - - - - - 52.01 T.O.WALL 1wa T.o.FrG_ara ------- __T:O_FrO.M4r _ sz.D1 -- - - - --_ ---- ----_--- ---- J -- -- ----- ------ - -- -- - -- - - - -- ---I _ 1------1- I ezot IFS I FS F. 6�¢�511 RCL4Lo.wi 1 1e 9.o1T.o.wALuwa szD1 sz.m FsxT 4 (2)M68M9,TUP OF 52.01 BP38 FTG.IELEV.-604- 4 �a I T.O.FTG.B3'4' BP 1 Iu-r L - - E ECTRICAyIEUCOJAM�_ _ aLE sp roro�FrD. _ B.a `I 7- -i- -7 I I I I I I I_ 12 I I I Fd BEE DWG.$1.02 FOR d �I OQME9TIC H2O 8207 --RAMP S/9TAIRS THIS AREA S201 +' - TJ 1 EVE UNDER G DROP FT0.18' - -- SUMP PIT LO ON AND SIZE FI E SERNCE N . I I T08 VEflIFIE WITH ELEVATOR I'3 IT•1 " 9l�EEVE UNDERFfO. L T T.O.WALL Iwa iJ BP< O CONTECIOR �z Yz 3 1 1 T.o FFTTG.W-V x 1 - F5 T.O.FrG.95.7 :, y 1 LL J L J L J L J L J t. 13 a L J sx.at BP 1 r sz.D1 I I I I I I I I I I � I I I I I � sz.o1 I � H i I I I � F6 Fd Fa - Fa F4 FI J F4 d s BP-2 0 L J❑ L L J J LJ L_J �L__J L L § g 12 W FOUNDATION ALL - N r-t �+� F-t� +� �t� -+� �-{- TOPOFWALL �"t� ❑ r-1-� �+�� , 6 V - 'T _ _ -IY��11`���CELEV.-owi 9V - L -- "GRADE"9>PTi'$- F4 I F4 F4 F4 F4 - Fq El VArORRbO F4 - 3 - - - Fd - D /��`���/// _ L L 92.01 F6 BP=1- ❑ I ❑ ❑ ❑ Fa r -_ ❑ F4 BR2 D.1 = L 'q T.O.WALL 1(I I J BP4 ��-{D.1 T.O.FTG.S3'a L -J ♦FINISH �/ V ' 18 t ROOF DRAIN GRADE 98'•11' ' S2.01 r DP 8�W-0UT TOP OF SLM 1w� S -�W-C T7 TOPOFINT. O.ELEV.=BSi' SEECMLDW09. p 5'b+ { q��p• LINES ) M 52.01 1 1 (TYPICAL U.N{011 m § �_ _ FT SEWER-UNDER FrG. C - 4'THICK.PI31CONCR. SLAB 1x•THK.X3B'W. 2 r BR2 INV.OUT=92a L II I ON GRACE IN�1BERME HOVER THICKENEDSLAB -SZ.pI SEE... 1.02F R� N L-- SSf11/'STAIR FTC.W/ I 10 MIL POL7'ETHYlEF1E�VAPOR FOOTINGS,TYPICAL L_ -J - PATIO THIS AREA + (n (A M6 BARS.TOP OF ,� J_ RETMDER OVVFF33ii SIAB 91VBORADE 6 D.5 _flTG.ELEV{-BBJ' 52.01 BP-1 W •C +eas r.o.wALL iwa C �� T.o.FrG a1 0 l 2 - II s2.0 S2.01 I I I II I I I I I I I I I I I I I I INISH 32.01 18' GRADE BBi'0 L_---- -- ----- - --- ----- - ----- L r , BP.d DROP FID. - - - - O T.O.WALL1wa ----- IFS---- L-- O.WALL Iwa I- SEE DWG.S1.02 FOR T.O.FTC.B3'-0' 32'Ot 1 -J BP-1 d FS d FINISH h - AREANINGWALLTHIS 3' OFRA EBTa 52.01 O�RAOE 9T 92.01 BP1 T.O.Ff0.B9'$ 52.01 3RAOE BB' _ 1570 SPREAD FOOTING SCHEDULE - .TYPE SIZE REINFORCING DTH z LENGTH•DEPTH BOTTOM TOP F4 4'ax4'axte (4)•5 BARS EACH WAY,EVEN SPACING NONE Z F6 6'affi-0YtS' (5)I5 BARS EACH WAY,EVEN SPACING NONE 0 ' F5X7 5'aYT-0Y16" Y6 BARS EACH WAY®17 O.C. NONE Fe 61awa[1S' (e)N5 BARS EACH WAY,EVEN SPACING NONE cc FSXT S-nr-OW" /5 BARS EACH WAY 0170.C. NONE . F7 T-OYTax1 B' (T)M5 BAR$EACH WAY,EVEN SPACING NONE ' + NOTE:ALL REINFORCING MATS TO BE TIED AND CHAIRED 3•ABOVE SOIL PLAN NORTH FOUNDATION PLAN ve°=r-o• z z g + y " pmjl t amhImot: KAK d.-bY: KPH a y FOUNDATION a PLAN . _ sheet number. S1 .01 g -7 7 8 8.7 JIM 10.2 11 �a 12 12.1 13 ®a o p aes O o �o ,> = BYs 29$ s o a$R PAVEMFM T.O.WALL-FOLLOWS SLOPE OF RAMP T.O.WALL,ar•7 - VEM ~' ,a: *GRADE ea-10'-------- T.O..Fro.HTe----------- U--------- --- O.,FTG.W-0, c= --- O k 4 T SHEea$ N m o T.O.SLAB BT$ PAVEMENT C) V O RAMPDOWN1:126LOPE DO R. 6' U L______________ _____________ +T.O.SLABBa-11' 0 QRAOJE BTB' *�RADE BT$ !a. 21'-1• SLOPE TO DRAIN SLOPE TO DRAIN H 16 T.O.WALL$BELOW SLOPE OF RAMP T.O.WALL tar$ 16 _----_--__--- _T.O.W BO'-B'-_-EIF11 -- T.O_FTG.W-I __ _____________ L---- L__ T.O.aLAe tar-0•* - - - - - �— \ •' / y X} --FlNISHGRADEW--- -! , r------- 6'3Y, -----� T.O.PIER,p' 4• �/ --N --------------- g`I_-0A•--T.O-RA-MP---_-� 2 T.O.WALL100.2' RAMPS/STAIRBF'fG.B3'$ - r L'- o t- LANDINGS STHICBROOM FINISH 10 r� I w/ex1�1C9>2ewwF T.O.WALL ila.7e r az.o1 I L T_J I I I iiiiii aai. I I I I L - T-- I fO WALL101 I T.O.no.Bs$ I I I er-rs/8 I I I i I I I I T.O.PIER tar-7 H *OMOE Bad• PAVEM Ni T.O.FTG.Saw - __ OrGRADE , T.O.WALL tar-7 -- B APEB ATA 2 o T.O.WALL BB.7 T.O.WALL n L_J L___-J d BLOPEBAT1:12 N o T.O.w L W$ e o ems$g T.O.FTO.AT'$ T.O.FTO.83'$ T.O.FTG.83'$ 6M T.O.FTG.82'$ 6.4 I- - ------- -I-- ----- ----- r.oFr --------- -- '--------- ---------------------------- r - - - - - - - �m OO --I--- L --� ---- m SLOPE O i L RAMP DOWN 1.12 SLOPE DRAIN./A9Fr RAMP DOWN 1:12 SLOPE ------I I --------�3'3Y' ----- -------17$ --- 6 sa$ 1y J . F- --------�.- *T.O.SLAB tar$ RAMPS AND UWDINGS T.O.SLAB BB$ ----------------- 33 /B ------------- T.O.SLAB W4r O --- �-1- WTHIC COLORED r--- --------_--_L- 'I T I I f STAMPED CONCRETE r+ - -, T.O.WALL 100•-7 �`• T.O.WALL 100-7 T.O.WALL100'-7 I I I L --�------------- WjftS N2.9M2.B WWF J - - T.O.FTG.BS$ -- __-r_ T.O.FTG.BP$ ---I----T.O.F'TG_B7$ I 7 cu L J $ S$ 3'1Y4 STA RS L ----_ 7 I I I I _L_-__---_ 1p__ -- tzo ----- B-0. -a�Xr o4"�®1, ---CONNCRETEHT.O. LAB_ 1<0 GRADE Sa$�' S2.01 _ PLAN ; NORTH I 1/4 e r o I � I r ------- --- - --- ---j I c fA y j m T.O.WALL1N r rr 'C C T.O.CATCH .B3'$ �.01 0 �AVERB CATCH BASIN 0 c y4�IL�O• LSEE CIVIL DWOS. / jr T.O.PAVERSSB-6'* o _ *FINISH GRADE-BB'$ 52.0, T.O.FTG.B3'$ SA BIM. LLL r / / E T.O.WALL ST-6' r .10 / L. T.O.Fro.Bz$ I I f az01 / --------- � ---J ---- j I I *FINISH m SEEC CAIL DON. I I T.O.WALL tar-7 / GRADE-0T$ FOR LOCATION I I CONCRETE PAVERS ON STONE I OF WALL T.O.FTG�B3'$ / a a SUBBASE WTTH GEO-GRID. / SEE CML DWGS.FOR DETAILS a l I i j j � j T.o.sueeB-1o•* / O I I I I r1 I L� ED ¢ . L LT ; NORTH / DETAINING WALL PLAN ; SIDEWALK WALL PLAN PLAN %- G PLAN NORTH 3 *T.O.SLAB tar$ T.O.7 SHELF W 6 ZO CATCH BASIN /�.01 = 1 ,I SEE CML DWGS. .---� _--I'---T.0.75HElF Bad ---_ __-------__ / W T.O.WALL 100'-0' 1 / .-- - T.O.FTG. ------- / N O _______ -------------------------- 11y2 0 GRADE ST$ P,oleOt—hlt-1: KAK GRADE Belo' area ny KPH RAM P/STAI R $ PLAN sheet numb.,: LL S1 .02 I- ..tt�� a - 2 o L- CO 2 2' S• WY IV 8' . 