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0645 IYANNOUGH ROAD/RTE132
�'��� C'D,/� ��Ci��r sae ___- - _ _ _ __ _ -y ,� Page 1 of 1 Barrows, Debi From: Deputy Dean Melanson [dmelanson@hyannisfire.org] Sent: Tuesday, January 28, 2014 2:28 PM To: Franey, Patrick; Perry, Tom; Shea, Sally; Barrows, Debi Cc: Lt. John Cosmo; Norman Sylvester Subjedt: 645 lyannough Road, Cape Cod Creamery,..) We are all set with a building permit for the Cape Cod Creamery, They had stated they were going to install a fire alarm system and we have yet to hear from them. Deputy Chief Dean L. Melanson Office 508-775=1300 Fax 508-778-6448 dmelanson@hyannisfire.org 1/28/2014 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TOWN t- t? F1 PAS" s ` tt1� Map Parcel U � .$ application #� Health Division Date Issued Conservation Division Application FeA ]DO Planning.Dept. � Permit Fee 3 b Y Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address;. Z_elc4 i��lJ� 9 0AP� -Village is -Owner 4f- TS a 2 f/G/l4�2 L._LG Address / � p- Tele hone _ Perm_ it'Request ' 'l�Tn4bf' FJM;2T L; Square feet: 1 st floor: existing Uvoproposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3_4 ,ODConstruction Type i 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 O 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 _JB4_ _^ c— :Telephone Number, Address �4� U � lr License # /�1*a&72V , AN* ajj�J� Home Improvement Contractor# Em a Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY a APKICATION# _DATE ISSUED MAP/PARCEL NO. <� ADDRESS VILLAGE ;R OWNER } DATE OF INSPECTION: vbFQUNDAT10Nv }A_i uLrgvL 14__1'4U4HU" FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL IH - FINAL BUILDING -DATE CLOSED OUT r , r ASSOCIATION PLAN NO. II The Commonwealth of Massachusetts Department of Industrial Accidents D�ce;of Investigations I Congress Street,Suite 100 ' Boston,MA`02114-2017 www mass.gov/dia. Workers' Compensaf►on Insurance Affidavit:Builders/C.ontraetors/Eleetricians/Plumbers Applicant Information Please,Print Le>Yibiy. Name (Business/Organization/lndividual); Coastal Construction Corporation Address 22 Depot Street City/State/Zip: Duxbury, MA 02331 Phone>#: 781 M4-5767 Are you.an employer?:Check the appropriate.box. Type of:project(required); am a employer with 20 4. ❑ 1 am a general`contractor and t employees (full and/or part=time).. have hired the sub-contractors b. ❑New construction 2..❑ I.am a so a proprietor or partner- listed.on the attached`sheet. 7. 0 Remodeling ship and have no employees These.sub-contractors have $. [] D.emolition;. working for me::in any capacity. employees and have workers'. corn insurance.* 9 ❑Butlding'addition [No workers comp: insurance p required.) 5. ❑ We .❑.are a corporation and its 10 Electrical.repairs or additions officers have.exercised their 3 ❑ I am a homeowner doing all work: 1 l ❑..Plumbing.repairs or additions myself...(No workers' comp. right of exemption per MGL 12.❑Roof repairs, insurance.required. t c. 15.2 §1(4),%:and we have no employees. [No workers' 13.0'0ther comp.insurance required.) "Any applicant that.Becks box:aft must also fill outthe section below showing their wrorkers'compensation policy information. t Hbineowners whoisubmit this>affidavitindicating they are doing all work.andthen hire<oiitside contractors must subhiit a new affidavit indicating such: Contractors that checkthis:boz nmst attached an additional sheet showing the.nanie of the:sub-contractors and state whether of not those entities have. employees. Iftbe sub-contractors have employees,they must provide their workers'comp-policy number.. Z:am an;employer that is providing workers'compensation insurance for:my employees. Below is the policy and job site informot on lrsurance Company Name; National Fire Insurance Co.of Hartford Policy#>or Self-ns. Ltc.#: WC5Q8829.7583 Expiration Date:.9'24-14 Job Site Address: 655:.lyannough Road (rte 132): City/state/zip: Hyannis,:MA 02601` Attachi wcapy:o Ahe 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 to the form of a STOP WORK ORDER and fine of`up to,$250(.00 a day against the;:violator. Be advised that a copy of this:statement may be forwarded to:the Office of Investigations of.:the DIA<:for insurance coverage verification. I'do hereby certify r t aims 'ury that-the informationprovided above=is true and correct.` Si' ature Date: Phone# - Official use:only. Do not write;in this area,to be completed by.city or tows:ofceal:. City or Town: Permit/License# issuing A yuthorit (circle one); I.Board of Health I.Buildin..g ent Departm 3.City/To-vvn:Clerk. C.Electrieal lnspector 5:Plumbing lnspecto.r 6:Uther. Contact:Eerson: .. Phone#: DATE(MMIDDIYYYY): . Aco�zn CERTIFICATE OF LIABILITY INSURANCE 1/10/2014 THIS CERTIFICATE is ISSUED AS A'MATTER'OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON`THE:CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND;OR ALTER THE"COVERAGE AFFORDED BY THE POLICIES' BELOW..,::THIS CERTIFICATE OF INSURANCE`DOES':NOT CONSTITUTE A CONTRACT.BETWEEN THE:ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE:OR PRODUCER;:AND":THE CERTIFICATE HOLDER IMPORTANT: If the certificate.hoider is an ADDITIONAL INSURED;the policy(ies);must be;endorsed.ff SUBROGATION IS WAIVED,subject to the teems.and conditions of the policy,certai6;.policies may require an endorsement A statement.on this certificate:does noticonfer.rights to tFie certificate holder in.lieu Of such endorsement s PRODUCER .. CONTACT r ._ e Driscoll Agency-inC:. . PHONE FAx 93 Long Water Circle A/C No 1 -MAIL :::: , P O::Box 9120.. ADDRESS: -. NOfVJeII MA 0206.1: INSURERS AFFORDING 60VERAGE NAIC il( .. . .INSURER A.V.9IIevfow0jnsuranq0 .. tasuRED:. . 22�79: :INSURERS(: .. . `7 i Coastal Construction Corporation. ANSURERC.: C" 43" i 22 Depot Street, iNsuRERO:North Ri' r I P Ci' Box 1644 Duxtitiry MA=02331 )NSURERE': j .. : .. . . INSURER F.: .. i COVERAGE$. CER.TIFICATE NUMBER:6645E0128 REVISION NUMBER;. THIS IS'TO`:CERTIFY THAT THE.POLICIES tOF INSURANCE LISTED BELOW HAVE.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR.THE POLICY PERIOD I INDICATED.-.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOC..UMENT 1Nt7H RESPECT TO WHICH THIS. CERTIFICATE'MAY BE:ISSUEb 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 1CLAIMS. I INSR ADOLSUOR POLICY EFF :POLICY EXP - LTR .TYPE OF INSURANCE INSR OND POLICY NUMBER MIWOD MMIDD LIMITS A GENERAL LIABILITY C5088297566. /24/2013 j/24/2014 EACH:;OCCURRENCE �$1.000.000 _ COMMERCIAL GENERAL Umar? DA GE TO RENTED - PREMISES Ea occunanc $300,000 CL'AIMSMADE`r OCCUR - MED EXP(An one person) $15,000 ' PERSONAL&ADW INJURY. $1,000,000 GENERAL AGGREGATE $2;000,000 GEN'L AGGREGATE LIMIT APPLIES'-PER PRODUCTS-COMPIOP AGG 10,0001000 . POLICY-.X PRO. x .LOCJECT $ ... 8 AuTOMoeILE uAB1UiY' SAP5088297802 /24/2013 /24/20.14 Ea nt 1 j000,000 i :c ANY AUTO: BODILY INJURY(Per pamon) -Ii, ALL OWNED If SCHEDULED- - - X BODILY IN (Per accident) AUTOS" AUTOS - _ NON-OWNED: PROPERTY DAMAGE X. t HIRED�AUTOS> x' AUTOS Peraociden $ - $ i C X U.MiRELLAPAB: X OCC,UR CUP5086291597 /24/2013 124/2014 EACH OCCURRENCE $10,000,000 D 5227476,147 /24/2013 !24/2014 'X EXCESS LULB� - CLAIMSMADE- -- AGGREGATE- . . �$10,000,000. f DED:. RETENTION$:. .. $ j g WORKERS COMPENSATION - C5088297583 � /24/2013 - -24/2014 X �WCSTATU OSH= .ANDEMPL`OYERS'LIABILITY- - I►11LS: .. ... (. ANY.PROPRIETORIPARTFIER/EXECUTIVE YIN E.L.EACH ACCIDENT $500,000-. .`OFFICERIMEMBER EXCLUDED? :N/A - (Mandatory,ln NH).. E.L.DISEASE-EAEMPLOYE $500,000 ' 4ttyyes,desatbeunder:. ..-. i. DESCRIP710N OF ORERATIDNS below E.L.DISEASE•POLICY LIMIT:'.$500,000. A Lease.d/Rented Equipment C5068297566 912412013 3124120.14 Mas Limit Per Item $100,000 Deductible M.000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I:VEHtCLE3 Attach ACORD 101,�Additional Remarks Sohedula,N more s- ( _ Paee.isrequtrerl)r I;Cape Cod Creamery.,,LLC,CTS Fiduciary LLC;,Trustee of Route 132 Real Estate Trust �. arelncluded as Additional Insureds for General Liability antl Excess(Umbrella)Liabilityas required by a signed written contractor agreerri nt:with the Named Insured': I. i. CERTIFICATE HOLDER.. CANCELLATION 30 (. SHOULD,ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED ;IN i. Cape Cod Creamery,LLC ACCORDANCE WITH THE POLICY PROVISIONS. 5 Theatre Colony Lane. :SO.Yarmouth MA 02664: .':AUTHORIZED REPRESENTATIVE:' 01988-2010 ACOWCORPORATION. "Ail rights reserved �:. ACORQ.25(2010/05). The ACORD name and,aogo are registered marks of.'ACORD.: E. - I Mass. Corporations, external master page Page 1 of 2 W William Francis Galvin 2 M, 11M Secretary of • • of hr��ca HOME DIRECTIONS CONTACT US Isearch sec.state:ma.us Search Corporations Division Business Entity Summary ID Number:020658935 I Request certificate New search Summary for: CTS FIDUCIARY,LLC The exact name of the Domestic Limited Liability Company(LLC): CTS FIDUCIARY, LLC Entity type: Domestic Limited Liability Company(LLC) Identification Number: 020658935 Old ID Number:000831293 Date of Organization in Massachusetts: 12-18-2002 Last date certain: The location or address where the records are maintained(A PO box is not a valid location or address): Address: C/O TURTLE ROCK LLC 231 WILLOW STREET City or town,State,Zip code,Country: YARMOUTHPORT, MA 02675 USA The name and address of the Resident Agent: Name: CHARLES G..BILEZIKIAN Address: 231 WILLOW STREET C/O MILL LANE MANAGEMENT,INC. City or town,State, Zip code,Country: YARMOUTHPORT, MA 02675 USA The name and business address of each Manager: Title Individual name Address MANAGER CHARLES G. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA MANAGER GREGORY C. BILEZIKIAN 231 WILLOW STREET YARMOUTHPORT, MA 02675 USA MANAGER JEFFREY D BILEZIKIAN 231 WILLOW STREET YARMOUTHPORT, MA 02675 USA MANAGER DOREEN BILEZIKIAN 1231 WILLOW ST.YARMOUTHPORT, MA 02675 USA In addition to the manager(s),the name and business address of the person(s)authorized to execute documents to be filed with the Corporations Division: Title Individual name Address SOC SIGNATORY DOREEN BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA SOC SIGNATORY GREGORY C. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA SOC SIGNATORY CHARLES G. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA SOC SIGNATORY JEFFREY D. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 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 DOREEN BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA REAL PROPERTY CHARLES G. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA REAL PROPERTY GREGORY C. BILEZKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA REAL PROPERTY JEFFREY D.BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA r Consent r Confidential Data r Merger Allowed r Manufacturing View filings for this business entity: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=020658935&... 1/21/2014 Mass. Corporations, external master page Page 2 of 2 Annual Report Annual Report-ProfessionalR Articles of Entity Conversion ; Certificate of Amendment �J View filings Comments or notes associated with this business entity: New search William Francis Galvin,Secretary of the Commonwealth of Massachusetts Terms and Conditions http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=020658935&... 1/21/2014 ent of Public Safety Die standards usetts - ulations and Massach uilding Reg Board of S isor SuPe ConstructioC5468286 ais V 0 LUI�S vv ky-. 6 14r P o c Ly ' Expiration �' .>r���``. 12.10312015 � COMMissr - I f 5. t 0(1 11 2013. lO 5fAm No. 1466 P. 1/3' p 'own of Barnstable k - RO ulatory Services puss;: . Tliomas F G..eiCer,Director ,.-},, Ar s6 9`�'� fi>riitiivg 41012 :a Tom perry,iWidfng Gommitsiond 200 Main Shek I paunfs,W 02601 . www.towubarnafa$1o;mn,us' . �. Offiee. 5'097 AOS Fax: 508-790-6230 Pxapertr O.'vnex: ��s COMPIPte and$ gn'i`'bxs Section; 'p MUM A Builder e y ,/ ;. z[.i�^i �a ,,;ae Ownec of thc`subject pxopetty heteby autho&e ( �TA c d .�'r it c i i d�y c.a 2P' to act au;n behalf, is alli mattep relative to work autbotized lip this building permit.. �- Gi,S"s` :a Y'O V N<a cz N R o i' CRr $ kj v FIN U / (Ad pm of Job)._ *Pool Penes and alarms are the tespoxasjbiYity of the applicatit Pools are not to be filmed or,utilized before fence ale initialled anti g fin-A Inspections are pex£onneci and accented. C 'Yti �uht T Signahue a£ApPlicant Print Name rsintTatue Date' �;rooytsowza>31�>�xivnssmxeoots cno�2 t I F COASTAL.: CONSTRtrICT1ON 24 We Street•.P;O.Box 1 r MA,.¢233I Dhone: (781)934-3767: Fwc: 781)9343856. November:5';:2013 Town of Barnstable Attn. Patrick Franey. Patrick; John Trainor is an employee of Coastal Construction and is therefore covered by our Workers Compensation policy. Thankyou v� Peter Dobyns Mass. Corporations, external master page Page 1 of 2 William Francis Galvin Secretary F r 4b .