1 �y 0 00 METAL STUOTRACK ON 3. 86 STEELTUBECOWMN ®17 O.C.8E3 Yz TRAFFICORADE SEALANT M0 •2 SSS BILL SEAL INSULATION �118•ANCHOR BOLT.WITH 4' DOUBLED AT TOP y4'THK BgBE 1'EXTRUOEO POLYSTYRENE U w55 PROJECTION j� PLATE ON lie O COLUMN BASE PLATE 1 w LEVELLING PLATE N N4 x 30'BARS ALTERNATING AT 12 PRECAST CONCRETE CAP Z® (2)N6'e CONTINUOUS I) j r�L ° PAVERS AT TERRACE- 1'-1• F 'a 1'EXTRUDED POLYSTYRENE yd'NO'�N-SXNRINK ATE NC.SLAB/PAVERS O.C.,BETWEEN SLAB AND CONCRETE •Q X 6 9EONE VET R SYSTEM L.J 4'SLAB WITH FlBERMESH, 4•SLAB WITH FIBERMESN,3000 P31 H8 3/4'T KNBRSE HSS6X6 8EE PLAN _ H pUq E CIVIL GS. n 0 TOP OF WALL 3000 P51 CONCRETE ATOP OF WALL CONCRETE b 1'-T PIPVEW NG PLATE ?: 11' SIDEWALK DETAILS 0 G, ¢^ 4 ELEV.-10D$ b < M..10D'$ -. TOP 9Y2 O m OETA L R2 C. b A TOP OF PER AIL _® ,Z ¢w . �.'. .r TOP OF WALL ___SIDEWALK HIGH END DET 4 FlBERME$ 3000 P81 CONCRETE .�' c E'er LEV�88'4' sa 3000 P61 CONCRETE Y FlNISH GRADE,RE SIDEWALK AT LOW END 10 MIL VAPOR RETARDER, 10 MIL VAPOR RETAROFA. HSS STEELTUBECOLUMN 10 MIL VAPOR RETARDER, TO CIVIL DRAWINGS LAP JOINTS MINIMUM IT LAP JOINTS MINIMUM IT (SEE FRAMING PLANS) I 10 MIL VAPOR RETARDER, LAP JOINTS MINIMUM IT LAP JOINTS MINIMUM IT FINISH GRADE,REFER FINIS GRADE,REFER (4)tX12 ANCHOR BOLTS WRX 1 FINISH GRADE,REFER TO CIVIL ORAWINOS gp� CLEAN GRANULAR FILL TO CIVIL DRAWINGS CLEAN GRANULAR FILL PLA:PROJECTION(SEE BASE TO CIVIL DRAWINGS CLEAN GRANULAR FILL CLEAN GRANULAR FILL : a COLUMN BASE PLATE®2 m b - _m- 1/d'LEVEUNG PLATE m 7- -I. _ [11 I-F =m 10 MIL VAPOR RETARDER. 3/4•NON-SHRINK GROUT - - LAPJOINTS MINIMUM 10• 4'SLAB WITH FlBERMESH, LTI-TITT�mm YEXTRUDED POLYSTYRENE N • _I 8'CLEAN GRANULAR FlLL 3000 PSI CONCRETE TL�lli' (2)N6§CONTINUOUS Y EXTRUDED POLYSTYRENE 7 EXTRUDED POLYSTYRENEi. < 7 EXTRUDED POLYSTYRENE IS DOWELS®38°O.C. .. NS BARS®17 O.C.EA WAY 6' (d)N6 VERTICAL DOWElB W/ ,,, • ; P m �, TOP OF FOOTING A TOP OF FOOTING Y5 BARB®12.O.C.EA.WAY B6'$U.N.O. NSDOWELS 12 N3 TIES O.C.8 - 4 (2)N6b CONTINUOUS 9 Br-w 1'-0' S'. 9 2'<• ® O.C. DOUBLE AT THE TOP 11 117 �' � r-o• e. r-4• rb DOWELS®1z O.C.oc TOP OF FfO.• N N6 BARS 012.D.C. TOP OF FTO: 1 A g TOP OF FTO.- N NS BARB®17 O.C. 63'-8'U.N.O. (4)#V.CONTINUOUS B3'6'U. 0. SEE FOOTING W-S°U.N.O. (4)N6'e CONTINUOUS 2$ • 7$ 8p 4 '7 SCHEDULEFOR SEE FOOTING ¢ ' REINFORCING VARIES,REFER TO SCHEDULE SCHEDULEFOR: ` REINFORCING N VARIES,REFER TO SCHEDULE - "' - b 4 �� d'-T q FOUNDATION AT SITE WALL P112 ERIMETER FOUNDATION WALL n FOUNDATION WALL Q COLUMN PIER �i2�INTERIOR FOOTING DETAIL ^ FOUNDATION WALL p STOREFRONT FOUNDATION WALL Q ENTRANCE `�� 1/2"-V-V 1/2'=1'•G' - � 1/2'=1'-G° 5 1/2'=1'-0' PRECAST CONCRETE 1"I• 2x7x1/4•STL TUBE 1'-1' CAP AT HAILING POSTS 7x2'x1/4'BTL TUBE 1'-1' TOPOFWALL AT RAILING POSTS SEE DWG.SI.02 WELD TO PLATE 3' WELD TO PLATE 3• 9Y2 3Y2 O 3Y2 1Y2 y1'x 12 ANCHOR BOLTS 3Y2 /Y2 N 5'18'xI'PLATE W/(2)�' F7TYP.®RAMP 8 TERRACE WITH 4•PROJECTION IY2 8• 1Yz' IY2' BY2 5NB.*PLATE W/(2)P XW LG.EPDXY BOLTS RAILINOB W/NUT®BOTTOM XB'W.EPDXY BOLTS 71VP.®RAMP 8 TERRACE PRECAST CONCRETE HSS COLUMN RAILINGS SEALANT ('+ 1YxIV#3TIES h 17 x14'N3TIE8 PRECAST CONCRETE CAP 1'COW MN BASE PLATE 1/4'LEVELING PLATE B'B</B CONCRETE TERRACE PAVERS-SEE PLAN TOP OF WALL TOP OF PIER 31V NON SHRINK GROUT a17 O.C.8 ®17 O.C.6 CAP VENEERSTONE 6° DOUBLED AT TOP DOUBLED AT TOP SLAB/TERRACE SEE DWG.S1.02 L.E.P OF TERRACE PAVERS TOP OF WALL pgySgg.SpE PUN SYSTEM-INSTALL PEA 1 DWG.S1.02 ELEV.100-7 17 4 b A TOPO MFRS.INSTRUCTIONS O SEE DWO.61.02 ATOP OF TERRACE PAYERS N SEE DWG.81.02 V SEE DWG.B1.02 VENEER STONE ° ° 3/4'THK BASE ° N SYSTEM-INSTALLPER VENEER STONE _ // H LEVELLING RATE SYSTEM-INSTALL PER MFRS.INSTRUCTIONS L yq'THON IN' MFR'B.INSTRUCTIONS - BEE SMEAR WAL1S CLEAN GRANUUR FlLL 1'�' FOR BASE FASTENING H886X 10' PLATE ON I/4' CLEAN GRANULAR FILL U:VEW NG RATE 10 MIL VAPOR RETARDER, GI DETAIL® DETAIL® LAP JOINTS MINIMUM 1P LIGHT GAGE METAL FINISH GRADE,REFER FlNISH GRADE,REFER STUD TRACK �' 12 12.1 TO CMLDRANANO9 CLEAN GRANULAR FILL TO CIVIL DRAWINGS 1 U e 8'CONC SLAB TRAFFIC SEALANT uN{ FINISH GRADE,REFER 7$ 7$ 7$ i V AT RAMP g TO CIVIL DRAWINGS TRAFFIC SEALANT g 'NA ca ELEVH FLOOR ri TRAFFIC SEALANT > TOP FFT0:33'$ _ V, _ ++ ca 10MILVAPO '- =III I� III a N a RETARDER N > CLEAN GRANULAR ; III III-' •� '�n FILL _T BYi 3' I-III III VJ 1'$ _ d)NB'e VFAT.W/ TOP OF PIFA i (A N3 TIES®17 O.C, 4 •..N DOUBLE RTOP, ELEV.100.2 ' N < `u (2)NSs CONT. BARS®17 O.C.EA WAY TI TYPICAL AT EACH COLUMN N6 BARS®17 O.C.EA.WAY NB BAR5®1 Y O.C.EA.WAY Ico c ) c UNLESSEONP N68 EACH WAY,REFER - O ca T OTHERWISE ON PLAN 1'$ 7.6• N6 DOWELS®1Y O.C. - - - _B4 1 TOP OFFTG. TOFOOTING SCHEDULE 1'$ 8. Y-4' IS DOWELS 012.O.C. 1'$ 8.� 7i' NS DOWELS®IY O.C. TOP OF FTO: #SRARSOITO.C. B3'$U.N.O. N SEE DWG.S1.02 y TOP OF FTG- N6 BARS 012 O.C. N YB BARB®17O.C. N (6)N6e CONTINUOUS N TOP OF FIG: 12 17 SEE DWG.51.02 < BL 1'J�y' 7 11 q• (4)N6'e CONTINUOUS BEE DWG.81.02 (4)N6e CONTINUOUS snt a •SEE FOUNDATION PLAN I - N I( L S,-0, L h -Ss INTERIOR STRIP FOOTING SECTION FOUNDATION WALL Al RAMP�fERRACE 1Q \PORTE COCHERE PIER SECTION �0 \ PORTE COCHERE PIER PLAN i n FOUNDATION WALL QRAMP/STAIRS/TERRACE i FOUNDATION WALL Q TERRACE 1/2'=1'-0• V 1/r=1'-0' 1/Y=1'-0' L V 1/2'm 1'-0' I I 1/Y=1'-0' C7 z F TRAFFIC GRADE 7-W VARIESSEE PLAN s . SEALANT t/ PLATFORM 17 TREADS 2 4'SLAB WRH FlBERMESH, - CONC.SLABAERF 4'SLAB WITH FISERMESH, PAWR"EE RAN 3000 PSI CONCRETE WITH FIBERMESH u. 30W PSI CONCRETE N4 BARS AT 24.O.C.LNTO 24' O C.INTO SLAB *4 BAR AT 2Y O.C.INTO#4 BARS AT 2W21• N4 BARS AT 26' rONT.GALV. Q SLAB MID-DEPTH MI0.DEPM SLAB MID-DEPTH 24.1 D.C.ID PMB NONSLIP NOSING Z MJ FINIS M5 NOSING BAR A FINI6H FLOOR a�gy O ELEV. ELEV. 1 •NDSI 10 c4v H®24.O.C. bT d'BLAB WITH FlBERMESH, NSCONTIN000S 10 MIL VAPOR RETARDER, 10 MIL VAPOR RETARDER 4000 PSI CONCRETE lT CONCRETE 6LABSEE RAN ST LAP JOINTS MINIMUM IO' 6"4 1'$ LAP JOINTS MINIMUM 10 T"1Y2 1'$ N4®17O.C. FINISH SLOPE OF FAMP EACH WAY CLEAN GRANULAR FILL 1'$ y CLEAN GRANULAR SILL 1,-0, N (2)N8'4 CONTINUOUS SEE�VV�(IS @� N5 DOWELS AT 24.O.C. N5 DOWELS AT 24.O.C. 0' (2)NS BARS TOP AND BOTTOM 10' TOP OF FOOTING (TYPICAL) WATERSTOP (2)N6 BARS TOP AND BOTTOM WATERSTOP CLEAN GRANULAR FILL u_ (TYPICAL) 83'-0'U.N.O. L- A TOP OF FOOTING I N V W § S " (2)NBb CONTINUOUS § (2)N6'e CONTINUOUS y A TOP OF FOOTING 1FT- CLEANGAw. 11 FILL ELEV.=95'$ N4 H O.C. . ELEV.m 86$ T EACH WAY B 0° • i• • ¢ _ (2)N5'6 CONTINUOUS 2 N6 BARB AT 17 O.C. 7 TOP OF FOOTING F .1.0• 10-Sy 1'$ EACH WAY AT TOP AN S7 83'-0'U.N.O. Z) BOTTOM OF N (2)N8'e CONTINUOUS 125y FOOTIN(D&.AB N A CONCRETE STAIR SECTION NS BAR$AT AN O.C.EACHBOTTOM ; WAY AT TOP AND BOTTOM CONCRETE FILLED 8 OF FOOTINGSLA13 a STEEL PANSTAIR Y-0' O Or p 3 46° STEEL STAIR STRINGER W . .. STEEL CUP ANGLE WITH 7-B'S0. EXPANSION BOLTS (2)N6S CONTINUOUS S' (n N CONRRMSI¢W/SUPPUER / CONCRETE STAIR PAD FULL - El Vz tY-1y 1'$ WIDTH OF STAIR Nb DOWELS 0 3W O.C. • TOP OF FOOTING A ro 4•SLABWITHFIBERMESH. � 12-��RAMPENDDETAIL (2)N69CONTINUOUS 8EE�W'O.51. p�y�l.tinnacl: 11'-TY2 3000 PSI CONCRETE T KAK drawn by KPH a 4 10'MIL VAPOR RETARDER, 8 ELEVATOR FOUNDATION LAP JOINTS io /i�` ELEVATOR FOUNDATION WITH SUMP PIT oR�ANNULAR RAMP WALL DETAIL RL G 1/2°=r{}' �/ 1/2.=1,-p FILL 1 7 FOUNDATION Y=''� DETAILS 7$ a i c STAIR FOOTING .hOGtnumber: LL I C7 p 1/2'=1'-0' C S2.01 LU O W¢ ?� O a o O m 0e1U 6gy�O 7 0� C. 1 1.7 2 3 4 5 8 7 8 8.7 B 8.2 8.8 10 10. 11 12 72.1 13 \N S6 $ U oL U $ $ 6'$ 4'-d' 1a$ 13'$ 1S$ la$ 13'$ 13'$ 6'-B' 4'4• 7-T B'S 2'-T B'$ 11'-1,' 16'$ LIGHTWEIGHT VNCRETEWFFHH.W1.4XWtAWWM LOCATE 1'DOWN FROM TOP OF SLAB. S PE SLAB&DECK AT 1'/Pr. NOTE:THIS LONG SAY IS TO HAVE TEMPORAITY SHORING INSTALLED PRIOR O CASTING CONCRETE AND TO REMAIN UNTIL CONCRE E HAS ATTAINED 28 DAY STRENGTH. 2Y2 2Y2 2Y2 E.O.D. I I I W6 A I I - E.O.D. I E.O.D. _ B 4. 4 _� 6 BRACE D BRACE E D BRACE E D 5 6 9 6 W 34. W 4 H1 M7 H7 Mtx10(8)_______ __ gQ___ __VMlax78......... - "... O TOP OF SLAB 111'$ T H9 M3 S_ g 4ii:!9:.....................ii......i ; 5 34. Al TFi 81 81 :........i:::v:v::.::.:.:.......:.:::: W1 O t NG ti Viiiiiiiiiiiii ............... Y!i!:I:P:? 4 b a 86.01 ti 4' T3i• 'j/.F: v:nl:(va_:iiii: roroFsruoanaat/r - Xs� W e � ;: WI Wt W W4 WtA=D-.��-M W1 Wt : < < (3)SOOS2008B- Ws CI C1 xio:.. ................. :>.if. .�- ar sruDrost m m - -- ct:;; a""'>'"':1....i;....::::;::.:........ ..............::.I..�a�::............ .... 8is1 9, m ram St ;:......!S:!.......iBFiyi%iiii i i?="';..800320088 .:-.::::::::::::: :::::: 84. W1 (POSTUD (2) tiiii:.i:.isv:::.::.:i:::il:::i::::::iiiii......:i C,:v:E:::'].:::.:::::::::5 bui I POST FROM �Wt gI � �),:;:;is;:?i;;;;;;;;;;;;;;i'::rSE1��°:j;;;;:_:.:�_:;:j;:; TOPOF STEEL T S4. 1V'PI Wt TOR i ABOVE Ft _ 1 rS MOM ......:::::.:::::. �:::� BEAM511a4E1?U.N.O. �i� 8 yJ8 8 ❑ OPEN G ( OY4' (3)600520088 r3::: :....::::::::::.-:.,:... _ _ Hy ...................::.1:4:iP:::(::::5:::::4 BRACE EC - _ - BRACE EC - - - BRACE EC - _ 1 - 4 - :i..:..:,r:li.:,.._........A!;_1i_iii'_ii: POSTF OM .........................::i..;_:y_::..:.v:iiiii: SiSigt gt �81 81 91 B (3)g0092008g 10 ABOVE qA. g((4::!r:(ii:v:i:viiiiii:9ii:::•::................ T 4 3 se. 91 61 61 a/::.>::;>;u•»;>:c;:ss::;;:.R:................... -�� STU Sf 84.02 B("iii:4ii:(!(ii:ii::! ......................... U) BRACE EC WS BRACE EC W6 WB BRACE EC is . - -Op ........... SI 5 6 (3)600320088 4 84. S U M3 Wt i W, W1 W1 W1 W1 W1 W1 9i.......................................... CIS 54.02 e gt g ri:.........::::::i......ii iiiii iii:! NN < a Si a Si �1 <SIX �91 31 < r�1 31 < 9t T �8i < is:i:i: f:::i?i:.ii:::h}}::`:: ys� m yF� ii.i;???%:..":`"....... :......:::...... Clct _ - D.5 N a 61NI a .:: .:.: W..:.:.:l::i:::.:.::::......::.... SI 56.01 ::l:::Fi:Ai:.::: ........ -" N HS58X3 ...: .............F::::.......:..... :4 6 S1 . .....:.... O HSSBXB Ht HI HI HI HI HI HI HI W10v128 .::.{:::::�:::• :�"W1Bx2B(8)?::!;:;: ; BRACE E D BRACE E D BRACE E D 2 i:iiiiiiiiii is Ci E 2Y2 W5 E.O.D. SI-3•VULC -.EC.l.GAO.....000PSI g W6 E.O.D. w E.O.D. n LIGHTWEIG TCONCRETEWITHSX&W,. 1.4WWM 8d� LOC TED 1-DOWN FROM TOP OF PLAN ; NORTHMErA i SECOND FLOOR FRAMING PLAN Z 4� STUD CHDULE FOR STUO WAUJFBEEWALL O STUD SCHEDULE FOR STUD 517E AND SPACING WALL STUD FRAMING SCHEDULE HEADER SCHEDULE ELEVATED CONCRETE SLAB SCHEDULE [&J DESIGNATION LOCATION DESCRIPTION NOTES DESIGNATION DESCRIPTION NOTES DESIGNATION DESCRIPTION - NOTES ¢ - - W1 1ST FLOOR INTERIOR BEARING WALLS gWS20088 DALY.STUDS®18.O.C. _ BOXED B00164 WTH 800TI 2543 TRACK SIMPSON SSG.25 CUP AT TOP OF JAMBS WITH(4)#10 S1 51/r OF 3.600 PSI LIGHTWEIGHT CONCRETE ON 3•VUIB COMPOSITE DECK 14 GA TOP TRACK M07512548) HI TOP AND GOTTOMCUT BACK TRACK FOR SCREWS TO JAMB AND 0.145 PAFS TO DECK OR BEAM 01OV4,1W&I WWM LOCATED,'DOWN FROM TOP OF SUB 1B GA BOTTOM TRACK MODS12&0 HEADER WEBS TO ATTACH TO 6800T20043 SEE W34.02 POF 3.500 PSI UGHIWEIGFR CONCREEON 9'WIS COMP09TIE DECK SHORING W2 2ND FLOOR INTERIOR BEARING WALLS BWS2008/GALV.STUDS 0 IS-O.C. TRACK FASTENED TOJAMBSTUDORTO S2 Bv&W@.6OO PS WWMLOCATEDI'DOETEWN ON 3VUI TOPSC