� of e • of HOME DIRECTIONS CONTACT US Search sec state.ma us Search Corporations Division Business Entity Summary - ID Number:043242781 Request certificate I New search Summary for: COASTAL CONSTRUCTION CORP. The exact name of the Domestic Profit Corporation: COASTAL CONSTRUCTION CORP. Entity type: Domestic Profit Corporation Identification Number:043242781 Old ID Number: 000469510 Date of Organization in Massachusetts: 06-29-1994 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of the Principal Office: Address: P.O. BOX 1644 City or town,State, Zip code,Country: DUXBURY, MA 02332 USA The name and address of the Registered Agent: Name: Address: City or town,State, Zip code,Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT PETER J. DOBYNS 22 DEPOT, ST TREASURER PETER J. DOBYNS 18 BAY AVE., DUXBURY, MA 02332 USA SECRETARY PETER J. DOBYNS 18 BAY AVE., DUXBURY, MA 02332 USA DIRECTOR PETER J. DOBYNS 118 BAY AVE., DUXBURY, MA 02332 USA Business entity stock is publicly traded: r The total number of shares and the par value,if any,of each class of stock which this business entity is authorized to issue: Class of Stock Par value per share Total Authorized Total issued and outstanding No.of shares Total par value No.of shares r Consent r Confidential Data r Merger Allowed r Manufacturing View filings for this business entity: Administrative Dissolution Y 4,* j Annual Report Application For Revival Articles of Amendment i View filings Comments or notes associated with this business entity: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043242781&... 1/13/2014 f Mass. Corporations, external master page Page 2 of 2 -- .- ........ New search William Francis Galvin,Secretary of the Commonwealth of Massachusetts Terms and Conditions , http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043242781&... 1/13/2014 r Yot .o'f Barnstable Regulatory Services Richard V..Scali,Interim Director SAM tee$' �• Building Division Thomas Perry,Building Commissioner 200:Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Building Permit Procedure for Commercial Additions/Alterations ❑ Map and Parcel number ❑ Letter of Approval from Site'Plan Review(if applicable). wing the location and setbacks of existing/proposed structures, septic,.parking,etc: ._ 'ateness is required. - , g g way stoi is District e Mid Cape ec aterfront Historic District(See map or boundaries) " Historic Preservation(if applicable). ❑ Construction plans-one complete set of full sized plans and one complete set reduced to 11"x17"and fully dimensionalized must be submitted with the building permit application. Both sets must have an original architect or engineer's stamp. Note: The applicant must also submit a set of plans to the appropriate Fire Department for review. The application package will not be accepted without prior approval from the Fire Department ❑Approval from the following departments,located at 200 Main S be obtained Street ❑Health Department Hours(8:00-9:30 AM or 3:30-4:30 PM)'" ■ Permit must contain full description of the project,correct square footage,valuation of project(do not include hvac)owner's name, address and'telephone number, contractor's �+ information and signature and dated Workers Compensation Insurance Affidavit State form must be completed and a cop of Insurance Compliance Certificate must be on file. _A copy.of.the_Construction Supervisor license is required Note:. Construction Supervisor's license holders are not entitled to supervise construction of a building or an addition (regardless of size)to a building with a total cubic volume greater than 35,000 cubic feet. In.that case,the application must be accompanied by controlled -" construction documents as indicated in 780 0M sections 116&1705. �___.,❑ Check expirations date,no restrictions ❑ Controlled Construction --If sprinkler sprinkler or_fire-alarm system-is required,do,not accept application.packagewithout . prior approval from Fire Department(phone call or in writing) ❑ Have you submitted the AQ 06 form with the State?www.mass.aov/dep Any question on completing form call Mercedes Mitchell 617-292-5638 h A NON-REFUNDABLE Application Fee of$100 must be paid upon receipt of application number, check made payable to the Town of Barnstable. Permits are$9.10 per$1000 of value of work %te perly owner must sign Property Owner Letter of Permission. jects requi ' the use of ane must complete the s issue y the Fed Aviation istratio (F )(Fo "74 )AND ssDO Ae onau vision or E-10) or cede ma a ob '' ed om F and assD T bw be cov efore ' ' ,pl b' and a inspe ns. o Q:hrmslbldg/pecmits/CADDALT Revised 0811811 All Town of Barnstable Building Department - 200 Main Street � = Hyannis, MA 02601 M16 AC (508) 862-4038 RFD MA'S A . Certificate of Occupancy Application Number: 201400170 CO Number: 20140037 Parcel ID: 311008 CO Issue Date: 05114114 Location: 645 IYANNOUGH ROADIRTE132 Zoning Classification: SPLIT ZONING Proposed Use: SHOPPING CENTER - MALL Village: - HYANNIS Gen Contractor: JOHN TRAINOR III Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: CAPE COD CREAMERY Building Department Signature Date Signed - _ : TOWN OF BARNSTABLE Bulldming 201400170 BARNSTABLE, Issue Date: 01/29/14 Permit y MASS. �A s639. A� Applicant: JOHN TRAINOR III Permit Number: B 20140157 Proposed Use: SHOPPING CENTER-MALL Expiration Date: 07/29/14 Location 645 IYANNOUGH ROAD/RTEI32Loning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 311008 Permit Fee$ 1,228.50 Contractor JOHN TRAINOR III J Village HYANNIS App Fee$ 100.00 License Num 868286 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INTERIOR FIT OUT TO INCLUDE WALLS AND FINISHES FOR CAPE OA HIS CARD MUST BE KEPT POSTED UNTIL FINAL CREAMERY INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CTS FIDUCIARY,LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 231 WILLOW STREET INSPECTION HAS BEEN MADE. YARMOUTH PORT,MA 02675 Application Entered by: PF Building Permit Issued By: .THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK'OR ANY FA HEREOF,EITHER-TEMPORARILY{OR,PERMANENTLY ,ENCROACHMENTS ON^ LIC PROPERTY;NO SPECffICALLY-PERivII7"fED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE NRISDICTIONtSTREET.OR ALLEYGRADES AS'WELL AS DEPTH AND LOCATION OF P LIGSEWERS MAY BE.. OBTAINED FROM THEDEPARTMENT OF PUBLIC WORKS-,THE ISSUANCE OF THIS PERMITDOES NOT:RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION'- RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF , DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING,WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 26% I Elf BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS t�l P fP 2 2 3 1 Heating Inspection Approvals Engineering Dept WDutwr 2 Board of Health 0 TOWN OF BARNSTABLE ` `■�� '� Bu ilding - 201307734 • * BAM9rABIZ, * Issue Date: 11/19/13 PiDrmit 9 MASS. D39. A�� Applicant: JOHN TRAINOR III Permit Number: B ;20132944 Proposed Use: SHOPPING CENTER-MALL Expiration Date: 05/19/14 Location 645 IYANNOUGH ROAD/RTE1327-oning District SPLTPermit Type: NEW COMMERCIAL Map Parcel 311008 Permit Fee$ 5,405.40 Contractor JOHN TRAINOR III• Village HYANNIS App Fee$ 150.00 License Num 868286 Est Construction Cost$ 594,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT FREE STANDING APPROX. 2500 SF BUILDING THIS CARD MUST BE KEPT POSTED UNTIL FINAL SHELL ONLY! INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CTS FIDUCIARY,LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 231 WILLOW STREET INSPECTION HAS BEEN MADE. YARMOUTH PORT,MA 02675 Application Entered by: PF Building Permit Issued By: THIS PERMTI`CONVEYS;NO RIGHT'TOOCCUPY'ANY STREET,ALLEY.,OR SB)EV✓ALK OR'ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENT PUBLIC PROPERTY NO SPECIFICALLY,PERMITCED UNDER.THE•BUILDING CODE,,MUSiBE APPROVED.BY THE JURISDICTION:,STREET OR ALLEY,GRADES AS WELL AS DEPTH AND LOCATIO F PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.,THE ISSUANCE OF THIS PERMIT.DOES NOTRELEASE'THE APPLICANT FROM THE CONDITIONS OFANY APPLICABLE SUBDIVISION';: RESTRICTIONS r-. MINIMUM OF FIVE"CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. j 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 7/,,�/j i 3 1 Heating Inspection Approvals Engin rin ept ;+•- 1 �� / C T A Fire Dept 2 C �. �1 � Board of Health Lt /�-� 5; -��-i Town of Barnstable Department of Public Works r.mnIBM * 382 Falmouth Road , Hyannis MA .02601 a►6.1639. www.engineering@town.barnstable.ina.us - Office : 508 —790—6400 ext.4935 Fax : 508—790 6406 April 14 , 2014 Subject : 645 Iyannough Road / Rte 132 , Hyannis ; Map & Parcel 311 - 0008 Tie-in to Municipal Sewer Dear Sirs; This is to notify you that the building at 645 Iyannough Road ( Map & Parcel 311 - 08 ) , in the village of Hyannis was connected to municipal sewer on April 10t" , 2014. - The connection was inspected & accepted by the Construction Projects Inspector from the Town of Barnstable DPW - Admin & Tech Support. A sewer compliance record and a record drawing will be completed and filed in the Wastewater Treatment Plant office, 617 Bearses Way, Hyannis. If you have any questions, or need additional information, please call Dave Anderson at 508 - 790 - 6244. Sincerely; David Anderson Town of Barnstable DPW Admin & Tech Support ' , �; 11.1 Project No: - - Final Construction Control Document. Pia-is To be submitted at completion of construction by a t Registered Design Professional for work per the 8t'edition of the Massachusetts State Building Code, 780 CN% Section 107.6.4 Project Title: Cape Cod Creamery Rest.&Ice Cream Bar Date: 3 Apri12014 Property Address_Christmas Tree Promenade, 655 Route 132,Hyannis,MA . Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description: 1 Story Ice Cream(Mercantile)Parlor w/Open Porches on Full Foundation I . T.Varnum Philbrook MA Registration Number: 30690 Expiration date: 30 JUN 20145 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: " Entire Project Architectural XX . 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 othesub is by the contractor in accordance with the requirements of the construction documents.' = U, 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. ? =" 4. Work period is 6 JAN-29 MAR 2014 Phase Control document attached—3 APR 2014 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 ��H of 41,18s9 electronic signature and seal. a �y T VARNUM �s o .PHILBROOK MECHANICAL "' o No.30690 Phone number: .508-385-8682(o)& 508-364-1301 (c) Email: Tv erizon.Net 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. Project No: Phase Construction Control Document P13-18 To be submitted at completion of required site reviews of phase construction for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2.2 UT Project Title: Cape Cod Creamery Rest.&Ice Cream Bar Date: 3 April2014_Permit No. 2013-07734_ . Property Address: Christmas Tree Promenade, 655 Route 132,Hyannis,MA I,_T.Varnum Philbrook MA Registration Number: 30690 Expiration date: 30 JUN 2014 am a registered design professional and.I or my designee have observed the following work,and to the best of my knowledge,information,and belief the construction work indicated below has been performed in a manner crpsistent with the approved plans and specifications: Required Site Review and Documentation for Phase Construction' (to be peTfanne6by the yppropriatc registered design professional or his/her desi ee or M.G.L.c 112§8111 contractor Site Review and Documentation I R I Site Review and Documentation R Soil condition and analysis _ Energy efficiency. F iti aQedtFmmreda> ,ie adu Be> ee aad F=Apumi�� Concrete Floor and Under Floor X Fire Suppression Installation Lowest Floor Flood Elevation Field Reports -Foundation;31 DEC Z013 X Structural Frame=waWiloor/roof- X Carbon Monoxide Vetsction ssave Lath and Plaster/Gypsurn. Seismic reinforcement. Fire Resistant We"artitions framing X Smoke Control Sygtms- Fire Resistant Wa1UPartitions finish attachments _ Smoke and Heat Vents Above Coilinginspection Accessibility(521 CMR) Fire Blocking/Stopping System X Other: Ernergency LightingtExit Sign age -- - — ---- - -- Means of E ass Com onenets Special Inspections(Section 1704): Roofmg,eo ingtS stem X Venting Systems(kitchen,chemical,fume) Mechanical Systems _ 1.Indicate with an`x'the work you reviewed for compliance with the approved plans and specifications and describe in detail below 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,13D,14,15, 17,20,241,etc.