MP SHORING ,4 GA TOP TRACK(BOOS125E8) - TRCK CLOSURE OF MINIMUM 16 GAGE,18 RED GA BOTTOM TRACK(6008126-4T) FASTEN TRACK TO JAMB WTIH(8)NO.12-14 gg 3-TYPE N METAL ROOF DECK-16 WE, SCREWS AND FASTEN EACH HEADER W3 3RD&4TH FUROR INTERIOR BEARING WALLS 6MS18243 OALV.STUDS 0Ir O.C. MEMBER TO TRACK FLANGE WITH(4)NO. IL- 14 M TOP TRACK(SDDS125EB) 12.14 SCREWS. (10)-INDICATES NUMBER OF X q STUDS SPACED EVENLY 1B GA BOTTOM iRACN(5003728-13) ALONG TOP OF BEAM W4 EXTERIOR BEARING WALL-ALL FLOOR LEVELS 50091624E DALY.STUDS®is-O.C.' BOOS20054 GALV.JAMB STUDS SIMPSON SSC4.25 CUP AT TOP OF JAMBS WITH(4)010 14 GA TOP TRACK(80051254M - H2 603T12554HFADTRACK SCREWS TO JAMB AND(3)0,145 PAPS TO OECK OR BEAM III GA BOTTOM TRACK(80U312&43) GTMECN LOIAEF4 600T12543 SILL TRACK STAIR FRAMING SIMPSON SSG.26 CUP AT TOP OF JAMBS WHIN(4)HU 1)DECK AT MAIN FLOOR LEVELS IS PART OF STRUCTURE. W6 EXTERIOR NON4AAD BEARING WALLS. 6=16243 GALV.STUDS®Ir O.C. 6O0&20054 GALV.JAMB STUDS 2)STAIR SUPPUER WILL USE HSSaXS BEAMS TO SUPPORT THEIR STAIRS 2 ALL LEVELS 14 GA TOP&16 GA BOTTOM TRACKS - HIS8DDT12b54 SILL&HEAD TRACK SCREWS TO'"BAND 0,145 PAFS TO DECK OR BEAM 3)STAIR SUPPUER PROVIDES INTERMEDIATE LANDINGS U SEE 554.01 4)PROVIDE TRIPLE STUD UNDER HSSBXS BEAMS-COORDINATE ELEVATIONS W/ARCHITECTURAL DWGS. W8 CORRIDOR WAUJ3 AT BRACE LOGTONS BODS162.43 BRACED OALV.STUDS 4018.O.a (2)`•4 ANGLES44CK TO BACK MINIMUM r BEARING ON STUD WALLS AT EACH END. 14 GA TOP&18 GA BOTTOM TRACKS - H4 (3)GALV.STUDS POBT-STUDS AS SHOWN ON PROVIDE(2)HOLES IN EACH ANGLE FOR 012 SCREWS TO WALL STUD SCHEDULE TOP TRACK Zp VA ANGLE AT FLOOR DECKABOVE OPENING MINIMUM 6'BEARING ON STUD WALLS AT EACH END. O („) H5 (3)DALV.STUDS POST-MDS AS SHOWN ON W 8 WALL STUD SCHEDULE - OC BOXED 10006162.6E WITH 6OOT12S43 TRACK TOP SEE 1151.02 - COLUMN SCHEDULE LIGHT GAGE DESIGNATIONS HB &BOTTOMC EII 6NUf 31CNT0.40(FOR NEAOWEBB D a MARK DESIGNATION THICKNESS MOE TO ATTACH TO ODDT20M TRACK FASTENED TO S JAMB D OR TO TRACK OLOSURE OF SAME N Ct HSS Sv5v1/4' BB 11 MINIMUM IS.WE. C2 HSS&Sav 84 18 FASTEN TRACK TO JAMB WTN 05)NO.12-11 Proleeterohlte0t: �I( SCREWS AND FASTEN EACH HEADER MEMBER TO C3 HS85x6x12' 43 1B TRACK FLANGE WITH M NO.I2-I4 SCREWS, 33 20 a eWn by: KPH HEADER LENGTHS IR ROUGH OPENING+WIDTH OF GDCS162:irX11 STUD JACK STUDS REQUIRED. 60OS20D B•X2'STUD LOAD BEARING HEADERS SHALL HAVE(3)STUD POST FOR SUPPORT(U.N.O.)TYPICAL !? B00T126 B'Xl?TRACK ALL POSTS SHALL CONTINUE TO FOUNDATION OR TO STRUCTURAL STEEL BOOT200-S'XT TRACK ,000s1e2_,ax,q'BruD SECOND FLOOR FRAMING a PLAN e shl t number. IL S3.01. LU 6 $ i 3:oZ r a o0 �p �S Lucc) z 5 7 B B.7 TZ 9.28.810. 0 8IS, � 13'-0• B''S' 4'-4• -r B'-5• r-r 90 1T-11' 14'$ 2X 8T 12 2Y2 q114. E.O.D. 6 6 �) POST E.O.D. D _ H H1 BRACE ED H1 H1 BRACE PE0 W8 W8 F` W5 W ` H1 H1 BRACE ED H7 91 W5 H1 Ht N' O B O 8'-2' 0. uj _1, _ r1 2y 4 2 W2 W2 [a Y W2 E.O.D. N ci (3)SOOS2008B Y 9' C1 4 `�W i rvV I 'I� y STUD POST to 3 81 ) I LC � 81 `1 81 91 81 81 SI ` ^' 4Yd CL0. O�)TOP OF SUB 120A' STU �� W4IL TOP OF STUDS -21/1' WBH44 BRACE E C BRACE E C 8 (3)8008200SB 10 4 s1 31 _si I 81 B s, 81 1 _ei 1 sa. 8 uo vosr B4. 81 g 31 1 Si i 4 RACE_EC BRACE EC WB BRACE ECG _ O �y (3)800320OS8 _ r `u STUD POST T oc TYPI D.1 y LE 4 W2 W2 N H3 co e'z D.3 • co 91 od- x '�n a 81 I a Ell 81 a `1 111 a 811 Ellm 81 m V, UJ (FFC i D.5 CZ C •C o.e N C A W 4 cl W = O � 2Yz 4 HSSB%B 0 31 54.01 N HBSBXS H1 H1 M1 H1 H1 H, H1 H1 H1 E �� BRACEFEO BRACE ED WS BRACE[PED W5 2Y E.O.D. 81-3•VULC Vl10ECK 11 GAGE WITH 52f5I10W PE' B FO.D. .RIG UGHTWEIGHT NCRETS WITH BX&W1.4XW1KWWM 34' W LOCATED 1•DOWN FROM TOP OF SlAB� PLAN ; NORTH i `THIRD FLOOR FRAMING PLAN Ire°=ro Z METALSTUDL=BEARING WAU.S SEE WALL O STUD SCHEDULE FOR STUD SIM AND SPACING WALL STUD FRAMING SCHEDULE HEADER SCHEDULE ELEVATED CONCRETE SLAB SCHEDULE DESIGNATION LOCATION. DESCRIPTION NOTES DESIGNATION DESCRIPTION NOTES DESIGNATION OESCRIPTON NOTES . - WI 1ST FLOOR INTERIOR BEARING WALLS 60011200811 GALV STUDS®1B'D.C. _ BOXED B00S/8254 WITH S T12543 TRACK SIMPSON SSC4.23 CLIP AT TOP OF JAMBS WITH(4)*10 Si S1/70F3,5ODPSIU HTWEIGHT CONCRETE ON 3'VUI6COMFOSITE DECK 140A.TOPTRACK(BDDS12558) H1 TOPANDBOTTOMLUTB4CKTRACKFOR SCREWS TO JAMB AND 0.145 PAPS TO DECK OR BEAM �' M.M. WWM LOCATED I-DOWN FROM TOP OF SUB. 1B GA BOTTOM TRACK MOOS12543) HEADER WEBSTOATTACHTOBSWT20043 SEE SS442 8'OF3,5W PSI LIGHTWEIGHT CONCRETE ON 3'VU IB COMPOSITE DECK SHORING W2 2ND FLOOR INTERIOR BEARING WALLS 6WS20O64 GALV.STUDS 01 w D.C. TRACK FASTENED TO JAMB STUD OR TO ��- &S.W21 N12.1 WWM LOCATED V DOWN FROM TOP OF BLAB. REQUIRED TRCK CLOSURE OF MINIMUM 18 GAGE 14 GA TOP TRACK(BOOS12688) FASTENTRACK TOJAMBWTIH(B)N0.12.14 89_ YTYPE NMEtAL ROOF DECK-1BGAGE 1B GA BOTTOM TRACK M=1254M SCREWS AND FASTEN EACH HEADER W3 3RD S R FLOOR INTERIOR BEARING WALLS BWS18243 DALY.STUDS®18.O.C. MEMBER TO TRACK FLANGE WITH(4)NO. 14 GA TOP TRACK WW1264M 12.14 SCREWS (10)-INDICATES NUMBER OF X q STUDS SPACED EVENLY 7B GA.BOTTOM TRACK(W0012543) ALONG TOP OF BEAM W4 EXTERIOR BEARING WALL-ALL FLOOR LEVELS 8=16258 GALV.STUDS®IS.O.C, BW6200S4(2ALV.JAMB STUDS SIMPSON 8S01.25 CUP AT TOP OF JAMBS WITH(4)410 148ATOPTRACK(SW312658) — H2 SOOT121_4 HEAD TRACK SCREWS TO JAMB AND 0.145 PAFS TO DECK OR BEAM 18 GA.BOTTOM TRACK(60D312543) (ATMECKLONBtS GW I2543 SILL TRACK STAIR FRAMING - 1)DECK AT MAIN FLOOR LEVELS IS PART OF STRUCTURE. INS EXTERIORNON4OAD BEARING WAILS 8=18243 GALV.STUDS 91 Ir O.C. _ 60Q520DSM1 OALV.JAMB STUDS SIMPSON SSC4.25 CLIP AT TOP OF JAMBS WITH!(4)#10 2)STAIR SUPPLIER WILL USE HSSBXB BEAMS TO SUPPORT THEIR STAIRS Z ALL LEVELS 14 GA.TOPS IBBA BOTTOM TRACKS H3 B00T12654911.1.6 HEAD TRACK SCREWS TO JAMB AND 0.11 PAPS TO DECK OR BEAM 3)STAIR SUPPLIER PROVIDES INTERMEDIATE LANDINGS SEE 8/S4.01 4)PROVIDE TRIPLE STUD UNDER HSS6X6 BEAMS-COORDINATE ELEVATIONS W/ARCHITECTURAL DWOS. CJ WB CORRIDOR WALLS AT BRACE—ONB —1—BRACED GALV.STUDS 11111 D.C. (2)5X+`IV ANGLESIBACK TO BACK MINIMUM W BEARING ON STUD WALLS AT EACH END. 14 GA TOP S,B GA.BOTTOM TRACKSH4 (3)CV•LV.STUDS POST.4TLIDS AS SHOWN ON PROVIDE(2)HOLES IN EACH ANGLE FOR i12 SCREWS TO WALL STUD SCHEDULE TOP TRACK Z 94 ANGLE AT FLOOR DECK ABOVE OPENING MINIMUM 8'BEARING ON STUD WALLS AT EACH END. 8 HIS (3)GALV.STUDS POSTSTUp$AS SHOWN ON WALL STUD SCHEDULE O BOXED 1=8162A8 WITH BWT12543 TRACK TOP SEE 8184.02 - tD HB B BOTTOMOJT BACK TRACK FOR HEADER WEBS COLUMN SCHEDULE LIGHT GAGE DESIGNATIONS TOATTACHTO6WTSDDm TRAcKFASiENEDTO MARK H. NATION TIICMESS GAGE JAMB MOOR TO TRIO(CLOSURE OF SAME - C1 H. Say IA BB 14 MINMUNNOMLE - C2 HSS SxKUB' 64 1B FASTEN TRACKT0AMBWRN(15)NO 12-14 SCREWS AND FASTEN EACH HEADER MEMBER N Pro)eot BroMteet: C3 H996KSi1/2' 43 18 TRICK FLANGE WITH(7)NO.15H SCREWS. KAK ma—Iy: KPH HEADER LENGTHS=ROUGH OPENING+WIDTH OF SOOS182 WX1B'STUD JACK STUDS REQUIRED. a SDDS200.WXr STUD LOAD BEARING HEADERS SHALL HAVE IS)STUD POST FOR SUPPORT(U.N.O.)TYPICAL BOOTI26�8'Xl?TRACK ALL POSTS SHALL CONTINUE TO FOUNDATION OR TO STRUCTURAL STEEL iV BOOT200DSI82 I1IZ 10'%TRACK THIRD FLOOR 10005182. 1r STUD FRAMING s PLAN 2 ' IVleet number: LL S3.02 8 W o �� UJ' a �'o W, ° CL RF F ~ Ory 0N i, S III T ., T T 8 8.7 9 9.2 8C. .8 10 10. T 12 12.1 T ,ZU °dLLz D U _a v 4r SS' 4'4' 13'-0' 13'4Y 13'41' 1G4t 13'-0' 134Y B'$ A'-4' 2-r B'S' 2'•T SS' 11'-1 t' I4'S' 2Y' 2Y E.O.D. /. (3) B m POST E.O.D. _ q H, HI BRACE 94.ED HI Ht BRACE YPED 5 5 (T W A Ht HI BRACE ED H1 S1 6 HI Hi t4'+ 8'-2- 11 B 7wa 84.01 W RW3 m m 4' 0 3 m EA?D. N 0 Ov O (8TU8 OS200-611 q y( C1 4 `�d 81 p �Bi Si Si Si Si g �1 Bt 81 `1 8 61 F _ II S4. 75 1 ffi -1f'• 4Y4 CLR. B.7 O GA. W3 TOP OF BLAB/36i• 5 �p 3 '�� )800920088 T OR^ M y W8 TOP OF 8TU08 -107/Y 94. W8 � OPEN) - � 10 BRACE E C BRACE E C BRACE TYPE C M4 1 4 81 �t Sl ^l �1 r1 ist 6e (3STTUUD POST 8 i LP C i1 s, �i et F v ' _ BRACE_E C 6 BRACE TYPE C BRACE TYPE C We �t � ��� L STUD P0ST T :3 D.1 y U H3 LIE.lz �n 2, W9 W3 W3 3 F FffD.3 .� a) � a Ella a Sia r.1 Sia Sia �/ a r1 -a ri a St SI W3 81 (n SS _ +� D.s w{ C C J2' 0. .. N H558X8 34.01 jN p � 81 N � H66flY8 H1 H1 JL H1 HI H1 H1 Hi H1 HI E 2Y2' BRACE FE D BRACE FPC D BRACE TYPE D A E.O.D. 6 6 EO.D, w 0 61-30 VtILCRAFT VU DECK IB GAGE 5k3,000 PSI �� uj UGHTWT:IGHT CONCRETE WITH 6X6-W AXW1.4 WWM LOCATED 1'DOWN FROM TOP OF SLAB PLAN ; NORTH / , \ FOURTH FLOOR FRAMING PLAN Z METALSTUD LCA)SEARING WAUS WALL Q STUD SCHEDULE FOR STUD SUE AND SPACING (Cn WALL STUD FRAMING SCHEDULE HEADER SCHEDULE ELEVATED CONCRETE SLAB SCHEDULE DESIGNATION LOCATION DESCRIPTION NOTES DESIGNATION DESCRIPTION NOTES - DESIGNATION DESCRIPTION NOTES . • W/ 1ST FLOOR INTERIOR BEARING WALLS S0DS2W88 GALV.STUDS 0 Ir O.C. BOXED fi00S182. WITH"DOTS TRACK SIMPSON SSC4.26 CUP AT TOP OFJAM06 WITH(4)I10 SI St/2.OF3,SOO PSI UGHTWEIGHTCONCRETE ON 3•VUI6COMPOSrTE DECK 14 GA TOP TRACK(6D03125A B 88) - H, TOP AND SOTTOMCUT BACK TRUCK FOR SCREWS TO JAMB AND 0.1AS PAFS TO DECK OR BEAM Sa W2IMZI WWM LOCATED V DOWN FROM TOP OF SUB. 18 GAL TRACK HEADER WEBS TO ATTACH TO BS00T2W43 SEE B/S4 .02 6-OF3,500 PSI LIGHTWEIGHT CONCRETE ON 3'VUI6 COMPOSITE DECK SHORING W2 2ND FLOOR INTERIOR BEARING WALLS BOOSW0 DAILY.STUDS 019'O.C. TACK TRACK FASTENED TO JAMB STUD OR TO BAi W2,1 W12.1 W WM LOCATED 1'DOV/N FROM TOP OF BLAB. REQUIRED 18 GA BOTTOM TRACK 80091 14 GA TOP TRACK(IRONIES(SMI 2541)) FAST CLOSURE OF MINIMUM 1B GAGE EN TRACK TO JAMB WTH(8)NO.12.14 S3 3'TYPE N METAL ROOF DEC*18 WE. SCREWS AND FASTEN EACH HEADER W3 3RD A 4TH FLOOR INTERIOR BEARING WALLS 6M IS243(ULV.STUDS 018'O.C. MEMBER TO TRACK FLANGE WITH(4)NO. 14 GA TOP TRACT((6DDS125SB) 12.14 SCREWS' (10)-INDICATES NUMBER OF t X 4?STUDS SPACED EVENLY 18 GA.BOTTOM TRACK(WOS12543) ALONG TOP OF BEAM W4 EXTERIOR BEARING WALLALL FLOOR LEVELS SJOS1628B GALV.STUDS 016.O.C. 6WS20D64 GALV.JAMB STUDS SIMPSON 66CA.26 CUP AT TOP OF JAMSS WITH(4)/10,' ,4 GA TOP TRACK(80G412SS8) _ H2 600T12564 HEAD TRACK SCREWSTOJAMBAND(3)O.NSPAFSTODECKORBEAM, - 18GASOTTOMTRACK(S00S12843) NT MECH.LOUVERS)WU12543 SILL TRACK STAIR FRAMING _ 1)DECK AT MAIN FLOOR LEVELS IS PART OF STRUCTURE. Z W6 EXTERIOR NON-LOAD BEARING WALLS- 50091824.E OALV.STUDS 018'O.C. _ S00S20G,%GALV.JAMB STUDS 8MPSON SSC4.25 CUP AT TOP OF JAMBS WITH(4)#10 2)STAIR SUPPLIER WILL USE HSS8X8 BEAMS TO SUPPORT THEIR STAIRS ALL LEVELS 14(SA TOP 616 DA.BOTTOMTRACK9 H3 SCREWS TO JAMB AND(3)0 IAA PAPS TO DECK OR BEAM 3)STAIR SUPPLIER PROVIDES INTERMEDIATE LANDINGS BOOT1266/SILL 8 HEAD TRACK SEE W&4,01 4)PROVIDE TRIPLE STUD UNDER HSS8XB BEAMS-COORDINATE ELEVATIONS W/ARCHITECTURAL DWGS. W8 CORRIDOR WALLS AT BRACE LOCATIONS 600516243 BRACED GALV.STUDS 018'O.C. (2)MA ANGLES-BACKTO BACK MINIMUM 6'BEARING ON STUD WALLS AT EACH END. 14 GA TOP 5/8 GA BOTTOM TRACKS - H4 (3)DAILY.STUDS POST-STUDS AS SHOWN ON PROVIDE(2)HOLES IN EACH ANGLE FOR#12 SCREWS TO WALL STUD SCHEDULE TOP TRACK o U- oo 6'4 ANGLE AT FLOOR DECKABOVE OPENING MINIMUM S BEARING ON STUD WALLS AT EACH END. H5 (3)GALV.STUDS POSTSTUDS AS SHOWN ON 0 WALL STUD SCHEDULE W lL BOXEDOM-CU6288KWITHTRACK CKFO H3 DERWEBP TRACK SEE B/84.02 7 COLUMN SCHEDULE UGMT GAGE DESIGNATIONS HE 880TTOMCU7 BACK TRAp(Fgi HEADEHWEBS MARK DESIGNATION