-test and acceptance documentation 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority'to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and fiel#inspections Work Descriptiona: ... Final frame with all lateral wind connections,ties and holdowns. Interior beam/column layouts. Plywood shearwalls and nailing. Steel beams&columns,Concrete anchors. This work includes open loading dock,ramps and exterior porch The final handrails and guards were not in-place at this time. &Desmbe in sufficient detail the work(Le.foundation steel reinforcing;kitchen vent system,etc.)and the locationon the project site,and list,if applicable,the submittal documents that pertain to the work which was inspected- Enter in the space to the right a"wet"or ����SH of MAssgey electronic signature and seal: T VARNUM �m o PHILBROOK MECHANICAL ANo.306900 X��Ssl-��S �Phone number: 568-385-8682(o)&508-364-1301 (c) Email: n.Net Building Official Use Only Building Official Name: Permit No.: Date: Final Construction Control Docu ehf BARNSTAB E N To be submitted at completion of constructi? rbysa�� a Registered Design Professional h e� for work per the 8a'edition of the Massachusetts State Buildin Code 780 CMR Sectio g rt0,7.6 4`� Project Title: n/a Date:. 5/9/14 Permit No. Property Address: CAPE COD CREAMERY-655 Rte.132 Hvannis,MA("Christmas Tree Promenade") Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New one story wood framed building as specified on Brown Lindquist Fenuccio&Raber Architects,Inc.architectural drawings A0.00 through S1.02 dated July 26,2013. Note: the base buildine and tenant fit-up proiect are both complete at this time. I Kurt E.Raber MA Registration Number: 10563 Expiration date: 8/31/2014 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning Entire Project X Architectural Structural Mechanical' Fire Protection Electrical Other: for the above named project. I certify that I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and 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: Enter in the space to the right a"wet"or electronic signature and seal: o No. 10563 F BAR NSTTABLE, oy MASs. r �Fq Phone number:508-362-8382 Email: kurtraber(a�capearchitects.com 5`t 2�r 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. Phase Construction.ControlTlD£ac irient'TTA" N To be submitted at completion of required site rev ie� s ofphase construction for work per the 8 h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2.2 DIVISION Project Title: Ida. Date 4/18 Permit No. Property Address: CAPE C AMERY-655 Rte. 132 Hvannis.MA("Christmas Tree Promenade") I,Kurt E.Raber MA Registration Number: 10563 Expiration date: 8/31/2014 am a registered design professional and I hereby certify that I or my designee have inspected the following work, and I certify that the-work has been performed in a manner consistent with the approved plans and specifications for the following phase of construction as indicated: `Required Site Review and Documentation for Phase Construction's` - to be.performed by the appropriate registered.desio piofdssional or his/her designee or M.G.Lx 112§81R""contractor Site Review and Documentation R' Site.Review and Documentation .W Soil condition and analysis Energy efficiency ' Footing and Foundation,including Reinforcement and Fire Alarm Installation2 Foundation attachment Concrete Floor and Under Floor Fire Suppression Installation' Lowest Floor Flood Elevation Field Re orts5 Structural Frame—wall/floor/roof Carbon Monoxide Detection System" Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems Fire Resistant Wall/Partitions finish attachments Smoke and Heat Vents. Above Ceiling inspection Accessibility 521 CMR Fire Blocking/Stopping System Other: Insulation—both Spray-In Rigid Foam and Batt Emergency Lighting/Exit Sign age ' Insulation Systems. R Means of Egress Com onenets Special Inspections(Section 1704): Roofing,coping/System Venting Systems(kitchen,chemical,fume) Mechanical Systems 1.Indicate with an`x'the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13, 13R, 13D, 14, 15, 17,20,241,etc.-test and acceptance documentation 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Work Description a:Visited the site on the date above to observe the complete installation of the thermal Insulation Systems, which have been installed per the contract documents and applicable code. a.Describe insufficient detail the work(i.e.foundation steel reinforcing kitchen vent system,etc.)and the location on the project site,and list if applicable,the submittal documents that pertain to the work which was inspected. ' ��RED ARC Enter in the space to the right a"wet"or electronic signature and seal: o No. 10563 .. BARNSTABLE, r oy MASS. Phone number: 508-362-8382 Email:kurtraber@capearchitects.com Rq��W/of M 'Building Official Use Only Building Official Name: Date: Sign BARNSTABLE Permit TOWN OF MASS. �A16)9• �� Permit Number: rFO MA'S A Application Ref: 201401295 20070957 Issue Date: 03/05/14 Applicant: Proposed Use: SHOPPING CENTER-MALL Permit Type: SIGN PERMIT Permit Fee $ 150.00 Location 645 IYANNOUGH ROAD/RTE 132 Map Parcel 311008 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks CAPE COD CREAMERY 2 ROOF SIGNS 25 SQ EACH &2 SNIPES 6.25 Owner: CTS FIDUCIARY, LLC Address: 231 WILLOW STREET YARMOUTH PORT, MA 02675 Issued By: P(C4 2N POST TBIS C;ARD<SO THAT IS VISIBLE FROM THE STREET i , Town of Barnstable s . ' Regulatory Services TOVJ l � T,; LE M-RNSTABLKThomas F. Geiler,Director r, 19 ��Eo3 Building .Division 20.14 Tom Perry, Building Commissioner 200 Main Street, Hyannis,.MA 02601 www.town.barnstable.ma.us - � DIba 1 Office: .508-862-4038 Fax: 508-790-62�1.0 Permit# - Building Official approving--_--_-___-- Application for Sign Permit Applicant:_— ��`�(J '� Ind\S• -------------------Assessors No�.---� -------= c Doing Business As:� �c e� Telephone No. Sign Location Street/Road: �55c ,�jd� C� c%�.V\ VILS Zoning District: Old Kings Highway? Ye(_�Dyamiis Historic District? Yd Property Owne�-� Name_ /�f"-QQe� i 1'e2�C\_` JV Telephone•----------- �� 4 Address: W--- - ---5— — —Village• r \' ,- Sign Contractor. ( C- \ Name \ VL�tO rA`^ S `0 ----Tel_ phone J� �J — — Is ' ' Mailing Address:— (Jv �l Description -: — ----- - Please follow the cover dirP;::t ons.You must have an accurate rend;.ion of sign wi"iar;(I location.Isdie sign to be electrified:' .Ye. No ote:If yes, a Heringperr. tisrequir )al Width f o building face ft x 10= x.10 �7Check one Reface existinggri or New. otal Sq. Ft^ of proposed sign(s) .: r R j ou have additional sign.,-please attach a sheet h'sdrlg each oue wide.dimensions _ If refacing an existing sign please provide a picture of the existing sign with dimensions. Lc � RJA l I he certify that I am the owner or that I have the authority of the owner to make this applicatiori,� that the information is correct and that the use and constructions. ll conform to the provisions of ( , a� §24,0-59 through §240$9 oi`the Town of Barnstable Zon' � ' rdina.nce. Signature of Owner/Autha�:.ized Agent: Date if . SIGNS/SIGNREQU revised 12110 "rsg� t y '4` �. �' S '{e 1, , "'"i e?4�. • .�v' 'J' _ � T i ' - PROMENADE JOANN �oaQaaoQ fag (912 pawl v Arc�Y" CUSTOMER PERMIT Igo- ,DRMN E DATE: MATERIALS APP:POVfuj BY LOCATION: P.0' REVISIONS: SCAiL= TYds is an orynzl urput!s`:ed dtaremq:creaied by'lymouha ffgn Compan,,Inc is submitted fp•;our persona use m connec`or wi'. hr.cnoie }Pmy Wan.,d tot b4 Ry oc_h S1gn Cor inc_It is not to t:e shoes to any outside your or�zrnzation not is T to to used.reGrocxxaa.coped vl- n an✓ shcn vh so r,r All an par. r: tt. desi^.n er emir reas:ered Trade!^arks!reman proper,}of P1,�:lr,s. Irc. Cher„'or-:'_;rc,. mlr•�t t-e::os..wr.cf,',n a,.n �p r,.rr,any;,n„ \! G' I�I iiii I i°°■i w ■- — !S! US ■MEN __ ■■■■■ I _���■ �InlluiiiJiml„_I_— r 6' L "Is .. ., _ ■�A■A '� per rye.�I ■�lw■ j. . r s �" YF y 5 jy h � OMEMDE 10E CREAM H ¢A v a.:aewr 'n.,R�_. �� y..�■ 63 OL_D MAIN ST. S. YARMOUTH. MA. Q2664 e-mail; plysigncom@a- pecod.net 1V MATERIALS • fttc)beMrepvdmKoop .: ����. :r;tl = a ' � -- .. ..�. �4 \ {� e j �,�" .. a ./ �..� .c YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get.the Business Certificate that is required by law. DATE: a ` 1 5 - 3 Fill in please: ' APPLICANT'S. YOUR NAME/S: — A lay M C� V.: S BUSINESS YOUR HOME ADDRESS: k G l,Lrn 54- TELEPHONE # Home Telephone Number S a 3 Lo a- NAME OF CORPORATION: C r. NAME OF NEW BUSINESS C rl'oe- Co d C, (QC,.me,'' !IJ TYPl1 OF BUSINESS IS THIS A HOME OCCUPATION? YES NOGG, n 0'IS MAP PARCEL NUMBER � I 1 � �ADDRESS OF BUSINESS 1 oZ� / [Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth . Rd. & Main Street) .to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMM.I NER'S OFFICE This individual has e rrinfor ft=vc!f�� pertain to this type of business. uthori ed Signat ** COMMENTS: rn 2. BOARD OF HEALTH This individual s b . ri irk irtned of th ,ge�r��i r w"r�me is thatX)Ier4ain tot pe of }sin Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSINGAUTHORITY) This individual lh�&ormV-1 of the 61iersin(treq `remeIkUn�tslthatlperta�is � a of business. Authorize gnature** vu•Y V� COMMENTS: PRDJECT NAME: ADDRESS: PERMIT# Do 1 3 O 31L f PERMIT DATE; L I I Lck1. M/P; LARGE ROLLED PLANS ARE IT. B® SLOT Data entered in MAPS program on: I t ZZ t BY: ti n-Doq �L EXISTING RETAIL BLDG #655 TOWN OF RTTNSTA.01E 2013 i1 f ."' 9: 0 2 J O A ^A CONCRETE FOUNDATION o T.O.F. = 50.3 51.7' 17.6' 17.2 1p0.00 0 0 � o 0 r-z -3o -r3 362.4A RDU TE 28 FOUNDATION PLOT PLAN DCE #10-1 69 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION CHRISTMAS TREE PROMENADE PREPARED FOR: HYANNIS, MASS. COASTAL CONSTRUCTION SCALE : 1 " = 60' DATE : DECEMBER 26, 2013 REFERENCE ASSESS. MAP 311 PCL 008 CORPORATION LCP 17201B & 25266E 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE ��N dF JAgs GROUND AS SHOWN HEREON. �� Syc 508-362— ARNE fox ti tax 508 362-98809880 I o OJA down cape engineering, inc. g CIVIL ENGINEERS 12121 LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REr.q��l f� y�-URVEY0R Project No: Final Construction Control,.Document P1348` To be submitted at completion of construction by a t Registered Design Professional for work per the 8 h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Cape Cod Creamery Rest.&Ice Cream Bar Date: 3 Apri12014 ` `Property Address_Christmas Tree Promenade,655 Route 132,Hyannis,MA Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description: 1 Story Ice Cream(Mercantile)Parlor w/Open Porches on Full Foundation I T.Varnum Philbrook MA Registration Number: 30690 Expiration date: 30 JUN 2014, am a registered design professional, and 1 have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural XX_ 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 regulari 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 b. 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.otl orsubinittals 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 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. Work period is 6 JAN—29 MAR-2014. Phase Control document attached—3 APR 2014 Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. s , Enter in the space to the right a"wet"or SH OF Mgss electronic signature and seal: T VARNUM �N y - PHILEIROOK MECHANICAL o No.30690 ss�O A �aG Phone number: 508-385-8682(o)&'508-364-1301 (c) Email: Tv erizon.Net 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. Project No:' Phase Construction Control Document PI3-I8 To be submitted at completion of required site reviews of phase construction for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2.2. Project Title: Cape Cod Creamery Rest.&Ice Cream Bar Date:_3 April 2014_Permit No. 2013-07734 Property Address: Christmas Tree Tree Promenade,655 Route 132,Hyannis,MA I,_T. Varnum Philbrook MA Registration Number: 30690 Expiration date: 30 RJN 2014 am a registered design professional and I or my designee have observed the following work,and to the best of my knowledge, information,and belief the construction work indicated below has been performed in a manner ctlisistent with the approved plans and specifications: Required Site Review and Documentation for Phase Construction' to be performed by the yMropriaw registered design Professional or his/her desi ce or M,01,c 112§SIR contractor Site Review and Documentation I R-1 Site Review and Documentation I R Soil condition and analysis EnM cfficienc yeat*awfi F w—im Ffzc Alum Concrete Floor and Under Floor X Fire Suppression Installation' Lowest Floor Flood Elevation _ Field Re orts =Foundation,31 DEC 2013 X Structural Frame=walUfloor/roof X Carbon Monoxide Detection S stem Lath and Plaster/ sum Seismic reinforcement Fire Resistant Wall/Panitions framing X Smoke Control Systems Fire Resistant Wallmartitions finish attachments Smoke and Heat Vents Above Coiling inspection Accessibility 521 CM Fire Blocking/Stopping System x t-then: EmerEncy Li ..tin xit Si Means of Egress Com oilenets Special Inspections(Section 1704): Roofln&coping/System X Venting Systems(kitchen,chemical,fume) Mechanical systems I.Indicate with an`x'the work you reviewed for compliance with the approved plans and specifications and describe in detail below 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13, 13R, 13D, 14, 15, 17,20,241,etc.-test and acceptance documentation . 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and fieli inspections Work Description': Final frame with all lateral wind connections,ties and holdowns. Interior beam/column layouts. Plywood shearwalls and nailing. Steel beams&columns,Concrete anchors. This work includes open loading dock,ramps and exterior porch The final handrails and guards were not in-place at this time. 'Describe in sufficient detail the work(.e.foundation steel reinforcing,kitchen vent system,etc.)and the location on the project site,and list if applicable,the submittal documents that pertain to the work which was inspected. OF Enter in the space to the right a"wet"or MASsge 3- ) electronic signature and seal: �° T VAR yes o PHILBROOK MECHANICAL �No.306900 s/ g T , Phone number: 508-385-8682(o)&508-364-1301 (c) Email: TvRs zon.Net Building Official Use Only Building Official Name: Permit No,: Date: I-E sx� Y Y � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map i I Parcel Application #(�)6 !3 6 ? y Health Division -�� Date Issued Conservation Division Application Fe Planning Dept. c „ Permit Fee&�Lf Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Village - Owner Address f WILII OW O �AieZLQLrt (Xt i .6� Telephone 376 OCZ15 Permit Request (�,0,4JSr7Z!JC7 ic0A3 Or A- 62,56-a AR:iwx , 2_5LrQ sr _RUL iQ ON 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' ighway`=7 Yet ❑ 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 r'- w 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 HOC, Telephone Number 91 Address < License# Home Improvement Contractor# rare all°J-7-mt -, orker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 'SIGNATURE a DATE 10 ZZ 1 1 { FOR OFFICIAL USE ONLY APPLICATION# 1 DATE ISSUED P r` P/PARCEL NO. - ADDRESS VILLAGE ti. OWNER g DATE OF INSPECTION: A A--:IFOUNDATION:_ _" 4 FRAME INSULATION 1 f h FIREPLACE ELECTRICAL: ROUGH FINAL 1 � PLUMBING: ROUGH FINAL z GAS: ROUGH FINAL t - 9 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts 'r Department of Industrial Accidents Office of Investigations ' '600 Washington Street Boston, M54 02111 s" www.mass.gov/i is Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organizatiowindividual): GII ' S-TrL`C7]&A(1ZP Address: Z �,:— City/State/Zip: �),j a U (n,2m iPhone.#: T' Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ 1 am a.general contractor and I employees (full and/or part-timel. * have hired the sob-contractors 6. ❑New construction 2.❑ I am a•sole proprietor or partner listed on the attached sheet. 7. ❑Remodeling s and have no employees These sub-contractors have mP8. 0 Demolition working for me in any capacity. employees and have workers' co insurance.$ 9. ❑Building addition [No workers' comp.-insurance comp. 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 11-❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t. c. 152,§1(4),and we have no employees. [No workers' 13.❑ Other 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. -lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have ern ployces. 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: NAI QAIKV— CCArt— , Policy#or Self--ins.Lic.#: WC;25_ 2 b78_9.3 l _Expiration Date: Cf.l 7-412.01'4 Job.Site Address: }1A/ ¢� 40M CCity/State/Zip: r, V 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 cr,la- -a the ins-gold DerL�l� f perjury that the information provided above is true and correct _ 1..Si afore:Phone#: 791 "J�( Z 16L Official usnly. Do not write in this area, to be completed by city or town official City or Town: Pernut/License# - Issuing Authority(circle one): ' 1.Board of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspectot'S.PEInispector 6. Other Contact Person: Phone#: r ,d►COR[7 CERTIFICATE OF LIABILITY INSURANCE /DDIYYY O 9/25/2015/2013 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 endorsements. PRODUCER . . - CONTACT - NAME: The Driscoll Agency, Inc. PHONE FAX 93 Longwater Circle E-MAIL 1-68 - 6 A/c No: - 1- 6686 P.O. Box 9120 ADDRESS:' d d 'scol n m Norwell MA 02061 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A Valley.FoLge Insurance Co. 20508 INSURED - 2279 - - INSURER B: 'I Fire Ins Co of Hartford 20478 - Coastal Construction Corporation - - _INSURERC:Continental Casualty 22 Depot Street INSURERDtNorth RiverInsurance Company1 P.O. Box 1644 Duxbury MA 02331 INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER:1477400575 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 ADDL SUBR � ' POLICY EFF POLICY EXP - LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER - MMIDDIYYYY MM/DDIYYYY LIMITS - A GENERAL LIABILITY C5088297566 /24/2013 /24/2014 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $300,000 CLAIMS-MADE OCCUR _ _ MED EXP(Any one person) . . - .* . . 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 X PRO X LOC $ B AUTOMOBILE LIABILITY SAP5088297602 /24/2013 /24/2014 Ea accident $1,000,000 ANYAUTO _ BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C X UMBRELLA LIAB X OCCUR CUP5088297597' . /24/2013 /24/2014 EACH OCCURRENCE $5,000,000 D 5227476147 /24/2013 /24/2014 X EXCESS LIAR CLAIMS-MADE 1 AGGREGATE $5,000,000 DED L J RETENTION$ XS Llab La er $5,000,000 B WORKERS COMPENSATION WC5088297583 /24/2013 /24/2014 X I WC STATU- I OTH- AND EMPLOYERS'LIABILITY - Y IN - - - - - ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000. - OFFICER/MEMBER EXCLUDED9 ] N/A - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under. - - - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 A Leased/Rented Equipment C5088297566 /24/2013 /24/2014 Mas Limit Per Item $100,000 Deductible $1,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required). Evidence of insurance for work performed within the.Insureds scope of normal business operations: CERTIFICATE HOLDER CANCELLATION30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SAMPLE ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE - - - ©1988-2010 ACORD CORPORATION. All.rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD i Al JdAL COASTAL. CONSTRUCTION 22 Depot Street•P.O.Box 1644•Duxbury,MA 02331 Phone: (781)934-5767 • Foxr (781)934-5856 November 5, 2013 Town of Barnstable Attn.Patrick Franey Patrick, John Trainor is an employee of Coastal Construction and is therefore covered by our Workers Compensation policy. Thank you, Peter Dobyns l w� �Zr a zor WEND pQ ��� 96 3-1 e:-as--- ti iu t�r ry_ 2 JOHN E III 4 v _ a 14 'P.—WAY- PLYMOU g2360 wgv0? t g/ 'I'2 - Zvit2�y^t\�r!- DD 052� �J 2008 V - - Massachusetts--Department of.Public Safes ry Board of Building Regulations and Standards Construction Supervisor License: CS-068286 f � JOHN E TRAILFOR IIT!�— 14 LUXES VY ` YMOU P _ L z Y °J-�.-- � t4►�a . Expiration Commissioner F 12/03/2013 t r Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 « swxxaxwai.e. i639. iOrFDMA�� Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us June 21, 2013 Cape Cod Creamery CTS Fiduciary LLC c/o Attorney Michael B. Stusse Ardito & Associates, P.C. 25 Mid Tech Drive, Suite C Yarmouth, MA 02675 RE: Site Plan Review# 013-13 'Cape Cod Creamery 655 Iyannough Road, Hyannis Map 311, Parcel 008 Proposal: The project proposed is for the construction of a free standing approx. 2,500 s.f. building for the preparation and sale of ice cream, coffee and incidentals by Cape Cod Creamery. Seating for 74 patrons is proposed: Dear Attorney Stusse: Please be advised that subsequent to the formal site plan review meeting held May 16, 2013, revised plans for the above-referenced proposal were found to be approvable on June 21, 2013 subject to the following: • Approval is based upon and must be substantially constructed in accordance with the following plans entitled: "Site Plan of Land for an Ice Cream Shop at Christmas.Tree Promenade in Hyannis, MA" 3 Sheets, Scale 1"=40', by Down Cape Engineering,,Inc. Yarmouthport, MA prepared for Rt. 132 Realty Trust,dated April 4, 2013 with final revision May 31, 2013. • A Conditional Use Special Permit for food service in the Highway Business District must be granted by the Zoning Board of Appeals. • 1500 gallon grease trap must be installed as shown on the proposed plan. Consultation with the Department of Public Works is recommended. Permits for the grease trap and sewer connections must be obtained from the Department of Public Works. • Applicant must meet all Health Department requirements,including but not limited to, approval of detailed floor plans depicting the correct number,type and location of bathrooms for total number of patrons &employees proposed. 7-1 • A Common Victualler License is required for food service and application may be made to the Licensing Authority subsequent to the granting of the Conditional Use Special Permit for food service use. • Applicant must obtain all other applicable permits, licenses and approvals. ' • 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 (Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, L Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner SPR File ZBA File Licensing Health Dept. D Vie Commouluealth of Ramehusett , Ikl William Fiands Galvin P C Secretpy of the Commonwealth One Ashburton Place,Boston,Massachusetts 02108-1512 FORM MUST BE TYPED Statement of Change of Supplemental FORM MUST BE TYPED Information Contained in Article VIII of Articles of Organization (General Laws Chapter 156D,Section 102 and Secdon 8.45;950 CMR 113.17) (1) Exact mum of the corporation: Coastal Construction Corporation (2) C:n m=registered office address: 22 Depot Street, Duxbury, MA 02331 (nnmbn,rfiarr,dry or mmn.Am,0 rode) (3) The following supplemental information has changed: ❑ Name and addresses of the directors,president.treasurer and secrctaq(an address need not be specified If the business address of the officer or director is the same as the principal office location): President.. Treasurer. Secretary: Duector(s). O Fiscal year end: (month,day) ❑ Principal office addreea: (rwmber,rtrrex dry or romp,rraa,ap rode) ❑ Type of business in which the corporation intends to engage: e9 Other: Vice President: Dan snow�t:�;_ This certifiate is cffecdve at the time and on t1e date approved by did Division,unless a later eff,ec.;m' date not more than 90 days from the dune of filing is specified PC. o+rea�.esrrreonmanrbs Steed by: (ifgnatrae of aud�orirad indiuidua�l O Chairman of the board of directors, ® President, O Other officer, ❑ Court-appointed fiduciary, on this 20th day of February 2012 COMMONWEALTH OF MASSACHUSETTS William Francis Galvin Secretary of the Commonwealth One Ashburton Place,Boston,Massachusetts 021WI512 Stattemeut of Change of Supplemental Information Contained in Article VIII of Articles of Organization (General haws Chapter 156D,Section 102 and Section 8A5;950 CMR 113.17) I hereby aerdfy that upon examination of this statement of change,duly submit- ted to nu,it app that the provisions of the General Laws relative thereto have beets compli th,and I hereby approve said statement•,and the filing fee in the amount o $ ha pal said anti to havefiled with the this VV day of 20 ,at—_ a.mJp.nL rime Effective date: (mwt fie within 90 dV of lots mbiTwQrd) WILI.IAM FRANCIS GALVIN Sem"of rhe Cammonulealrb •• p Filing fee;$25 for paper or fax filing. j n No Pee if filed elecoronlcell}. s G-I TO BE FILLED IN BY CORPORATION Contact Information: ;v Coastal Construction Corporation w 22 Depot Street Duxbury, MA 02331 Teh:phonc 781 934-5767 gmag; pdobyns@coastalconstruct.com Upon filing,a copy of this filing will be available at www sec statt"Mus/wr. If the docushent is rejected,a copy of the rejection sheet and rejected document will be available in the rejected queue, Mass. Corporations, external master page Page 1 of 2 r� William Francis Galvin a r tiSecretary of the Commonwealth R Massachusettsh � HOME DIRECTIONS CONTACT US Search sec state.ma.us I ; Search Corporations Division Business Entity Summary ID Number:020658935 Request certificate I New search Summary for: CTS FIDUCIARY, LLC The exact name of the Domestic Limited Liability Company(LLC): CTS FIDUCIARY, LLC Entity type: Domestic Limited Liability Company(LLC) Identification Number: 020658935 Old ID Number:000831293 Date of Organization in Massachusetts: 12-18-2002 Last date certain: The location or address where the records are maintained(A PO box is not a valid location or address): Address: C/O TURTLE ROCK LLC 231 WILLOW STREET City or town,State, Zip code,Country: YARMOUTHPORT, MA 02675 USA The name and address of the Resident Agent: Name: CHARLES G. BILEZIKIAN Address: 231 WILLOW STREET C/O MILL LANE MANAGEMENT,INC. City or town,State,Zip code,Country: YARMOUTHPORT, MA 02675 USA The name and business address of each Manager: Title Individual name Address MANAGER CHARLES G. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA MANAGER GREGORY C. BILEZIKIAN 231 WILLOW STREET YARMOUTHPORT, MA 02675 USA MANAGER JEFFREY D BILEZIKIAN 231 WILLOW STREET YARMOUTHPORT, MA 02675 USA MANAGER DOREEN BILEZIKIAN 1231 WILLOW ST.YARMOUTHPORT, MA 02675 USA In addition to the manager(s),the name and business address of the person(s)authorized to execute documents to be filed with the Corporations Division: Title Individual name Address' SOC SIGNATORY CHARLES G. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA SOC SIGNATORY JEFFREY D. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA SOC SIGNATORY DOREEN BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA SOC SIGNATORY GREGORY C. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 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 DOREEN BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA REAL PROPERTY CHARLES G. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA REAL PROPERTY GREGORY C. BILEZKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA REAL PROPERTY JEFFREY D. BILEZIKIAN 231 WILLOW ST.YARMOUTHPORT, MA 02675 USA r Consent r Confidential Data r Merger Allowed r Manufacturing View filings for this business entity: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 11/5/2013 Mass. Corporations, external master page Page 2 of 2 ALL FILINGS Annual Report Annual Report-Professional Articles of Entity ConversionON Certificate of Amendment View filings Comments or notes associated with this business entity: P p New search William Francis Galvin,Secretary of the Commonwealth of Massachusetts Terms and Conditions http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 11/5/2013 Mass. Corporations, external master page, Pagel of 2 r . William Francis GalvinSecretary of the Commonwealth of Massachusetts HOME DIRECTIONS CONTACT US Search sec.state.ma.us Search Corporations Division Business Entity Summary ID Number:043242781 Request certificate (New search J Summary for: COASTAL CONSTRUCTION CORP. The exact name of the Domestic Profit Corporation: COASTAL CONSTRUCTION CORP. Entity type: Domestic Profit Corporation Identification Number: 043242781 Old ID Number:000469510 Date of Organization in Massachusetts: 06-29-1994 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day:00/00 The location of the Principal Office: Address: P.O. BOX 1644 City or town, State, Zip code,Country: DUXBURY, MA 02332 USA The name and address of the Registered Agent: Name: Address: City or town,State, Zip code,Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT PETER J. DOBYNS 22 DEPOT,ST TREASURER PETER J. DOBYNS 18 BAY AVE., DUXBURY, MA 02332 USA SECRETARY PETER J. DOBYNS 18 BAY AVE., DUXBURY, MA 02332 USA DIRECTOR PETER J. DOBYNS 118 BAY AVE., DUXBURY, MA 02332 USA Business entity stock is publicly traded: r The total number of shares and the par value,if any,of each class of stock which this business entity is authorized to issue: Class of Stock Par value per share Total Authorized Total issued and outstanding No,of shares Total par value No.of shares r Consent r Confidential Data r Merger Allowed r Manufacturing View filings for this business entity: ALL FILINGS A� Administrative Dissolution Annual Report Application For Revival Articles of Amendment View filings Comments or notes associated with this business entity: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 11/5/2013 Mass. Corporations, external master page Page 2 of 2 New search ------------............................................-----------------------..................................... William Francis Galvin,Secretary of the Commonwealth of Massachusetts Terms and Conditions http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 11/5/2013 LICENSE OR. PERMIT BOND Bond 9153112 LICENSE OR PERMIT BOND KNOW ALL BY THESE PRESENTS,That we,, Coastal Construction Corporation 22 Depot Street P.O. Box 1644, Duxbury MA 02331 as Principal,and the Washington International Insurance Company a New Hampshire corporation, as Surety,are held and firmly bound unto Town of Barnstable, 200 Main Street, Hyannis MA 02601 ,as Obligee, in the sum of FIVE THOUSAND AND NO/100THS Dollars(, $5,000.00 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 5th day;of November , 2013 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 Road Permit 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. PROVIDEE(HOWEVER; 1.This bond shall continue in.force: XJ Until November 5th 2014 ,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 terininate..as to subsequent acts or omissions of the Principal. CoasKConstruction Corporation a Principal By Washington International lnsurAare Company By imothy , Lyons, ttoMQy'-in-Fact S-0908/GEU 10199 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BYTHESE PRESENTS,THAT North American.Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester,New Hampshire,and.Washington International Insurance Company;a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg,Illinois,each does hereby make,constitute and appoint: . J.BARRY DRISCOLL,TIMOTHY P.LYONS,JOHN C.DRISCOLL;' CLAIRE A.CAVANAUGH and DENNIS W.DRISCOLL JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact,to make;execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or-permitted by law,regulation,contractor otherwise;provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION($50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions`adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International.Insurance Company at meetings duly called and held on the 90'of May,2012: "RESOLVED,that any two of the Presidents,any Managing:Direcior,•any Senior Vice President,any Vice President,'any Assistant Vice President; the Secretary or any Assistant Secretary be,and each or any of them hereby is.authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any,ofthem hereby.is authorized to attest.to the execution of any such Power of Attorney and to attach therein the seal of the Company; and.it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorneyor certificate bearing such facsimile signatures or facsimile seal shall be g g binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." $yQ;•DAPORgT.,G ��gL _ .. t10Nq(I ryon 2:6 R•Qr, By pRPO� SG 44y SEAL :�O= .Steven P.Anderson,Semor Vice President of Washington International Insurance Company, - SEAL =W Ex 1973 &Senior Vice President of North American Specialty Insurance Company O - - o ON ItPSNd`'\�: o � By David M.Layman,Vicee-President of Washington International Insurance Companyo` -. - &Vice President of North American Specialty Insurance Company' IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers thiS20th day of - Jane 20 12 North American Specialty Insurance Company . Washington International Insurance Company State of Illinois County of Cook ss' On this 20th day of June 20_l2 before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M.Layman,. Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me,who being by me duly sworn;acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies: n 40f FICIAL SEAL D(flNNA A.SKLENS ... Public,State of hlinois D e t Ngtary Donna D.Skl ns Notary Public MY Commission Expires 10/06/2015 I, Jeffrev Goldberg the duly elected, Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North ' American Specialty'Insurance Company and Washington International Insurance Company,which is still in full force and effect. s, lU vp/vbe� /3 IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies thi � day of � 20 Jeffrey Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company&North American Specialty Insurance Company "s_ i •a1 _ - i QUITCLAIM DEED j I, FRANCES Re FERS, of 1379 Falmouth Road, Barnstable ! ' rn (Centerville), Barnstable County, Massachusetts, grant to DOREEN BILEZIKIAN, TRUSTEE, Route 132 Real Estate Trust Under tti Declaration of Trus4 Dated January 3, 1984, which Declaration t \4^ C _. of Trust is duly recorded with Barnstable County gistry of Deeds Land Registration Office as Document No. of loft *°� = 261 White's Path, South Yal nth, Massachusetts, with Quitclaim Covenants for the consideration of ONE MILLION THIRTY-FIVE ' THDUSAND AND N01100 1$1,035,000.00) DOLLARS the land in i Barnstable (Hyannis;, Barnstable County, Massachusetts, formerly shown as Lot 2, Land Court Plan 25266-A now Lots 12, 12 and a 0 arc! Fn+tPiccs War{ 13Aon a subdivision of Lot 2, being Land Court Plan 25266-Ee For title see Certificate o Title No. 93682. _ '.a' ►vim� f ?.1 r r MQ Witness my hand and seal this;?&-- dap Of 19e4. J •` APLAAC" Re Fern w.r ` CONKONVMTH OF MAUWUUSVM o BARNSTABLE, SS. Date: C .�►D o ,mac Then personally appeared the above named Frances Re Flrn - 1"'�" 11" and acknowledged the foregoing to be her free act and deed, before me, tAW=41. icho b, is M�Nitt 16-1 *M 0 flit oow"xioa expires: as AN+ S fi*I^,� . r 11rw`'�r.. , .p 1k SSAC t l?TS vim '•• r �.' Irk 329563 C 31 C in -��. 3: Q MT-1 � mg n :U fit m "ts � co =COPY, TY DS STISTER { We, JOSEPH A. SULLIVAN, JR. , of. P.O. Sox :02, Cambridge. Middlesex County, Massachusetts (02139) , and MURIEL J. FARRELL, j individually and as Trustee, MEET REALTY TRUST u/3/t dated December 27, 1975, and being' Document No. 203023 of 55 Grasmere Drive, Falmouth, Barnstable County, Massachusetts (02540), for consideration paid in the sum of SEVEN HUNDRED AND FIFTY THOUSAND ($750,000.00) DOLLARS grant to DOREEN BILEZIKIAN, Trustee, Route 132 Real Estate Trust u/d/t dated January 3, 1984, being Document No. 328564 of 261 White's Path, South Yarmouth, Massachusetts (02664) With QUITCLAIM COVENANTS, that land, together witn the ' improvements, if any, thereon located in Barnstable (Hyannis)' Barnstable County, Massachusetts, and shown as LOT D-1, Land Court Plan No. 17201-B dated July 8, 1940, filed with the Land Registration Office at Barnstable in Land Registration Book 30, Page 113, with Certificate of Title No. 5703 more particularly bounded and described on Exhibit "A" attached hereto and incorporated herein by reference. Further, the premises are subject to a Notice cf I,aase dated April 30, 1968, being Document No. 120831, as amended by Notice of Lease and Amendment to Lease dated April 25, 1972, being D"umilL Wo. 159587, and grantor assigns to grantee all right, title, and interest in and to the Notice of Lease, the underlying Lease, and the rents and profits therefrom. WITNESS our hands and seals this i9 day of January, 1989. MEET REALTY TRUST SELLER: MURIEL J. FARRELL, Trus a and Indi ally sV,1 3SI3X3 .y' 6b:£�' 41li1►g;Tb SELhE)t:JpSEP . SULLIV , JR. 00'1'!LT 3 �/ 00'OI1T.ti XV1 3lRb1SNdVff COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS January i9 , 1989 Then personally appeared the above-named MURIEL J. FARRELL, Individually and as Trustee of MEET REALTY TRUST and acknowledged the foregoing instrument to be her free act and deed before me, Rotary ublic My Commission Expires: COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS January 19 1989 Then personally appeared the above-named JOSEPH A. SULLIVAN, JR. and acknowledged the foregoing instrument to be his free act and deed before me, J� vr� a»".�L�r / MyyCommiion Expires: V Ids f iggD j w 4 • EXHIBIT "A" ✓�Ilal Lewd aiasa�ed V laraataDL• V Ile •( a gama. -.M a( 1laaaa kMKIU.lardtd awd dc,nlbed as Assaf Sn.Utk ad C Istls.a: SeatAerlr by the Stai,s Klgsvay. tiro♦ hlooccad sixty-two gold 41/100 . p i1.d11 Cash Meethvestecly by leads saw or eoruarly at Koleas •ears• and at Alvan S. Kellett. Color l+wdcad thirty-Color gad 19/100 4474.11L .a coati wartheart•clr by land Rev cc (Gravely of Ksrita S. Coder. Ce+c alosdrad thirty-eoar a aL 07/160 (4=4•01) C••Ce Soathaaatatlr by lewd of oYaac or evu ca•\aksowa.•+oae bewared catty gad 44/100 (140.441 Coati Soatheslr eat ►snared (too) Cs4t, and Coathaast•rly one hundred (1001• Get. by Lot;0-3. •All of said bosadatiss are data ogLne4 by the Court to be lo- eate4 as •haws oo aab4lv1a14e plan 17101-8 dated JdW f. ltlo. draws br Searoe i Lallogq. Civil isgiuet�. gad filed in the Laod t%,i4tratLea Office at SOateA. ..•+. ra._ecv lealatry 0C geode la Las4 1421.4- a copy oc wetca is ailed aloe:::-=----; - tratioa•_[oot 30 page 113 with Certificate oe SLtlo Ko.,5703 and said land 1s abows.thocsda as LOTD-1.- Said land 1s subject-to the riqbts. datededLe all.el46fabeLaq gLvea.to the Cape•& glaeysrE [lectrL9.Co7p4 y at pooaaeot•[o.• h1.1f7. , 1 For title, see Certificate of Title No. 476694 116627 rn%A L is Po .z C3 ^� ... "mv •r. C.0 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER i CAPE COD CREAMERY FORX ROUTE 132 REALTY TRUST CHRISTMAS TREE PROMENADE 655 Rt 132, -HYANNIS, MA i, ILI ®❑❑ - „ \ r / p i 11, 7 z ARCHITECTS E BROWN LINDQUIST FENUCCIO&RABER ARCHITECTS, INC. li 20 WILLOW LL STTRMAS YO 02675 ..