THICKNESS GAGE TO ATTACH TO 800T20O89 TRACK FASTENED TO S JAMB STUD OR TO TRACK CLOSURE OF SAME Cl H5&6+6a1/4' 68 14 MINIMUM 14 GAGE - C2 H5S 5a5YiI8' S4 18 FASTEN TRACK TO JAMB WRN OGNO.1244 SCREWSARDFASIENEACHHEAOFA MEMBERTO Plnle0t erohlteet: KAK C3 HSS 6a6a1/2' 43 18 TRACK FIANCE WRH(lI N0.1814 fiCI6:WS. 20 ae.W1 by: KPH HEADER LENGTHS.ROUGH OPENING+WIDTH OF ti 6003182=8-XIQ•STUD JACK STUDS REQUIRED, SOOS200-6'R2•STUD LOAD BEARING HEADERS SHALL HAVE(3)STUD POST FOR SUPPORT N.N.O.)TYPICAL SWI25.6.1(1 j'TRACK ALL POSTS SHALL CONTINUE TO FOUNDATION OR TO STRUCTURAL STEEL GOOT2TRACK IMS1 2 ITXlrSTU FOURTH FLOOR 100pS182^,0'x,r STUD ' FRAMING $ PLAN ' L ot number: LL S3.03 wog , a Qo O N d q F= o q, 8.7 N C. s4.o3 t1D TOPOFOECKBEARING ANGLE S EXTERIOR WALL,U.N.O. 94.03 149'-3• S S4.031 TOPOFDECKBEARING ANGLE SLOPES AT j•rr. S3 I W9 • (3)800.R20668 7 STUD POST S4.03 W3 ON.TO FOUNDATION TOPOF DECKBEARING TOP OF DECKBEARING ANGLE® IS3 I ANGLE® . ELEVATOR WAALL,U.N.O. THIS WALL-11B-tp 14 W3 25— T- S-B' d? 13'-0 14'$ 13 A . /74 T -0 T 9 T -0 T -0 T S 7V�Tr.r777-r7 681 11'-11• ff-w TO i L 2Yz I(x)eodszoo4le xy2 0A . Er22--H OD 1 8TU POST E.O.D. - C ` ' N BRACE ED - H1 Ht BRACE EDH1 H1 BRACE ED `1H1 W6 WS 1 1 M7 S4. a W ic W3 Sr W3 c§ o.D.25 W3 , ,IN WJ W3 W3 E: qT��!FMMED O,rr,,��',,'``IIIN,,``��` B W5XS)tMGL�FiIA)AEEE.O.aQ �(3)eooaza�ee 'v ct 4 °wL A STUD POST srAIR -�NI �{ � C •C SFRAMED YSI�ANOLE(FRAME F 2 O = A x W3 W3 2 RTU FRAME- '� (9)800820088 . $4.03 m W PMt ANGLEFRAME V ST POST - M 4 WS INS Wa OPENINR UNITWOT.• 4 H4 1 1,030t _r 4 ClA — BRACE EC BRACE EC BRACE EC C (3)fi00S2008B s3 sa �_ sruD Posr �. LOW POI OF ROOF IEVEI(AT We LOW POINT OF F LEVEL(dT BRACE EC _ BRACE EC _ — BRACE EC — BRACE EC — D (3)TUD POST J-m Wd WB W3 UNIT WGT: STUD POST D.1 B22f - W3 W3 g W3 3 RTU FRAME. 4 }; 37(54 ANGLE FRAME 8 D.3 DECK SU Si — IL — _ — -_ — — W3 S1BX}ANOIE FAAME a a a 83 yy Aa 89 a 83 a 93 a S3 a 99 Dla S3 a S3 S3 a Z E O }� $. — -LV— _ y- — — 60d rr c /; 4y y 3 DECI(SUPPORT- r-1p — - d — — ¢¢m W4 : X ,5X51�'ANOLE FRAME w 2Y W4 STAIR W3 PENING E.O.O. TOP OF DECK BEARING - ANGLE® d St b 6 THIS WALL-149'-10• H W b 94.01 ,03 50. — H1 Hl H7 H1 H1 Hl H7 H1 H7 H1 — — - O 4 ' BRACE E D BRACE E D BMCEFE D E ' O•D. 5'N TLL 9U AT WINDOW W5 1 W5 3 S WS E.O.D. w T 2 Y2IL T ALLOW UDWALLTO- R NBEHIN WINDOW $4. 34. SM1. S J. SECT' . 6/A5.02 5 S3 5 84M B4'ro ' TOP OF DECK BEARINGQ TOP OF DECKBEARING EXTERIOR WALL,U.N.O. O ANGLE SLOPE9 AT 3°/FT. 140-7 U ,� 33-9'VULCRAFf IB GAGE TVPENDECK W3 Zo 8 g W3 TOP OF DECK BEARING q ANGLE Q W W EXTERIOR WALL,U.N.O. 14a-3° W3 S . project erohltect: KAK ereWDL>y KPH 1' PLAN O NORTH ROOF FRAMING PLAN ROOF FRAMING a PLAN eheeT D�robe,: S3.04 m �o 7 ui �w t¢ a ko 010, 03 UJZ A� O z 6da 0 g e 0 0D C. - a a NIC) "a • ,� 5 6 7 8. 5.7 9 9.2 9.310 10. 11 12 12.1 13 e-e' a'-e• tao• t3-0• tr-v 73'-0• t3'-0• tsa' a-e• a'<• r-r ens rr e'-e• tr-tt• u'a• - W L I _I '.I I ovER-BUILD I I I s ovER-euILD I I I I I I I I I I I 0 GABLE FRAMING t GABLE FRAMING _ _ _- _ — L UNE OF E%TERIO W BELOW _ — _ _ — _ /^•� -- ----------- -- -- -- -Q _ - ---- - =� --P CH O IN I — �— I— I — — — I — I — — I — I — — j-I' � — — � — —ems — — — e.a •� � y I I I I I I II O o a co I' II I 1 I I I I RIDGEI III >q I I I I I I I I I I I I 1 I I I h 1 18•META I STIR 1 1 D.1 R00 FRA ING IC F I I I I I I I I I I I I II I I IIIIIII I I I I I I I I I I I I I I� I ail LINE FE%TERI 3RWALL BELOW I � -MON PT HROOF RA IN ler C. _—_-------------- L I t OVER-BARD GABLE FRAMING �'� BC GABLE FRAMING, Z pOp 8 Ws pmlect KAK eromtecr. a O ��OOF FRAMING PLAN d e Vn KPH PLAN ' , NORTH ROOF FRAMING— LT. GAGE 2 � � sheet number: S3.05 WZ S LD WALL STUD,SEE WALL TVPES L1J of LS2.01 FOR 912E AND GAUGE. + ` - w 1'-r MIN.LONG STUD BLOCK SAME SIZE AND JAMB ASSEMBLY.SEE SCHEDULE FOR SIZE, $ GAUGE MATCH WALL STUD(UNPUNCHED) t1b16 SCREWS 1'FROM PUNCH MIN.SPACE GAGE 8 COMPONENTS(TYP) x e o 0'D /// SCREWS I'O/C SCREW QUANTITY A8 RE PER DESIGN LT.GAGE U CHANNEL BRACING- PROVIDE AT MID-HEIG14T OF STUDS ui m MAX.5'FRO M BRACING TO EITHER END OF wm R • STUD LENGTH.COORDINATE STUDS TO Z �., ATTACH TRACK TO CONCRETE USING 0.15T'0 U O n HILTI X-U PAFb WITH 1'MIN.EMBED®140/C SE SCHEDULE FOR CONNECTION ALIGN OPENINGS FOR BRACING U w (UNO)LOCATED AS SHOWN ABOVE.(TY'P) REGUIREMENTS,AT DOpR OPENINGS,TURN RUNNER TRACK HORIZONTAL CUPANGLE LEGONDOORSIDE Q ¢pm UNDER JAMB PORT nyp) co \ ONE(t)-t1b18 SCREW J C. CONCRETE SLAB OR FOUNDATION WALL(BY .IMPS 0N 9UBH 3258YBTEM®18818 \0 c4p OTHERS) GAGE STUDS. U _INTO EACH FLANGE. r—>.CK.EE ELEVATION..SECTIONS FORSIZE DGAGE.FASTEN 91MP9ON MSUBH 326®10 GAGE STUDS u MEMBER OF JAMB WITH(1 010-16 SCREW J 4 RUNNER TRACK PER SIDE(TYP) () ONE I*tIb18 SCREW J CONCRETE SLAB OR FOUNDATION WALL(BY OTHERS) INTO EACH FLANGE. `SEE STUD WALL SCHEDULE FOR STUD SIZE AND SPACING ` WHERE FlELD CUiB CAUSE PUNCHOUf TO - OCCUR AT OR WITHIN B'OF STUDRRACK - INTERSECTION,REINFORCE STUD AS SHOWN. STUD TO TRACK CONNECTION DETAIL �.��REINFORCEMENT DETAIL AT STUD END PUNCHOUT ���JAMB BASE DETAIL BRACING DETAIL IN WALLS No 8rale L No Scale ` v /No Smle Y No Scale N +-J 2 FULL HEIGHT JAMB STUDS.MEMBER SIZES AS RED'D PER DESIGN. ^0 STRUCTURAL STEEL BEAM .if co 6'LONG SECTION OF STUD ATTACHED TO OR ROOF DECK(TYP) L ' JAMB w/(4)t1b18 SCREWS. CRIPPLE STUDS cz 3 / ONE III 01b18 SCREW TYP.EACH FLANGE \T� L INTERIOR WALLSTUDS J cn Uy_ ATTACH EACH TRACK TO STUD USING TWO �/ CONIC.SLAB ON— (2)-010-16 SCREWS®18'O/C. 