� ➢ - - TEL (508)362-8382 FAX (5081362-2828 - • b .. WWW,CAPEARCHIIECTS.COM - - k INTERIOR TENANAT IMPROVEMENT PERMIT SET Q l 107 2014 r� \ % i ----------------------------------- ---...--- 0563 BAftNSTaaLE, w / o MASS. ' 1 3 <4 -- ---- ----- -------` f - .. � ss•-o• - 10-23/4' 2-3114 it 1-31/4' LJ.I n N 15•-1O. 3-S. i 22'_9' b - t3'_o•... A io - ! ------------ na I Stalt� - � b I ALK IN A Z � ollet . \\:. b � t i i 3`I! - _ REFRIGERATOR Work Area' ! / 0 vi - \�„ ! 15 Ernolovee- s-a.• 17 z<-z-z•'� a_ I i 1 �U \ 7 A7 m 5: Toilet i I MPOnINE fiY OwmR ,V mere s Corridor + B b I I - - - - - - - . \ 6 51EEL f:f130WEl SINE. , ;. I, :I 2 F ' omens-I B / 31 I 4.0 14 is .: '. :. 1 D• c i i e z 1/z• , i I P.Ian—TopvnnPPEa sraulrss s I uNiaN OVet AB 4 PDA OW G, WETS 3 c�pA, ~VARF iP31E� FO Dsn y t-r� SeM Area Aao3 .� � W • -: 5 0 O{ TRh5n BA4Ri1 -` 'R a - . ° a s - eaow to xuz O y I �6¢oweouxrex /,wreeswR F.^+ a: —_.— _ ! ! 13 r _ - Q 0000000000 I € I ! �r` I z I � } Z ORFM10 LU 15%AY Z03 rxegz 6r awNEx - I W .. .. (43 6-) ry ,• .� I&NEIGXT WAPFE fANf' B} I. -.t C f•� ( ) TFOP 112 PR63 araae W OVERI/ZW .. 0 .�..l..l eez � Fr er . smouoxrsEzur 20 u.az II I } 0 /5• _ O FRCABINE 6 ; W = - - - p W . - 1 23 INDOOR SEATS :.I wuxmcroP i (C) 51•-z 1rz', sn¢vis mow O soon n•-e ur �� , U wgNrau - r i ii. I nor wPP NG Ig LU W 5¢ EEOu". - 0- # I III D v�j=l', �34' Lob .5°1 LO 3O U `v _ !' o �'SIMnaArea . O O cA613 box P-P TOR O 11 - z xEGlsmt souD sUPFna - . OR- COUIPUi@R5 COUNTERTOPOVER I - - CPBINaS I - -T XU \ 6^N� i FIRST FLOOR E -— = 5,•-2,2) PLAN - CORE sr-z,2• - I' azs 6r ,SEATING ` I . I1 231NDOOR b. - lo -5 4'-c -s -so (� 22-PORCH I - . - - s_o' 0 29 PA110 - roTAL 74 SEAT . 2 PORCH SEATS I. .. DATE ISSUED: Li MOOD DEC » 07.26.2013 --_. R _.—. - EVISIONS. `� 9 PATIO SEA TONE PATI as-c DRAWN BY: _ .. Author PROJECT#: 10 0 23 6 I 6' 10 O ' DRAWING I_t aj 1 2L 4 Alm 5 7 8 1 1 1 ------- ;v. A First Floor Plan F � : o No. 10563 TABLE, BARNS 1'o MASS. ' r o y . w U EIH �s ■e a� _ W I � cn Q � N 8 51m W F— LU '^ _ MM I .—. ATM LQLI OLL O z I I o Q a Q I I W LU LLJ Of - OUC'7 E- m r C/) 4. Elevation 1 -D 3 Elevation 1 -C U Q r - Q 0 c) L0 (� C � 2 Interior Elevations . - - DATE ISSUED: - 07.26.2013 . REVISIONS: •' A7.N .......: :: A7.03 A7.03 ]� $ImDRAWN - Author ■ D WN BY: ' --. - —'— '— PROJECT#. AMT �, • :1 — O 0 Q I, II i I EC DRAWING NO.: �I I ' ! � I .� I! i ii it I i - - - -._.� L.-. A7.02 Elevation 1 -B Elevation 1 -A 2 3/8" 3/8"=1'-0" 3/D'nDAPERm G1A53 - - / J STaNIfsB SreELGDl55 - No. 10563 - 9 BARsNaSwICAcBLE, . .SOUD5URPACE - $ O MASS. .� . soup suRFAce 3N'ROUND mGE� 3/B•ROUND mGE 3/6•ROUND EDGE - 3M'ROUND mGE SOLID SURFACE 4 HORIZONTK - 1.410GZOM01 - . BOARD.PaN1ID - " BOARD.PNNnO - _ _ � •n N BASf OPEN LABINEr, PNNn9'M11re W9 ADJA BASE OPBI CABINET, '7m SHEtF 2%4 WPIl SNO®I C O.C.W/ PaNIFD Wr11TE W/ADJA S 65 io - ' � 3/B'GWd TTPEXEPLH IDE. m. O Iw vezncu BEAnm u BOARD,PaMm b i b < Iw vEencu BEADED U LL . ' rc'. Base cn8urcr,P lre NE vm BOARD,PaNrtn m in W/ADJ.sHEU`tDmRAWtR `• - - - W $ - 2.45ND5 w/SILLt ' DOUBU`.TOP RATE siUDs WI sILL t 2' O• U Y; DOUBU:TOP RAZE Z - 12•GWd. . - I/Y GW6.5HEAMING. J— n 3 - - 1, 1.4 HORIZOMPl W 5. _ -..:..�.. ......:::... _�BOPRp.P.--. ,.. -F. - - 1.4 HORIZOMPL O� _ J .......... ............ ....... .....V ........ .....,. ..... .. ' _ _ _- a ■EEEE3 N o ._ - SECTION @SERVICE COUNTER&BASE COUNTER&OPEN BASE 'ice 3 7 COUNTER n.CASEWORK BELOW n CASEWORK BELOW 1 1/2"=V-0" 1 1/2'=1'-01, `' 1 1/2"=1'-01, LU C � ww v' _ a � wok Oz J - (� ° w LU } C) Q" LU ENU DISPALY Wat� O U ♦ J DISRAr PRezme / � V U r 6ImLU Q LU • 7 7 Service Area cp LE .. _ O — 2 o oil 1UWU ' PoWFR THRU BOOR S TITLE: aS REDDIRED - Elevation 3-A _ _ _ - Elevation 3-B 3 Interior 3/8"=1'-0" EIeVCItlOtl - b y { DATE ISSUED: - - - 07.26.2013 - - _ REVISIONS:. - 77771 `� nw omlcArEO IEA aecu"sik $, ❑❑ - s'',. RwntRe core NAcnwe PnasE RAWN BY. i 8i f0 ❑ ❑ D Author A ., I —� i 703 ----.� 0 0 - 0 O ❑t t © 0 � PROJECT#: - - I �O��O�OO OHO 000� Li � \ ®�� DRAWING NO.: [10I E� • J 36B 368 36B 368 —s mour 36B 24DR —- REPWGERAiOR . � TEIEPHDARt 2 EI�9atio�°�R"DDBT {2B .BB ,BB 3BB ,I �evation 2-A - A CPBL[OUIET - 3/8"=1'-01, 3/8"=1'-0" " O I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON - - THE GROUND IN ACCORDANCE WITH THE LAND*COURT INSTRUCTIONS OF 198eON OR BETWEEN a Zoc6 AO m �yal 7 Al T FEBRUARY 11, 2004 AND FEBRUARY 17,2011. DANINIEL \ > 'F? H .. C.B. N LOCf(S - DATE 2.-17-W111 ^ .+6a�4090„ FOUND r � BURIED 1' � DANIEL A.OJALA P.L.S. 4„offB4,o u Y �\ BOUT 6. seav " PRECISION: 1:176 557 ` d LINEAR/DIRECTIONAL ERROR OF CLOSURE. S 26'47'23-.E •0.0126' Ug 'j 0 \ N ALL DISTANCES WERE TAKEN WITH ALEICA TCR 303. a�} T�--f r�-I-r r �\ r`�2 - LOCUS MAP SCALE 1- = 2000- ' . o yg )fAG. I I I I w E.D.M. ACCURACY.. 3 mm+3 ppm w Lo � �•� .I I � ci :ALL TIES TO.BUILDINGS VARY AS NOTED �a2A I '" '.' "- \� C.B. 'DUOL j. ALL,-NAILS SET ARE MAGNETIC.. - - n W c = MISSING /0 Rq - PARCEL 8 MAP 311 9 ALL CBS FOUND HAVE'DRILL HOLES 2- I C=-- Qr S r Y m _ 7 RETAINI G ZONE: He FRONTAGE-20 L-_ 1-'- WALL �' I �/3• ) OF WIDTH - 100' I HEADY GEirnFlr TR.4rcoND1TDH5 ON THE ORDUNO I _Z�?/j-- __ I 1Fh - --� J a463S / �i' AREA- 40,OOp SF ARE THE SAME NoN AS AT THE TIME OF'THE 0MGtNAIL, - SUMEY VATE(2-II-o4-2•-17-2011 (No EKCEPT1o14S). �" 1 _y Q - -_+ I �/ ?a• SETBACKS:FRONT- Too' I C 30' d0019 `�\\ SIDE - REAR - 2 0 y ,fie,. aIsE` . ..�/gl��, 1 ZONE: FRONTAGE-20 12 12-2011 G lJ� Y l 1 r------ m / \ SETBACKS: FRONT - 100' DATE DANtl1 A.03AtA ?.45 o n / 11 j�� 'O.G o / I •'r. + - 93. `� THIS PARCEL IS LOCATED IN ri ��\ n I r- S I THE HYANNIS FIE DISTRICT. / I s�0.OS4/- y'Qv°, %nrol I I-TTTT �OT/',_r. _ " I U le4s 'V1 14, r / •o I I;r I i I.Co I I DOREEN BILEZIKIAN TR. 1 1 / / �I^ 4f I I I. I I (, "C.B, PARCEL 8 }} PLAN BOOK 561 PAGE 69�� 1 s� R 0 00I 3/ / I + 1 ?s?B8F \\ 0 V DOWN \ .. -.�„^•,—DEED BOOK 13428 PAGE 185 SEE DETAIL p 1 . .:..' _ ry •O 1 1 1 I I I I-'I I I I I `... COuLSvk l�/• '/I LI Y�V�R.m=•i'38O.7o3o i1I1 Is611I 0',0 SI1i�+..II�``�K,MI I I "I�~q I I 1 PADS L-20.540 3 \' III+.I 1I 1 JI I I A . . q. . ti Og . M4eRo3000 SO m, No 'a L o" a Fi � I I 1 I I ~1T"L a G . n H/G= _ 3rv3 ,08 $ 501 L A L 1 1 1 1 1 1, 1 1 \ - \ i I -1-I-.LJJ_.I -I I I j j j S i i • WI _ s _ OVERHANG APPROXIMATE I $n m I im I "I I o I z� � f IIIL11J-i I I J o L J o! p.. LEGEND .SPIKE SET LOT 14, �! wit) U` (9-MAGNETIC NAIL SET 19y z T r®J� 399,440 tsq.f acros TOTAL - ■ BOUND FOUND ON co El =BOUND FOUND DISPLACED • '.. -1-I-T'TT1 . - ;1 =RECORD CO-ORDINATE NUMBERS r71_rT'T� / ~co !! (�) i I i I i i I I I I I 1 104- FIELD CO-ORDINATE NUMBERS goozo Ir I " `/ FLOOD ZONE C BARNSTABLE CONC. I I COMMUNITY PANEL f250001 0005_C - - CPO NC, It I I I I I I REVISED AUGUST 19. 1985 I 1 in. F STATE ZONE OF CONTRIBIfiON / --IJ/ I I..I�!1 �lj OWNER OF RECORD:TE ON I 571 I -1 I PROTECTION ZONE PADI I CONC PAD V s. I �� t� + i I. 1 i I. , 1 NOU1tCTS W32 REALTY TRUST' -. ......I .6.95•. s , 1 I I I 1 L.. _j o MILL MANAGEMEN- II - �. / t�--t1-I-I-t+-I-L / ! 231 WILLOW STREET \1• ND.') / n 'I j 1 �-�/// ( 1 : .j i i I I I I 1I 1-I �• YARMOtJTHPORT, MA 02675 -s.00 I L C r T �,� /! I I BUS�NE�1 AXfAC Q d`J __ 'lA1/ �/ GAY BUSINESS REFERENCE: f �V O 13 L.CC .I I I I I 1 .ig• CERTIFICATE/95256 1 n I CONC. / -I�L25288E 110 1_�_I I I I I I I I� f o CERTIFICATE#116627 4 PADS r I _ _{.u4,p q L L 11_I_L L / / LAND COURT PLAN 172019 I L J - N7r-2s23 =/S'zS� J/1 / L LAND COURT PLAN 25288E Ilk �_-- _/ // \\ SzT \pl LC.0 1 /Ilp�p z �. 1 C.S./ 3.58'FNDFNOj .Ole "�, ° CLERK OF THE TOWN OF °, _ -l V / r T T >rE>b CERTIFY THAT NOTICE OF n n -I-r 1- / MET APPROVAL OF THIS PLAN BY THE BARNSTABLE ev a b __ ( I I 1 I 1 I 1 I, M'_I I f/ •T*7-1/ CIDRHO 8•HICH - RECORDEDNGBOARD S S BEEEANDNO NOTICE OF m �.II v + I I I I_ I I IgLW AT �. + U A�ybO • :APPEAL WAS RECEIVED DURING THE TWENTY - +. • ,. ' H �^ I n - TWENiI'DAYS NEXT AFTER SUCH RECEIPT AN +vll L J-I_ I - -fT'_----- Boa A0 yZ .'"RECORD G OF SAID NICE. CL1 I ' nI 11 I I I 1 I I I, I I i� +u w�'+J=>� ' " 7 ry' IIl r •1 I-r'rT:-11-� 1 . . liri T Ur j i 1 1 I j `L,L J-I- v. aaaiii ^w / DA TOWN CLERK IN ( ,I I I I I I LI I I _ . ' I-J_1JJ I jwN`r' Mm2� I^O ' I , Lqp I lal I':U lJ I r1 11, rT-T-7-i- tQp 7 1 o SVNETi?A11 '� tr DATE OF.APPLICATION - T o >< I N I H �1 I ( I I I I-I j r / IA-? = stvN—E 2T;2o11 3000 DATE OF APPROVAL- cdT C.S. / I I. �I:I I.� I 1 I III I I I I L Ioo �oN W MISSING., q'[,/' M rT LJ C `s .SET Io - n I I"I I :1 I j 1 BARNSTABLE PLANNING BOARD o '+ fn Iror_ M-L1J 1 I _rT a1 I �-1 EiO BRICK FACIA i-T-I n- F 1 11 11 11 j j r 7 I L- r-- `�ss c� s H1CH y APPROVAL''UNDER TH£ SUBDIVISION 11 I I SiTAs O�511:w511u C.S. CONTROL LAW IS R£OUIRED _J o 10D• a FWD. t W=4Ti I- - I III 311-3 g79•i9• + r� -1 ONR{6U11DMG ?. BRAZOS AUTOMOTIVE PROPERTIES DATE:rf 1 L J 51 I I I - -1 so• 1AAS Tp 1 1 1 1 1 1 1• I I 6.g1 I-L t J 1 - -I TIES g1.00KS C/O MONROE MUFFLER BRAKE INC. f-+1 4_I- �,L� L� " 1 S6 I - -4 W CORNER ry 200 HOLLEDER PARKWAY T;-I-I- 1 g• H1GN $ g ROCNESTER, NY T�� (:-• I I I I I 14615-3808 _$�.�Z ; 111 I II17201Bv/•g • r3 W W m ui NCOG I I I I�AC. 1 1 I i l l l l U I j0 6�N lGT 02 4C.C1w2018 y/ K C p 2 t0 m o> h nfOl, I I I I I I 1 1 II I. I I J y ti tf/T'15'28-E� Ag=a o b 01 I I I I I I I� I I 1 1 I I I 1 I 5478 MISSING a- -I ,. 1 L L 1 J_.I_ 7T4q— B."I +-1-1-1-}� 1 I I 11 I I I I 28E. 111 I I I I I 1 i i .� 1 L 11 J r �.J•100•U2• MISSING - - THIS FLAT IS NOT A PLAN OF A SUSDMS f 111 I I I I _ WITHIN THE MEANING OF SECTION 6 OF DOC:1,026,783 li I -'. ------ \�. TOWN OF BARNSTABLE// - h I� CH. 40A OF THE GENERAL LAWS. i1 SEWER EASEMENT I I C-- / 1 Al - Iw I I I I 3�4. 20}I_LLJ /ST- `�_'�- --'^�Y� 7452g:EII . C.B. C.e. 2�.70' 1 1 ��- ` N7 91.24• ;MISSING MISSING 6.06 -��- go•w1OE C.B. "PLAN OF LAND IN f- - _ PUBUC WAY --- MISSING L32.59, - i- - (HYANNIS) ROUTE 28 so^Kev oa'1sk� r,;1;, :. -- ' BARNSTABLE, MA L �,::co;::nn s:1d/or nay°=- TO BE FILED IN:LAND COURT. Nw e33at•..._ .. 7S246F- <...,, inBarn'ZI -- BEING.A CONSOLIDATION OF OL -' LOTS 11,12 & 13 AS SHOWN ON L.C.C. 25266E •t: Psr,:'05._.�z5266 E,._n_cl...__I_72 B - C.B." Ct;ed :b Ce i is of Title F.os 17869-�d 5703 AND:. MISSING C LOT D1 AS SHOWN' ON L.C.C. 172016 .`C CJ!•�e a ->+n -: r I 'RI::od :i,c r i+c _ 03.9S2SS a.J IIG427 25266 `I AND', . vrarienas sro_._ oe ies ea:or oats lot„ AN ABANDONMENT OF FRANCES WAY 'ae i z=� -i 1 AS SHOWN ON I.L.C.C. 25266E aI 362 e.ner Ra•tl 131 Real E } {e T LAND COURT - ro•w 508 sat-eeeo rv, SCALE: 1'! Q. o This notloo elsy bo des:-oYed after the Court!?$7K TISOTm0rl2'1TtYLSISSV .. DEC 87 2011 DATE: FEBRUAR� 24.2004, 12 down cape engineering, inc. •➢proveA plan of the$.lots rea0ea SLggegL•ta�» 30V3N3NHor REVISED:JUNE 1, 2004 50330l0 ANIS1938 FILED REVISED: FEBRUARY 17, 2011 INoit-, Jan I,,t I'A o'l A1NR0?TTPVISN8VPCIVIL 'ENGINEERSy D I OE+II b bZ 330 1101 LAND SURVEYORS Ph^ 15 ivb�a} }o a, Oratr J Cea.I. 40 0 40 so 120 939 main St. yarmouth, ma 02675 Rt<cp4 ao do< r„{, re itrr;y to f�t plate 331S1938 t . ^t,l t1,c Tfyif�ra���. c�' Sa,a (7r•cttf. . r < STAMP: I&E A ,T ,... - � I.FXIER DR WALL SHFAM TRULTURAL SHEAR PANEL `c . 4 J� CAS(-/NPNCECLY.C/d-lF NCCO FW4NNGSfiL'IfKR11LYF NQ=OLLYFi/.9K'IXJN AtlIS 5 R� (/� I.Al-CONSTRUCTION REQUIRED OF TIE CONTRACTORS BY THE CONTRACT DOCUMENTS SHALL BE I.ALL CONCRETE SHALL BE PROPORTIONED.MIXED AND RACED CONFORMING TO CURRENTPMEXCAN I..Ell WOOD MEMBER CONSTRUCTION SHALL BE IN.AGCDRDANCE WITH ME RECOMMENDED RAGTIOE OF THE ING: I.SHEAR WALL SMEATHING SHALL BE AS SPECIFIEG FOR EXTERIOR WALL IIE�MING IN TEE WOOD CONSTRUCTION No- b '.v• ���"� PERFORMED IN ACCORDANCE WTH THE GOVERNING BUILDING ROLE AND OSHA REGULATIONS, CONCRETE INS TINTE(ACI)301,304 AND 30B STANDARDS.THE FOLLOWING CONCRETE MIX DESIGNS SHALL BE AMERICAN FOREST A PAPER ASSODATION(PF<PA)NATIONAL DESIGN SPED,DKION'FOR Wool CONSTRUCTION AND ADDITIONAL FASTENING,BLOCKING AND CONNECTION HARDWARE PROVTDfO AS LISTED IN THE SHEAR WPC. BRRNSTASIE SUPPLEMENTEDBYTIELDNTRACTD000MENTS.THEGOVERNINGBUILDINGOODf ESIDINTHE USED: INDS). ALL EXTfR[OR WALL 5MEATHING SIALL BE MINMUM]/16'THICK APA RATED WOOD STRUCTURAL PANEL SCHEDULE. - 'TRUCNRA IIGN IS THE INTERNATIONAL COMMERCIAL CODE BOOS TED)WTH MASSACHUSETTS - - - SHEAMINGWTHA5PANRATNGOF32/160RWALL-16,E-5UREI.ATEASTON551DE0FALL O MASS. (T C. AMENDMENTS.FILL WORK SIPLL PL50 BBIN STRICT'ALLORDPNCEWM TILE REQUIREMENTS OP THE A.GENERAL STRUCTURAL CONCRETE - 2.ALLWOODMEMBERS.fNGINEERE01UMBfR,AND PLYW)ODUSfDIN CONSTRUCTION OP THIS STRUCTURE SHALLH f 101 WALLS SHALL BE SIFATIED.SHEATHING SHALL BE ORIENTED WTH LONG SPAN OF THE SHEET 1.ALL$HEAR PANELS SIALL BE APPLIED.RELTYTO THE FACE OF FRAMING MEMBERS IN ACCORDANCE WITH MESIEAR A LV ASS �. TOWNOFSARN5TABLf BUILDING DEPARTMENT.IN ADDITION,THE M GUIDETO WOOD BE NEW MATERIEL.ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL BE FREE FROM CRALF5,KNOT HDLES, VERTICAL OR PARALLEL TO THE SUPPORTING STUD5.WALL SHEATHING SMALL BE FASTENED WTH BD WALL SCHEDULE RLYIUIREI,M FURRING,STRAPPING,AND ADDITIONAL LAYERS Of SHEATHING MAY NOT BE PALED 4Y CONSTRUCTION IN HIGH WIND AREAS,IZo MP1,EXPOSURE B,15 APPLICABLE TO MIS FRI 2BDAY 5TRENGTI(MIN) 3,COO PEI 'NOTCHES AND OTHER STRUCTURAL DfFIDBNCIE5. - T COMMON NALS AS SHOWN ON THE MASSACHUSETTS CHECKLIST FOR COMPLIANCE,ILO MPM WIND ZONE BETWEENME 1.I5TEDSIFARPANEL5HEATHINGANDTHEFACE OFTHEFRAMINGMEMBER FAFIREPATNGREDUIRES l� COARSE AGGREGATE(MAA EPF - I. - ADDITIONAL LAYERS OF 5HWHING,THEY SMALL BE APPLIED ON TOP OF THE III PANEL SHEATHING AFTER AN 2.WHERE STRUCTURAL ELEMENTS ARE NOT DEFINED ON THESE DRAWNGS,THEY SHELL BE PROVIDED 'AR ENTRAINMENT 6%It l%) 3.WOOD FRAMING 512PS,VERTICAL FRAMING,HORIZONTAL fRPMING,FIRESTOPS,ANCHORAGE,FURRING AND E.SLOPED ROOF pAPII-M SHEATHING'. INSPECTION 15 MADE OF THE BASE SHEAR PANEL. AS PER THE MINIMUM PRESCRIPTIVE REQUIREMENTS OF THE GOVERNING BUILDING LODE. SLUMP YEt I•J - CONNECTORS NOT SHOWN ON DOCUMENTS INALL BE PER INC MINIMUM REOUIREMPIis. ROOF SHEATHING SMALL BE 5/5'THICK ARA RATED WOOD STRUCTURAL PANEL Will A SPAN RATING OF 3.UNLESS NOTED OTHERW BE ON THE DRAWINGS,ROVIDE AT LEAST 2-2X BUILT-UP STUDS(WIND Polo AT THE ENDS OF - 3.COMMERCIAL STRUCTURES LOCATED IN THE WINO-BORNE DEBRIS REGION AS DEFINED WITHIN THE B. RIDR SLAB-0N-GRADE INO PIRI X.ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WTI CONCRETE(51LL PATES)SHALL 32N 6,EXCEUPE I.SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF TIE III PEREENOICUTAR iO EACH SHEAR WALL SHOWN ON THE PAN.ALL HOLUOWNS AND METAL STRAPS MUST BE ALIGNED AND CONNECTED TO THE MA55ACHU5ETT5 AMENDMENTS SHALL HAVE ALL WINDOWS PROTECTED FROM WND-BORNE DEBRIS IN - BE PRESERVATIVE TREATED(PT)LUMBER.WATER-BORNE PRESERVATIVES SHALL BE USED AND LUMBER SHALL BE THE 5UPPORTING MEMBERS AND VERTICAL 5EAM55TAG EC BY4'OO.C.51EAMING MUST BE SAME WINO POSTS WTHIN TIE WALL ACCORDANCE WTH MASS.STATE CODE. - 2B-0AY STRENGTH(MIN) 3,500 1 TREATED IN ACCORDANCE WITH AWPA U I FIND USE CATEGORY CONSISTENT WITH THE PROPOSE,MEMBER USE As ONTINUOUS BENEATH ALL OVERERAMED ROOF AREAS OR DORMERS. COARSE AGGREGATE(MAX) 3/4• FOLLOWS: I - 4.ALL SHEAR PANELS SHALL EXTEND FROM SILL OR SOLE P M ATE OF WALL i0 ROOF DIAPIRAG III NG.AT INTER: WATER CEMENT RATIO K,/c) 1 A UL2. INTERIOR POTENTIALLY DAMP LOCATIONS' A.FASTENING WTHIN GENERAL ROOF A (RPFIQtS SPACED AT l6'ON CENT :&I COMMON ATI6'O,C. SHEAR WALLS SHEATHING SPEC F ED AT THE UPPER POOR LEVELS REQUIRED TO EXTEND INTO THE ATTIC UNTIL IT SLUMP 5-It 1') - - B.LC3B: EXTERIOR NOT IN CONTACT WTH GROUND �T ON SUPPORTED PANEL EDGES(EN)AND 6"O.L.FILL INTERMEGATE SUPPORTS(IN). INTERCEPTS THE UNDERSIDE OF THE ROOF SHEATHING.THI5 REQUIREMENT 15 WAVED WHERE A DRAG TRUSS(Di)DIRECTLY O C:UC4 E%IFRIOR IN CONTACT WITH GROUND . ABOVE AND PPRAUEL TO THE SHEAR WELL 5 CONNECTED TO THE TOP PLATE OF THE WELL IN ACCORDANCE WTH ME I.DESIGN DEAD LOADS, SEE ALSO NOTE I3 BELL W FOR SLABS EXPOSER TO DEICING CHEMICALS 1 1� 3.FLOOR DAPMRPGM SHFAMING: _ I'm WALL SCIEDUL£. 5.ALL FASTENERS AND CONNECTORS IN CONTACT WTH PT LUMBER SMALL BE II DIP,ZINC COATED GALVANIZED I� n o- 1SLOFED ROOF AREAS 20 P5F- 2.THE USE OFAODITIVESSHALLBEATTIEORLONOF THE CONTRACTOR SUBJECTTo THE APPROVAL IFTHE - STEEL DRSTANLE55 STEEL AND BE INSTALLED 11ACCORDANCEWTH MANUFACTURERS RECOMMENDATONS. FLOOR SHEAMINGSHALLBE3/4'THICK AWANTECHVIP+WOOD STRUCTURAL PANEL ASMANUFACTJRED 5.THE ALLOWABLE SHEAN CAPAOTES USTED ON TMEBE DRKKNGR HAVE BEEN REDUCED TO PERMT THE USE OF SME WALL �O B.FLDOR 20 PSF ARCIITSIDENGINfER.FOLLOW TIE RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF. BY HUGER ENGINEERED WOODS LLD OR AN AFFROVED SUBSTITUTE.PANfIS SMALL BE TONGUE AND FRAMING MATERIAL OFY25-P-F OR BETTER:IN GENERAL ALL WOOD STRUCTURAL PANEL 5N5%SHEAR WALLS SHALL HAVE 0 ADDITIVES.THE USE OF GALLIUM CHLORIDE OR OTHER CMLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 6.ALLW0005MD5,JOISTEANDBEAMSSHALE BE MINIMUM 42 HEM-FIR,OR#25FRUCE-FINE-FIRS-PP),OR GROOVETYPf,MAVINGAEPANWTNGOF424,SHEATHING5HALLBEORIENTfDWTHLONGSPANOF STUDS SPACED AT 10 CTC.MAXIMUM.REFER TO SMUG 5CHEpUIP FOR EXACT SIZE AND SPACING OF WALL FRAMING (J 2.EVE LOADS: - BETTER.ALL LUMBER SMALL BE STAMPED WTM THE GRADE MARK OR AN APPROVED 4UMBER TESTING OR GRADING THE SHEET PERPENDICULAR TO THE SUPPORTNG MEMBERS AND VERTICAL SEAMS STAGGERED BT-F MEMBERS,THE SPACINGS LISTED IN THIS NOTE ARE NAMMUMS ONLY. 3,CONCRETE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED TIE PERCENTAGES OF THE TOTAL W15GHT OF AGENCY IN ACCORDANCE WTH CDC PS-SQ..FlNGER JOINTED LUMBER SHALL NOT BEIPfRMITffO. O.C.FLOOR SHEATHING SMALL BE SET IN A CONSTRUCTION ADIEAVE ON SUPPORTING MEMBERS AND Z A ATTICS WMOUi STORAGE 10 ES F CEMENTTIOUS MATERIALS(FLY ASH,POZZELANS,STAG,AND SIUDA FUME)SPECIFIED IN SECTION 4.2.3 OF"I , i FASTENED WITH BE DEFORMED SHANK NAILS AT A MAXIMUM IO D.AROUND ALL SUPPORTED PANEL, B.ATTICS WTH LIMITED STORAGE 20 FEE - 31 B. - - ].ALL ENGINEERED WOOD PRODUCTS SMALL BE AS MANUFACTURED BT LEVEL BY WEYRIIAEUSER,TRUS JOIST OR EWES TEN)AND 12'O C.FILL INIERMEp ATF SUPPORTS(IN). - C.ATTC5-HABITABLE OR SERVED BY STAR5 30 POP Al APPROVED SUBSTITUTE.Wr1ERE AN ALTERNATE PRODUCT IS PROPOSED LAMINATED VENEER LUMBER ILVLI, ~ g GUECK5 PNDEXTERIORBALCONIES 4C PS F 4:PROTECT THE CONCRETE SURFACE BETW[rLN FINISHING OPERATIONS ON HOT,DRY DAYS OR MYOTHER TIME PARALLEL STRAND LUMBER(PSLI,AND T 11-DSTRAN1 LUMBER(LRU SHALL BE MANUFACTURED TO THE 4.ALL NON-BE441NG PPATITONS PARALLEL TO JDIST55HALL Bf SUPPORTED AT MER BlSE BYAJOI$T STRUCTURAL S'TEFL NOTE: Z E E.FIRE ESCAPES 40 IS TIAT PLASTIC EMRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP,PLASTIC MEMBRANE OR FOGGING. UM PROPERTIES SPECIFIED BELOW.ALL ENGINEERED WOOD PRODUCTS SMALL BE INSTALLED IN ACCORDANCE DIRECTLY UNDER THE PARTITION OR WHERE THE PARTITION FALLS BETWEEN JOISTS,2.4 BLOCKING AT A Cf� F.GARAGE(PASSENGER VEEIICES) 50 PER(2,CWd OVER AD SQ.IN,) - PROTECT CONCRETE STAB AT ALL TIMES FROM RAIN,I OR OTHER INJURIOUS EFFECTS. WITH THE RETAILS ON THESE DRAWINGS AND THE MINIMUM STANDARD DETNIS PRONGED BY THE MANUFACTURER. 'PACING NOT TO EXCEED 24'O.C.BENEATH THE WALL ABOVE,2.4 BLOCKING SHALL BE.SUPPORTED BT I.ALL STRUCTURAL STEEL SMALL.CONINK!TO THE AMERICAN SOCIETYOF TESTING MATERIAJS Q N G.ROOMS OTHER THEN 5I,EEPNG ROOMS 40 PSF ^ �. - CONTINUOUS2XEfDGERSALONGMEJDISTORBYJ015THANGERS. (ASTM)SPEC FCATIONA-3G Z h H.ROOMS ROOMS- 30 PSF - . 5.WHEN CONCRETE PLACEMENT 15 i0 OCCUR DURING HOT OR COLD WEATHER CONDITIONS AS DEN El By.1 PROPERTY LVL KL .LSL PSLICDLI x- - - 2.OVAL TY DP WELDING SHALL BE N ACCORDANCE MIN THE AMENCAN WELLING SOCIETY(AWS) W I.STAIRS 40 PE(DOOR OVER 4 B0.IN.) 305 DR 3W,THE CONTRACTOR SHALL SUBMIT PROPOSED LURING METHODS TO THE ARCHTEDTRNGNER FOR 5.ALL POSTS SHALL BE CARRIED DOWN TO FOUNDATIONS.JOIST CAVITIES WTHIN THE FLOOR THAT FALL IN STRUCTURAL WEEDING CODE STffL'AWS DI.I d3.ALL WELDING BY AW50UAUFIED WELDERS. _ ys J.ROOF(<4:I A'TIM) 20 PSF(BEE SNOW LOADS) REVIEW AT LEAST IO DAYS IN ADVANCE OF THE PROPOSED CONCRETE RPCEMENT GATE.PROVIDE MINI MUM 5- - .MODULUS OF ELASTICITY BE,yi 1..9XI.o"G 2.0X10^G 1.55X O^61.EXI0^G LI NEWTHPOSTS SHALLBEBLDCKED'OLIDBE NTIETOPPN OFMEWALLBELOWTOTHE 3FO APPROVAL PRIOR TO ORDERNGAND/OR FABRICATI DETAJLEDSHOPDRAWNG50FAUSTRUCTIJRALSTEELSHALLBESUBMITTEDTOTHE ENGINEER, _ R NG STEEL CONTRACTOR TO ALLOW TWO R.ROOF(>=4:12 RTCHI ' 16 FSF SEE SNOW LOPS) GAY FROST PROI£OTION FOR CONCRETE PLACED PNO/OR CURED IN COLD-11 CONpITION5. FHE#1RAL STRESS(Fb).FF. 2,6W 2,5W 2,325 2.- UNDERSIDE OF THE SOLE RATE ABOVE, O U GI COMPRC550N PERPENDICUWf(F.)750 ]50- EDO 425H. - -(21 WE EK5FORREVIEWBYTHEENGNER. 4.SNOW LOADS: - 6.CAST-1 HPLACB CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: - COMPRES5 ON PARALLEL E.) 2,510 -2,5C0 2,050 2,1m 6.BLOCKING FOR INTERIOR FINI5HF55HALL BE PRDVIOED IN ADDITION TO MINIMUM STRUCTURAL 9.STEEL FABRICATOR SHELL VERIFY ALL EtlSTING FOUNDATION CONOITION'AND DIMENSIONS PRIOR m S - r SHEAR PARALLEL(FO 2BB 1. BIG 190 CONFIGURATION SHOWN ON THESE CRAW NGS.REFER TO ARCH TECTURAL DRAWNGS FOR 5PECIFIC TO SUBMITTAL OF SHOP DRAWNGS - - ■� g T A.GROUND SNOW LOAD;(pl9) 30 FSF A.CONCRER LAST AGPJNST FIND ffRMANfNRT EXPOSED TO�EPRTH IF CONFIGURATIONS THAT WILL REQUIRE ADDITIONAL BLOCKING. - 5.fLECTRODE5 SHALL BE IN ACCORDANCE WITH AWS SPECIFICATION A 5.I OR A-5.5 SERIES E ONLY LOW HYDROGEN TYPE ELECTRODES SHELL BE PERMITTED FOR USE IN THE FIELD." B.EXPOSURE FACTOR;(CA) I 0 B.Go NET,EXPOSED TO EAR1H'OR WEATHER: - .. B.ENGINEERED FRAMING SERVICEABRITY LIMITS SMALL BE AS FOLLOWS: r - �EE S+ a.NO.6 THROUGH NO.I6 BARS 2' H ].MULTPE MEMBER,MULTIPLE FILE PY OR BUILT-UP BEAMS SHALL HAVE PIES CONNECTED IN ACCORDANCE 6.ALL STRUCTURAL STEEL SHALL RECE Vf ONE COAT OF MEAL PRIMER BY TNFMfD OR EQUAL. rva L.IHERMAL.FPCTOR:(CAI: I.I • "w w - .. ...n . .. mEmmig D.SNOW MPORTANCE FACTOR;(IA) 0 - b.NO.5 BAR,W31 OR D31 WIFE AND SMALLER 1/2' •' LL R_ � WTH MANUFACTURER RECOMMENDATIONS. ].ALL STEEL BREWED CONNECT TM STALL USE L INCH DIAMETER,A AR HIGH STRENGTH BOLTS E.FIAT ROOF SNOW LOAD;TILE 23.1 PSF C.CONCRETE NOT EXROSED TO WEATHER OR IN CONTACT WTI GROUND: FLOOR JOISTS SPAN/9B0 SPN/240 I NLE5$OTHERW 5E NOTE,ON ME PANS.ALL BOLTS NUTS ANO IPRDENED WASHERS SMALL BE F.SLOffC ROOF SNOW LOAD:(ph) 23.1 PSF(ALL SLOPES.@ GA- - a.STABS WELLS AND JOISTS 3/4' _ - POOR BEAMS - SPPN(36D - EPMV240 - 8.ALL WOOD MEMBERS SHALL BE PRE-0RILIfO PRIOR TO INSTALLATION OF BOBS OR LAGS. IN ACCORDANCE WITH ASTM SPEC F CATION A-325. b.BEAMS AN D COLUMNS(PRIMARY RELIC,TIES,5TRRUPS AND SPIRALS) :1112 ROOFRAFIERSREAMS(w/CLGFINISM) SPA1B60 EPANI290' B.NON-SHRINK GROUT FOR BEARING AND BASE PiAif55HALl BE MASTER BUILDERS]I3 GROUT DR q.WIND LOADS _ ROOF RAFTBREISEAMS SPP a- SPEW I ep 0°MAX) 9.PROVIDE STANDARD JOIST MANGERS ON ALL FLUSH BEM,AND BEAM AND JOIST ENDS THAT DO NOT EQUAL. ^ B.PROVIDE AND INSTALL NELESSARYTIE BARS,SPACER BARS,CHAR BARS,AND BOLSTERS AS REQUIRED TO BEAR ON WELLS OR BEAMS. - - A.PNPLY515 PROCEDURE -11-METHOD I� MAINTAIN STEEL IN A RIGID M5ITION PRIOR TO PLACING CONCRETE.ALL SUPPORTS FIND ACCESSORIES SHALL 9.ALL WOOD STRUCTURAL PANEL(WSF)SHALL CONFORM TO THE REQUIREMENTS OF DOO PS-2 WTH A BONA B.BASIC No SPEED;IV) 12D MPH CONFORM TD REQUIREMENTS OF CRSI RECOMMENDED PRACTICE FOR RACING RELNFORCING BARS'. - CLASSIFICATION OF EXPOSURE F.WOOD STRUCTURAL PANEL SHALL BE STAMPED WTH AN APA TRADEMARK 10,ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WM THE FASTENING SCHEDULE IN TABLE SHOP DRAW NGS. - - C.0000PPNGYCATEGORY 11 INDICATING THE THICKNESS,GRADE AND SPAN WING INDICATED ON THE DRAWNGS AND WTHN THE 5MEAR WALL OF THE AFNA GUIDE TO WOOD CONSTRUCTIONN HIGH WIND AREAS FOR ONE ANDTWD-FAMILY D.WND IMPORTANCE FACTOR;MINI ILO 9,WrIERE OONTNUOUS BARS PRE CALLED FOR,INDICATED,OR REQUIRED,TH-HAU.BE RUN CONTINUOUSLY AND DAMRAGM NOTES DWELLINGS,110 KIM,EXP05URE B.OR TABLE R602.3(I)OF THE RC OR AS INDICATED IN THESE I.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECTNGINEER AND RETURNED WITH THE ENGI NEER'5 Q E.-BILRE B a AROUND CORNR5,LAPPED AT NECESSARY SPUCES.5PICE5 STAGGERED WIEREVER PO551BIE,AND HOOFED I£ - DRAW NG5 THE MORE STRINGENT SHALL AIRY I—WALL AND D APHRPGM A55EMBL ES SMALL BE SIGNEG REV EW 5TAMP OENDTING'NO E%CEPTION5 TAKEN-BEFORE FABRICATION CAN PROCEED.AT A AT USCONTN0005 ENDS. - IO.ALL JOIST HANGERS,COLUMN CAPS,CDEUMN BASES,IOLOO-1.METAL CONNECTOR PLATES AND OTHER FASTENED IN ACCORDANCE WTH THE SHEAR WALL AND UAPHRAGM FASTENNG 5CHEDU1F50N THESE MINIMUM.THE FOLLOWING SHOP DRAWNG55HALLBE PREPARED AND SUBMITTED BY THE CONTRACTOR FOR ^ Q - ENGINEERED WOOD CONNECTION PRODUCTS SMALL BE AS MANUFACTURED BY S MESON STRONG-TIE CO.,INC. DRAWNGS,NALS FASTEN NG SEWHING TO SUPPORTING MEMBERS SHALL BE.DEVEN SO THAT THE NAIL REVIEW:_ - ( ) -7 7 fIX/NLWTlLNG 10.RfINFORCINGSTEELSHALLBENEWBILLET STEELINACCORDANCEWTHASTMARIE,GRADf60.ALLDETA�LS - I.At gte.com)ORANAPPROVE05UBSTITIPE.PLLRO'PDULT55HALLBf N5TPILEDIN5TRCTALCORDANCE. HENUIDFLU5HWTITHESMBATHNGSURFACE A,TEMPORARYSHORING N �. L ' STALL BE IN ACCORDANCE WTH ACI DETAIL STANDARD PGI 315. WTI ALL OF THE MANUFACTURE'S RECOMMENDATIONS. - - B.CONCRETE MIX DESIGN I.THE STRUCTURAL FOUNDATION PUW 15 BASED UPON THE FOLLOWING PRESUMPTIVE SOIL " II.ALL2%JOI5T55HAL BEPRONOEDWTHONELNEOFBRIDGINGFOREALMBFEETOFSPAN.BRIDGING C.FOUNOAi ON RENFORCfMFNT - W OfW '^ PAWMETERS: ' I I NSTRUCT FORMS TO CONFORM i0 SHAPE,FORM,LINE AND GRALf REQUIRED AND TO MANTALN I W RE5 SMALL BE IN ACCORDANCE WTH THE PAAERICAN INSTITUTE OF TIMBER CONSTRUCTION UNTO), SHALL CON515T OF METAL CROSS,WOOD LRD55(X3 MIN)OR 2%SOLID BLOCKING OF EQUAL DEPTH TO D.STEEL JOISTS A.BEARING CAPACITY 2,LOD FSF PRO TABLE 401A 1) SUFFICIENT RIGIDITY TO PR-VENT DEFORMATION UNDER LOAD WTHIN TOLERANCES SPSONSE IN All 11]. AN ERICAN WOOD COUNCI L NATIONAL DESIGN SPEC FICATON FOR WOOD CONSTRUC.TION(NDSJ AND ASTM E J05T.F l G6]. TH CONTIN0005 1%i5TRPPPNGPCROSSTIEBOi MOFJOl5TSSHALLSATISfYTHl5 E.STRUCTURAL STEEL I ACTIVE EARTUPRESSURE 40 ECF - 'A ALL NALS SPECIFIED ON THESE DRAWNGS SHALL BE COMMON NAILSUNLESS NOTED OTHNA15E.THE FOLLOWNG REQUIREMENT,FLOOR AND ROOF TRUSS COMPONENT55HALL HAVE SEEING DR BRACING UNES AS F.STEEL DECK c� C O Z C.AT-REST EARTH PRESSURE 60 FEE H 12.FORMS SMALL REMANN PLACE UNTIL THE CONCRETE HAS SR ADEDUATELY TO PREVENT DAMAGE TO THE MINIMUM DIAMETER F NS S SHALL BE USED FOR TIE COMMON DESIGNATIONS ON TT17 : SHOWN ON TRUSS MANUFACTURER DRAWINGS.ENGINEERED LUMBER AND JOISTS SHALL BE SUPPORTED G.ELEVATED SLAB RUNFORCEMfM CAST ELEMENT BY.FORM REMOVAL.