'c: METAL DECK X % (NOTE-STUD MAY NOT APPLY IF HEADET:IS Cc SINGLE TRACK) FRAME STUDS TIGHT CAP OPENING SIDE OF JAMB wATIACK \ N TO TRACKS • - ATTACHED w/(1)N10.18 SCREW®1B'O/C IN \ SIMPSON SSC0.25 CLIP SCREWED TO STUD cz C •� EACH LEG. t128CREWS®12.O.C. \ AND ATTACHED TO STRUCTURAL STEEL OR C STAGGERE0.LAP DECK MIN. " DECK AS INDICATED 8•IF END CONDITION V O 2 TYPICAL STUD OR JAMB ASSEMBLY .\—Yz' TIGHT TO TOPTRACK MEMBER SIZES ED STUD,D PER DESIGN.RACK3. ' MEMBER 81ZE8 A8 REO'D PER DESIGN. CLIP ANGLE SIZE AS REO'D PER DESIGN. (�) ICAL DETAIL AT INTERIOR STUD BEARING WALL LAY-IN HEADER CONNECTION DETAIL JAMB CONNECTION DETAIL � No Scale \ v I Na Smb / �� No Smle Z _0 U) Ir STEEL MEMBER a I'M'" -.�.�fi ' - - lWN. 23 —MIN. 2 2s/4 CONCRETE�i �- M. TYPICAL WALL STUDS.SEE DRAWINGS FOR SIZE,GAGE 8 SPACING(TYP) FASTEN FLANGES OF STUDS AND TRACKSTOEACHOTHERWTTHA#I(II6 FASTENFLANOESOFSTUDSAND O g -- SCREW®1('O/C ON EACH SIDE(TYP) TRACKS TO EACH OTHER USING A 81b16 FASTEN WEBS OF MEMBERS TO EACH W m SCREW ON EACH SIDE(TYR) OTHER USING(2)-t10-18 SCREWS FASTEOTHER SING OF M 10-18 SCREWS EVERY I6'O/C(fY'P) OTHER USING(2)-tib18 SCREWS � S SEE SCHEDULE FOR COMPOSITION OF EVERY IB'O/CM'P) ' MEMBER(TY'P) / FASTEN FLANGES OF MEMBERS TO EACH— /-- SEE SCHEDULE FOR COMPOSITION OF OTHER USING A tIb16 SCREW 016'O/C MEMER(TYP) pmlect aOhlteet: KAK (TY'P) dawn by. KPH a EDGE DISTANCE&SPACING (:,)8 REQUIREMENTS FOR POWDER- ACTUATED FASTENERS TYPICAL MEMBER ASSEMBLY LIGHT GAGE Na.®le �N. CAL HEADER ASSEMBLY Na3ala �v� ') FRAMING DETAILS shoat numtmr. LL , S4.01 . r CONCRETE SLAB ON - f - METAL DECK SEND WALLS. METAL ECK�ON M DECK CONCRETE LAB ON ER SEE PLANS ��_ 3RD a 4TH LEVELS&ROOF - c . ._. ,_.. 3RD 8 4TH LEVELS&ROOF '3RD 8 4TH LEVELS a ROOF �'J METAL Ld 8 O ui SOREWDECKTOPOP SCREW DECK TO TOP SCREW DECKTO TOP d po TRACK WITH#10 TRACK WITH#10 ' SCREWS AT 12"O/C 3'16 GAGE STRAP BRACING SCREWS AT,Y O/C 3°16 GAGE STRAP BRACING TRACK WITH#10 3"18 GAGE STRAP BRACING (TYP) (2)#10 SCREWS EACH END TEDOUBLE STUD (TYP) .. (e)#10 SCREWS EACH END TO DOUBLE STUD SCREWS A712.O/C p (8)#10 SCREWS EACH END TO DOUBLE STUD (2)#10 SCREWS 70 EACH INTERMEDIATE STUDS m) o HEADER (2)#10 SCREWS TO EACH INTERMEDIATE STUDS (2)#t0 SCREWS TO EACH INTERMEDIATE STUD& (2)8005200.54.POS7• _ O (2)6003200s4 POST- (2)800320054 POST-TYPICAL ALL LEVELS TYPICAL ALL LEVELS - (3)STUD POST AT EACH END OF ANGLE HEADER • TYPICAL ALL LEVELS FROM H N MATCH WALL STUD O M ER BEARING. C S D SIZ E ZE& FROM H - GAGE ERE UP 2 BOOS200 54 POST TYPICAL ALL LEVELS k'n FROM HERE UP / FROM HERE UP _BACK TO BACK ANGLE HEADER-SEE PLANS a 'o DOOR OPENING f EXTEND B'ON70 WALL • WALL PERPENDICULAR H 70 CORRIDOR BASE TRACK FASTENED WITH 0.15T PAP®1Y BASE TRACK FASTENED WITH 0.15T PAP 0 12' BASE TRACK FASTENED WITH 0.15T'PAF®12' CONCRETE SLAB ON O/C(I'm CONCRETE SLAB ON O/C M'P) CONCRETE SLAB ON METAL DECK METAL DECK - METAL DECK BASE LEVEL �.- — 2ND LEVEL 2ND LEVEL I , SCREW DECK TO TOP SCREW DECK TO TOP SCREW DECK TO TOP TRACK WITH#10 \ 5 (1) GAGE STRAP BRACING SCREWS AT 12'O/C 4'18 GAGE STRAP BRACING TRACK WITH 2" TRACK WITH#10 (Typ) (10)#110 SCREWS EACH END TO DOUBLE STUD SCREWS AT 12°O/C a•16 GAGE STRAP BRACING SCREWS AT tY O/C es. (10)#10 SCREWS EACH END TO DOUBLE STUD (2)#10 SCREWS TO EACH INTERMEDIATE STUDS ) (10)#10 SCREWS EACH END TO DOUBLE STUD (,yp) (2j#10 SCREWS TO EACH INTERMEDIATE STUDS (2)60OS20088 POST (2)#0 SCREWS S TO HEADER (2)#10 SCREWS TO EACH INTERMEDIATE STUDS (3)STUD POST AT EACH END OF ANGLE HEADER (2)ODOS200-68 POST (2)6008200.8.POST BEARING.MATCH WALL STUD SIZE&GAGE �)> � I (2)BOOS200.54 POST.TYPICAL EI(T'ERIOR WALL EXTERIOR WALL AT All LEVEl3 DOOR OPENING WALL PERPENDICULAR WALL PERPENDICULAR INTERIOR WALL 70 CORRIDOR TO CORRIDOR BASE TRACK FASTENED WRH 0.15A PAF®17 BASE TRACK FASTENED WITH 0.1ST PAP @ 1 Y 16 GA(43)STUDS BASE TRACK FASTENED WITH 0.157'PAP®1 Y (TY O/C(TYP) - O/C(TYP) (TYPICAL) O/C P) 1 ST LEVEL 1 ST LEVEL 1 ST LEVEL I 123OYd - 123Y4 APPROX. APPROX. APPROX:VARIES BEARING WALL BRACING DETAIL-BRACE TYPE A 7 BEARING WALL BRACING DETAIL-BRACE TYPE B ' 4 \NON-BEARING WALL BRACING DETAIL.BRACE TYPE C Q CORRIDOR WALLS CONCRETE SLAB ON 7 METAL DECK 94.02 }I _ 3RD 94TH LEVELS 9 ROOF TO B00S162-68 TOP TRACK(TYP) SIMILAR DETAILOCCURS AT 3"16 GAGE STRAP BRACING EXTERIOR WALL L (8)#10 SCREWS EACH END TO DOUBLE STUD , (2)#10 SCREWS TO EACH INTERMEDIATE STUDS 6 IM. SD08182-54 ��L EXTERIOR WALL STUDS EXTERIOR WALL STUDS 7 S4. BOXED HEADER BEARING WALL STUD. SEE SCHEDULE FOR yfn CONCRETE SLAB ON SIZE,GAGE a SPACING ITYP) j L �•! METAL DECK (2)OWS200 JAMB (2)6008200 STUDS FOR STRAP LT.GAGE POUR STOP Yz POUR�� Y2 cu ((J(IJ STUDS AT STRAP FASTEN ALL DOUBLE STUDS W/#10 BRA CINGATTACHMENTSEE METALDECKANO fix' X—. `v SCREWS AT 170.C.(TYPICAL) BRACING ELEVATIONS CONCRETE METALDECK a i a BRACING &DECK CLOSURE SCREW WITH TOP BASE TRACK FASTENED WITH 0.15T PAF®1Y 600T125-03 a O TRACK WITH#10 (1J 8005200 JAMB O/C SIMPSON CUP ____________ r. OTT - TT 5sd STUD ) ®JAMB. 0JAMBN CUP --- I_ �O SCREWS AT I2"O/C (TY� SJAMBS � v, VV)1 (TYP) T -0 0T7 oo� ++ 2ND LEVEL TO TRACKS TIGHT NOTE:PROVIDE SOLID FRAME STUDS TIGHT ----- TO TRACKS ' CONCRETE OVER WALL TO TRACKS ' 4'16 GAGE STRAP BRACING MIN.4°WIDE •c i (10)#10 SCREWS EACH END TO DOUBLE STUD `BWS162-BB 70P TRACK(fYP) ------ ---- ----- ----------- --- - c (2)#10 SCREWS TOEACH INTERMEDIATE STUDS CORRIDOR 600S1B2i3 BRACED TRIPLE STUD OF SAME GAGE AS UNIT \ (0 c STUDS 016.O.C. DEMISING BEARING WALL BEYOND (�- SM162s4 FASTEN STUDS TO UNIT CORRIDOR T O BOXED HEADER WALL(TYPICAL) ..L (2)BOOS20D� STUDS FOR STRAP BRACING ATTACHMENT (2)6WS200 JAMB - PROVIDE S"STUD SECTION STUDS AT STRAP FASTENED TO JAMB FOR BRACING /\ PLAN.DETAIL AT BRACING SECTION DETAIL AT EXTERIOR WALL SECTION DETAIL AT EXTERIOR WALL -BASE TRACK FASTENED WITH 0.16T PAP®1Y / ATTACHMENT OF HEAD S D(TY 0 JAMB O/C (ryp) Ad 1 1/2'=1_0 V 1� - 007TZ STUD(TYP) - TYPE H2 HEADER AND SILL T1 _43 MEMBERS 0 1ST LEVEL r PROVIDE 8"STUD SECTION (2)SOD5200 JAMB STUDS ' PROVIDED 70 JAMB FOR 11'a' EACH SIDE OF MECH _ C ATTACHMENT OF HEAD APPRO%. OPENINGS ATSTRAP CONC.SLAB ON METAL DECK-SEE PLAN BRACING FOR TYPE a DESCRIPTION HEADER TYPE H4 ACROSS CORRIDOR-COPE BOTTOM FLANGES AND WELD TO H4 ON A EXTERIOR WALL BRACING DETAIL-BRACE TYPED COLUMN LINE cA POST aBEAM � I STEEL BEAM BELOW HSS3W7*WELDEDTO X_-___ O TOP OF STEEL BEAM fnNCr BELOW.CUT OUT DECK AS W REQUIRED. JAM&SEE WALL LLl - FRAMING SCHEDULE Q ° (1)}'BOLT EACH HIDE OF CONNECTION - - - 104 Yz e Z r —'� EXTERIOR WALL 87TU0.R PLAN DETAIL a- x x_ TYPICAL HEADER TO HEADER CONNECTION DETAIL DECK CLOSURE& POUR STOP } }X/2'EWS017O.C. r r Y WELDED TO BEAM WEB CONC,SLAB ON METAL y, • B'METAL STUDS 01.'O.C. DECK•.EEPLAN FOR TYPE&DESCRIPTION } 2YB'TR 1212 HSS5X5 STL.TUBE COLUMN ZE H Y r HS88X8 STL TUBE COLUMN METAL DECK _-_,-—�X I�i r STEEL BEAM SCHEDULE FOR SITE. K CLOSURE&DEC STEEL BEAM 4� Y � FASTEN AS NOTED IN � POUR STOP HEADER SCHEDULE. WELD T BEAM NOP - FONC..LAB ON METAL DECKSEE PLAN F ONC.SLAB ON METAL DECK-SEE PLAN T BEAM FOR TYPE 80ESCRIPTION WELD DECK TO FOR CIE METAL DECK WEIR O DECK TO ANGLE SLOPES AT('A'T. } BOTTOM FLANGE OF STl BEAM BOTTOM FLANGE OF STL BEAM 8 PROVIDE MIN.2'SEARING STEEL BEAM . } WSTEELSEAM 6.STEEL BEAM O a FASTEN WA'PUDDLE 13 8'STEEL BEAM AS W s WELDS 012 o.c..CAST CONCRETE TIGHT TO BEAM SIMPSON CUP N ay ®JAMBS 6'lAN0 L2r2ci6 GA M1GLE - ---- - N T BOTTOM OF HEADER. - — FRAME STU0.S TIGHT x } - FASTEN TO HEADER AND PROVIDE'}'THK CAP& a--X is" PROVIOE'1'THK CAP 8 TO TRACKS JAMB W/(3)#10 SCREWS BASE PLATES W/(4)p'BOLTS BASE PLATES W/(4yp'BOLTS PER LEG j -PROVIDE(2)3/B'THKWEB PROVIDE(2)3/8'THK WEB Pro)ect erohltect: jCAK S S TEAM ERE EA.SIDE OF STIFFENERS EA.SIDE OF "'" BEAM 0 COLUMN ere by; KPH HEADER ASSEMBLY-SEE SCHEDULE a PROVDE MIN.7 DECKBEARING& . SECTION DETAIL FASTEN Wlt TRACK AT TOP OF I` PUDDLE WELDS STUD WALL O IY O.C.,I CAST CONCRETE TIGHTTO (3)800S200 STUD POST BEAM BEAM LIGHT GAGE - BEARING FRAMING DETAILS �\ \ Sheet number: / Q \SECTION DETAIL AT EAST WALL-FIRST FLOOR Q^ SECTION DETAIL AT NORTH WALL-FIRST FLOOR �� \TYPICAL HEADER CONNECTION DETAIL DECK TO BEAM HEADER DETAIL DECK TO BEAM HEADER DETAIL DECK TO BEAM HEADER DETAIL [/�� /'/� 1 1/Y=1'-0" V!l 1 1/Y=1'-0' 1 1/2•_,'-0' 12 1 1/2'_1'-0' 1♦T 1 1'2 i.O i� J w o sa 3¢a U % 4�43/a" 4' /e P! O >g h M 6•-1B GA METALSTUD9 66.U ON W 26.O.C. m 'FIRE-RETARDANT (3)tl105CREWS rFlREAETANDANT (3)H09CREW9 1•-03�/.•I ®2 z 12 r FIRE-RETARDANT (nC. 8- PLYWOOD SHEATHING - b PLYWOOD SHEATHING 12 -- b PLYWOOD SHEATHING ,Z Z 018 O.METALSTUDS B B'-18 GA METAL IATO6 B S'-/8 O.METAL HT05 P YWOO SHEATHING FIRE-RETARDANT (1 �/, WALL STUDS WITH To W 1S O.C;ATTACH TO PLYWOOD SHFATNINO 12 PLYWOOD SHEATHING W 16'STUDS ATTACH TO r (] O WALL STUDS WITH ..o. (3)#10 SCREWS AT a 11' 26�' 11• WALL STUDS WITH 8'-18 GA METAL STUDS EACH STUD (9)HOSCREWS AT (3)#10 SCREWS AT B 36UDS IS METAL 14 .G:ATTACH 70 STUDS W i STUD EACH STUD EACH STUD STUDS WITH ATTACH TO STUDS (A)#10 SCREWS AT WITH tl10 SCREWS AT EACH STUD EACH STUD 3'DP:18 OA.TYPE N X/^i tl10 SCREWS WI2.O.C. #10 SCREWS 912'O.C. lX4X3 ANGLE tl10SCREWSW170.C. ROOF DECK b "�\ 6i -- CREWED TO STUDS 3'DP..18 OA.TYPEN STUD .-IS WELDED REWS H ROOF DECK m 3'DP.•1B GA.TYPE N m 3'DP:18 GA.TYPE N ` �� ROOF DECK ! TO ANGLE. 3 6/8'-25 GA METAL 3'Xs'X1B GA ANGLE ROOF DECK ` STUDS W 18'O.C.- W/(3)M10 CREWS EACH 3 6/B'-26 GA METAL ]XCX3 ANGLE(IlV) 3 6/B'•26(1A METAL 3'XB'%l8 GA ANGLE 8'-18 CIA METAL STUDS 8TU0301B•O.C: CREWED T09TU09 STUDS W18.O.C.- - W/(3)I10 SCREWS EACH W1@O.C:ATTACH TO ATTACH TO STUDS STUD C. tl10 SCREWS W ATTACH TO STUDS W/(2)H2 CREWS EACH ATTACH TO STUDS STUD S I10 SCREWS W DECK WITH WITH tl10 SCREWS AT 170.C.TOIBS WITH#10 SCREWS AT STUD.DECK WELDED WITH#10 CREWS AT 1•-0. 170.C.TODECK 010 SCREWS AT 12'O.C. EACH STUD TWO LOW RIBS EACH STUD TO ANGLE. EACH STUD STUDS TO FOLLOW SLOPE OF ROOFOFDECK ECK �1 SHED ROOF SECTION-NORTH&SOUTH WALLS ���SHED ROOF SECTION-WEST WALL �q�GABLE ROOF SECTION / A \LARGE GABLE ROOF DETAIL STAIR TOWER ROOF DETAIL 112 wr=ra' 1rr=ra v • 1, .pT/• r /e FAST P09r -JIB.-y 3t 20 GNED FASTENED TO T017 STUD FIRE-RETARDANT Q'FIRE. PLYWOOD - PLYWOOD SHEATHING PLYWOOD SHEATHING }, 3TUDS61 METAL \ 35/B'-26(i4 METAL PLAN DETAIL ATTACH TO STUDS - STUDS a IS,GO, ATTACH TO STUDS O WITH#10 SCREWS AT WITH 010 SCREWS AT - EACH STUD 3'OF 1 EGA.TYPE N ROOF DECK EACH STUD 3•XS'X1 S GA.ANGLE WI(3)010 CREWS EACH STUD S tl10 CREWS W w S 17 DP.BTUD SECTION L 17 D.C.TO DECK I. 03/Z 17 DP.STUD SECTION N OY2• CUPPED AS REQUIRED. O CUPPED AS REOUIREO OVERLAP WALL STUD AND �G. STAIR TOWER ROOF DETAIL ( \STAIR TOWER ROOF DETAIL - °�p�P W 5ROWS F ALLSTUDAND FASTEN WITH 6 ROWS OF FASTEN ROWS 2' "ART) (ROWS 2 (A � ^ a. (2)H2 CREWS(Rows? - - APART) 1/2'=r•a � � ca �J ROOF DECK TYPE IJ - WDP:16GATYPEN ROOFOECK = L W/(s'x18 GA SCREWS JX4X3 ANGLE CUM i V SECTION DETAIL STUDϲ SCREWS CREWED TO STUDS ro STUD.TO CREWS W W/(2)tl12 CREWS EACH 170.C.TO DECK STUD.DECK WELDED 19 ^ TO ANGLE. 2 2 ROOF RAILING DETAIL p^ ROOF RAILING DETAIL �y t/r=ro C711 c N ` Cco C 0 = O ! U) ir ' I z CC Ws co poled. ;hItect•. KAK a d—bV KPH LIGHT GAGE s FRAMING DETAILS Li ° sheet number: S4.03