-N NO LASE SMALL FORMS BE REMOVED ON THE SPECIFIED CONCRETE - - t, LATERALLY AS REQUIRED BY THE MANUFACTURER. I.PREFABRDATED WOOD TRUSSES W O J L✓ Z „ 2.ALL PRESUMPTIVE SOIL DESIGN PARAMETERS ASSUMED ON 11-DRAWNGS SHALL BE CONFIRMED P ELEMENTS BEFORE THE.EOLLOWING PERCENTAGE OF THE SPEC FED STRENGTH(fc)15 ACHIEVED'. PENNY WT. LENGTH -DIAMETER ENGINEERED WOOD FRAMING O-� ^ IN TIE FIELD BT.A GEOTf KCAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACMLSETTS - - - ( 11.1-DOPENINGS'IALL IAVE TRIMMER AND KING STUD QUANTITIES AS FOLLOWS: - J,PREFABRCATED WALL PANELS 1� R THE LOCAL BUILDING OFFICIAL)PRIOR TO DONSiRUCTION OF ANT FOOTINGS WITHIN - - CAST ELEMENT %OF AT TIME OF FORM REMOVAL A FLOOR SHEATHING VEFOKMED SHPNRI Bd ESA 0.1 3' EXTERIORWALLS K.WOOD CONNECTION HARDWARE(HOLDOWNS;STRAPS,LOPS, = W _ } OXCAVATGNS FILL STALL ONLY BE PLACED UPON UNDSTURBED MATERIAL CONFORMING - - - 'B ROOF SHEATH NG SMOOM SMANK) 23IB 0.113' OPENING SIZE TRIMMER KING L.ELEVATOR LOADS AND CONNECTON REQUIREMENT U N w T TO THE REQUIRED MINIMUM BEARING CAPAOTY FOUNDATION WALLS HIGH 90% C.SHEAR WALL SHEATHNG SMOOTH SHANK) 84 2/2 {jjj*.� 0.131" UP TO- 1-1 2-1 Y ` 1 D.GENERAL FRAMING SMOOTH SMANK) Bd 2/2 I .0.11 EF OVER 40 TO e'O 2-2% 3-1 2.5HOPDRAWNGS SHALL BE ORIGINAL DRAWNGS CONTANNG NO REPRODUCTIONS OF ANY ALLEN i MAYOR 3.ALL FOOT NG55MALL BE CARRIED DOWN TO A MINIMUM 6"LATER OF COMPACTED CRUSHED STONE 13.EFP05EDTOVIEWCONCRETE FIN15H5MALLBEASMOOTH FORM FINISH IN PCGOREANCE WTHPLI IOd 3' 1 0.12b- - OVfRb-G TO IU, 2-2% 1 4-2% A550C ATE$NC.'S PREPARED DOCUMENTS SHOP DRAWNGS WILL NOT BE ACCEPTED By THE N ` 'C" ° OVERFLTER FABRIC OR STRUCK PAL FILL.PLACED UPON UNDISTURBED MATERIAL OR UNDISTURBED REQUIREMILHIR.CONCEALED CONCRETE SURFACES MAY BE A ROUGH FORM FINISH.ALL FINISIES SMALL BE - 12d 3l4'A a OD.12b OVER TOO T0120 3-2% 5-2% r pRCI TEDi�£NG NEER WITHOUT GENERAL CONTRACTOR'S REVIEW STAMP AND SGNATURf. O U 'y) `V MATERAL CONFORMING TO TIE REQUIRED MINIMUM BEARING CAPACITY UNLESS NOTED OTHERWISE COORDINATED WTH ARCHDECIURAL FINISH REQUREMENTS. - 16d 31/T - �`J M ON THE DRAW NGS. - - >a INTERIOR WALLS: - 3.REVIEW OF THE SHOP DRAWNGS BY THE ARC T-7 ENGINEER DOES NOT REI-EVE THE CONTRACTORS FROM r N `'' - T ' 14.ALL NTERIOR SIFBS SHALL RECEIVE q STEfI TROWEL FINISH AND ALL EXTERIOR SLABS SHALL RECEIVE A ��: - OPEN NG SIZE TRIMMER KING - CONFORMING TO THE REOU REMENTS OF THE CONTRACT DOCUMENTS. U U _ � 4.SIARTO-FACE SHALL IAVE A BASE COURSE OF NOT LESS THAN 6'IN THICKNESS THAT CONSIBI S BROOM FINISH F N15HING OF SLAB SURFACES SHALL COMPLY WTH THE RECOMMENDATIONS OF PLI 302.1 UP TO 4'O -2% -2X - OF GRAVEL OR CRUSHED STONE CONTAINING NOT MORE THAN 10'b OF MATERIAL THAT PASSES AND E. GW��� - ''� OVER 40 TO B'O I 1 _ 4.PROPOSED CHANGES.SUBST TUTIONS OR OEIEIIONS MADE BY THE CONTRACTORS SMALL BE SUBMITTED TO W TIROUGI A No.451EVf.. - THE ARCHTECTRNGNEERN WETI NO FOR REVIEW AND COMMENT PRIOR TO THEM R I NCORFORNPON IN THE c r 15.INiR10R SLABS-0ON SHALL BE PLACED ON A IO MIL(MIN)POLYETHYLENE VAPOR BARRIER HAVING ALL . OPRINGSGREATER THAN 405HALL HAVEASNGLE 2x ON FLAT TO MATCH STUD DER:ALONG TIE TOP PROJECT CHANGE55UBSTTUTONS OR DELETIONS WHICH HAVE NOT BEEN REVIEWED By THE PROCEDURE � 5.BOTTOM OF FOOTING fIEVATONS SHOWNON THE PLAN PRE M N MUM DFI'fIS,AND ARE NOT i0 � SEAM THAN S LAPPED NOT IE55 AN 6'. � � A GENERAL OR BOTTOM OF HEADER.FASTEN TO HEADER w 2-ROW5 IOd®G.O.L. WILL BE CONSIDERED UNALCEPTABL£, O N LO BE CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT OF FJ(CAVAT ON REQUIRED TO REACH GOOD - '1.STRUCTURAL GLUED LAMINATED TIMBER SHALL BE FURNISHED A5 5HOWN ON THE PJW'AND IN U N , BEARING.NO FOOTING EI.EVATION55HAI BE ADJUSTED WTHOUT THE WRTTEN ALTNGRI2ATION OF IG.CONTRACION JOINTS SMALL BE USED TO DIVIDE SLABS-0ON-GRADE INTO RECTANGULAR PANELS NOT 13.COUVfNTIONAL RAFTER FRAMING AND RIDGE BOARD: 5.RECORGSETSOF SUBMTTALS.INCLUDING SHOP DRAWNGS,sAMPLEZ,DATA,AND CERTIFICATES,SHALL BE N ` LO ACCORDANCE WTH THE FOLLOWING SPECIFICATIONS.+ THE ARCH TECThJTG NER - F-TREED NG 400 sF(20%2O)UNLESS OTHERW SE NOTfO ON TIf CONTRACT DRAW NG5.JO TUTS MAY Bf SAWED 4 _ACCORDANCE CUSTOM ORDERS,SHOP DRAW NG5 AND DfTPJLS sMPLL Bf fURN15HED�L PP KOVED BEFORE - gNTANED IN ME FIELD OFFICE BY THE GENERAL CONTRACTOR, - - AS SDDN AS PRACTICAL NOT TO DAMAGE CONCRETE AND SMALL BE SAWED NO LATER THAN 24 HOURS PFIFR RIDGE BOARDS OF MINIMUM 2.MATERIAL W TH A GERH TO E UN THE M ON TH IROF A M FABRICATION -TRACTOR (• CONVENTIONAL RAFTER SIPLL BE PROVIDED ALONG ALL RIDGE UNf55HOWN ON THE PAN UNIf55 ARIOGE ' SELF EN WTH PROPOSLEDGEORROCKSHALLBE OVER EXCAVATED A MINIMUM L SHALL 12INCHES CONCRETE PLACEMENT. 3.THE GENERAL CONIRALTOR SMALL FURN SHED CONNECTION STEEL AND HARDWARE FOR JOININGPROVIDE - 6.ERECTIONS SHELL ONLY BE MADE FROM SHOP DRAW NGS THAT IAVE BEEN SIGNED BYIHE GENERPl BELOW THE PROPOSED BOTOR RICK AS NEDE.COMPACTED STRUCTURAL EPROPOSED SHPLLBEF FOCTIN STRUCTURAL GLUED LAMINATEDTMBR MEMBERS TD EACH OTHER AND TO THERE'SUPPORTS,EXCLUSIVE BOAM 15RD.SPEYRLIFIED.WHERE THE VERTICAL CONVEAFTERNTIONAL CUTE%C FRA OFATLAST AN LSLAR LVL RIDGE CONTRACTOR ANL STAMPED WTM ENGNEER'5 REVIEW STAMP DENOTNG'NO EVLEPTIONS TAKEN'. U ASBATIO5 ABOVE CGS ARE NOT PE ASKED TO TRANSITION MEN FROM 501LREDBOTFOMOFEOOTING I].SCREE)POORS LEVEL MANTANING SURFACE FLATNESS AND LEVELNESS TOLERANCES IN PCOOROMCf OF ANCHORAGE EMBEDDED IN MASONRY OR CONCRETE,SFTENG PATES AND ITEMS FIELD- - BOARD.DISTANCE OF COLLAR TIED IN ERJUEONVENTDO RAFTER FRAMING OFATD AST A M MAXIMUM LOCATED ING ELEVATIONS.FOOTINGS ARE NOT PERMITTED LO TRANSITION FROM SOIL BEARING TO IEWf BEARING WTH THE FOLLOW E: - WITHHG A AT A L,WALE OF 10 OF THE RIDGE IE GIT DOWN FROM THE RIDGE BOARD FIND A MAXIMUM SPACING OF ' WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHIMCT/ENGINEER. - ASIABS-0NGRPDE:RACE i01/4'IN IO FF T.., STRUCTURAL STEEL.STEP CONNECTION55HALL BE FlNISIfD tMTI ONE COAT OF,RUST-INHIBITING PAINT. �qB"O.c.WHERE COLLAR TFS CONFLICT WTM THE ARCH TtLTURAL LAYOUT OR ARE OTHERWISE NOT •" - n# ' B.MANUFACTURE (i INSTAL ED,C516.32'LONG OVER THE RIDGE STRAPS MAY BE PROVIDED @ 48'O.C. _ ].NO FOOTINGS STALL BE PLACED IN WATER O ON FROZEN LEVEL BELL THE BOTTOM fT O STALL BB - {' -PROVIDED PLACEMENT FOR AMUNT 2 HOGROUNDWATER LEVEL MINIMUM F OTING DOFOONCRfif ALl'/�/VEAND MRYKNA;'AL AM;/KRSIS1FhG _ 1-MATERIALS MANUFACTURE AND QUALITY ASSURANCE.STRUCTURAL GLUED LAMINATED TIMBER SMALL BE TOTO4 ALL BUILTN THE WALLFRA FRAMING THAT BEAMS,AEG GIRDER-WTH THE BE MUST OR BESUPPORTEO BY Y ROOTING PLACEMENT FOR AT LEAST 24 HOURS.THE FOLLOWING MINIMUM ROOTING DEEMS ARE IN CONFORMANCE WTH ANS STANDARD AISD.I-.992,AMERICAN NATIONAL STANDARD FOR STRUCTURAL POSTS WTH IN THE WELL FRAMING N IO ARE ERECTLY ALIGNER WTH THE BEAM OR GINED BY T LE S ABOVE.RSQUIRED SURFACEORSIPB TO ME BOTTOM F :.ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE AS MANUFACTURED BY'IMFSON STRONG TIE ALL EUMBEROF BLAME OF2XSTUDS.TIONALPRAMING MEMBERS SMALL BESUPPORIE55 AT LEAST THE TITLE:: - -ASSU MINATECTIMBER,OR OTHER CODE APPROVED DESIGN.MANUFADTURINGI ANDOR OUALITV i SURFACE OF FOOTING: - Ewa-.'.a mgwuncM1na ram)OR AN PPPROVfD SUBSTITUTE.ALL SPEC FIOATIONS ANO RECOMMENDATIONSPREPS SPMf NUMBER OF BUILT UP STUDS.ALL ENGINEERED WOOD BEAMS AND GIRDER 1RU55f5 MUST BE ASSURANLALLEB, TRLUCT - - -OIRLINfO IN THE SIMPSON'gNCHORING FIND FASTENING SYSTFMS'IECHN CAL MANUAL LATEST EDITION, ' - SUPPORTED BY OFg3 PLY BU Li UP STUD OR THE NUMBER OF SMDS REQUIRED TO MEET OR ' INTERIOR(HEATED) 12 INCHES 2.DESIGN VALUES.STRUCTURAL GLUED LAMINATED TIMBER SHELL PROVIDE DES G/I VALUES AS SHOWN FOR E EEO ME WTH OF THE FRAMING MEMBER ABOVE,WI CIEVYR 15 LARGER.WIERE SOLID OR - Structural Y NORMAL.LOAD DURATION AND DRY-USE CONDITION. Structural li I 1\d - ENGINEERED POSTS PRE SHOWN ON ME DRAWNGS THOSE STALL Bf CONSIDfREO TO SATISPIME -+ EXTERIOR(UNIEATfD) 4 FEET. 2.ALL ADMfOR FIND MECHAN CAL ATIO S SHALL BE LOCATED T I MEET MINIMUM MUM EWE AND BED DISTEND IN 3.PPPEARPNCE OV55 FILATION.MEMBER SHALL 8f ARCHITECTURAL CLA55 F CATION IN ACCORDANCE WTH STfcIFIEOFORTIEINS TN ALL MANUFACTURERS RCOMMEN Mf FNS ALLANCDURS SHALL BE INSTALLED IN MNIMUM POST REQUIREMENTS. A8.NDOLIS,WHERE STALLTDEFINED IN fILL5 OF IPL 15EDT0 SUP PORCHIEVE NGFOONDATIONS STRICT PLLORDPNOf WTH ALL MMUFACNRER5 RECOMMENDATIONS AND PROCEDURES. INDUSTRY RECOMMENDATIONS.- Design Loads/ FIND SLABS.WHERE STRUCTURAL FILL NE%CE550F IZ'IS REQUIRED TO ACHIEVE OfSIGN FOOTING 4.LPMINATING ADHE51VE5..ADHESIVES USED IN THE MPNUFACTURf OF STRUCTURAL GLUED LAMINATED 15 CONSTRUCTION BRAG NG SHELL BE PROVIDED BY THE CDN1RPLTORTO MAINTAIN THE BUILDING PLUMB _ Design Loads' l"AJ,J ` ELEVATON5,APROFF5510NALGEOTECHNICALENGINEERLICN5EQINTIECDMMONWFALTIOF _ 3.WHERE ADHESIVE AND MECHANICAL ANCHORS ARE SPECIFIED TO BE ANCHORED INTO SOUR CONCRETE TIMBER SHALL MEET RED UI REMENTS FOR DRY-USE SERVICE CONDITION5. :. AWDTRLE THEBRALINGSHPLLREMNNNPLPGEU"tL TIELOA 5 IINGAND5HPRWALL5ARE Notes and h MASSPCHUSf SMALL DESIGN,OBSERVE INSTALLATION OF AND TEST THE STRUCTURAL FILL IN WALLS.SLA85,BEAMS AND/OR MY OTHER STRUCTURAL CONCRETE,EXISTING OR-RDEED,THE CONL- '5.CAMBER.STRUCTURAL GLUED LAMINATED TIMBER SHALL BE MANUFACTURED WTH BUILD1-BEN. - COMPLETELY SHEATHED, Vf CONNECTED AND ANCHORED. � ,I otes I Id ' ACCORDPNCE WTH ME IRC 5TRUCTURAL FILL 5HALL LON515TOF WELL GRALYCD SEND AND GRAVEL 5HALLL MAVE A MINIMUM 20 DAY 5TRENGTH OF 3,WO P51. LAMB REGI57 U5 5IALL BE R EHALLEET OR D AND M C UFACTU ED CAMBER Y Bf$E R SD IN INCHES. - ANDGRAVELYSANO;FREE FROM ICE,SHOW,ROOT5,SOD,RUBBISH,AND OTHER LEEIERIOUS OR 6.IRE RESISTANCE.MEMBER SHALL BE 512ED ANDMANUFACTUREG"FORD HOUR HIRE RESISTANCE. 16.CUTTIrvG AND NOTDIING SHELL BE AVOIDED WHEREVER POSSIBLE.WHENABSOLUTELTNECf55ARY, C eciflcatic, Eat ORGANIC MATIBR,PND5HALLCONFORMTOTIEFOLLOWNGMATERIALGRA IION5Pflfi,TON 4-BORE HOIE5 INTO THE ANLIDRAGf EASE SHALL BE DRILLED WTH ALARBIOE BIT,CLE4IED WITH ].PROTfLTVESENERSPNDFIN5Hf5.UNLE550MERW5E5PECFIEp$ LLBEMPIEDTOMf END50F CUTTINGANDNDTLHINGOF5TRUCTURALFRPMINGADLDPOBEARINGASSEMBLIESSHP BELIMTED BY - lJp�i l.rllw\.II J a UNLESS DIRECTED OTHERWISE By THE-TECHNICAL ENGINEER: PRf55URIZED AIR PND.A WIRE BRUSH.THE DIAMETER AND TYPE OF DRILL BIT SHALL BE AS SPECIFIED IN ME ALL MEMBR5.SURFACES OF MEMBERS SHALL BE.SEALED WTH PRIMP I5EALIG COATING. THE PROVISONS OF THE IRC: SMPSON"ANCHORING AND FASTENING SYSTEMS'TECHNICAL MANUAL LATEST EDITION, E.TRADEMARKS ER MEMBS SHALL BE MARKED WTH THE ENGINEERING WOOOS M APA BAD TRADEMARK - 51-51Zf PERCENT FINER BY WEIGHT NOICATNGCONFORMA .,,th TIEMANUFACTURING,QUALilY URANCf AUD,.NARMNGFROV1510NSD5 FLOOR FRAMING R502.8 - ANS STANDARD A 90 1992. 6'in; IRO S.ANCHOR SELECTION SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: - - WALL FRAM NG R6026 - - 9CFKDTECTOVERIG ON FOR SHPMENT.MEMBERS SHALL BE INDVIpUALLY WRPPPEL THA WATER Rf515TANT RODFKELING FRAMNG RB02.] - DATE ISSUED: No 11 no - 3iaso AADnEs1VE ArvcnoR covEwNG FOR sn1PMENT. ' � HEADER SCHEDULE(U.N.O.) 07.26.2013 - NO.2W 0.10 a NON-0RADKID CONCRf1E AT 17.ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION b CRACKED CONCRETE SET-XP + AND DO NOT MfCE55ARILYINDICATE EFECI FIC QUANTITIES OF MATERIA50R COMPONENTS REQUIRED FOR. OPENINGWIDTH LINTEL SIZE .BEARING REVISIONS: 9.ALL UTIUTES CRO55ING FOUNDATION WALLS EMALL GENERALLY CROSS AT SO DEGREES TO THE c.GROUT FILLED CMU AT a - - CONSTRUCTION, - WALL LINE WIERB UTILITYCROS5ING ELEVATIONS ARE N CONFLICT WTH THE FOOTING OR WTHIN - - 24•BELOW THE BOTTOM OF FOOTING,THE FOOTING SHALL BE STEPPED DOWN SUCH THAT THE UTLITI B.MECHANICAL ANCHOR. � � IB.MINMUMSM051ZEANL LAYOUTFORLOADBEARINGANDSHEARWALE: T6 OR LESS (2)-2X9 11R" ' CROSSES THROUGH THE FOUNOATION WALL - a.NONGRPCRED CONCRETE WEDGE-PLl - b.CRACKED CONCRETE STRONG-BOLT - - I. EXTERIOR WARS 2.G @ I"O.C. - IOFOUNDATION WALL55HALL BE BACKFILIED EOUALLYON BOTH SIDES UPTO ME LOW 510E FINISH c.GROUT FILLED CMU WEDGE-ALL F. INTERIOR WAILS 2r4 @ I I'D.C. OVER 3.W THRU 64 F' (2)-2X10 1 in" GRADE.UNBALANCED BALKFILL ON BASEMENT FOUNDATON WALL51N EXCESS OF 4 FEET SHALL NOT - BE COMPLETED UNTIL THE FIRST FLOOR LEVEL OF FRAMING HAD BEEN CONNECTED TO THE "' 19.EX(ERIOR WALLS AT CLEAR 5TORIES SIALL BE BALLOON FRAMED. - I FOUNDATION WALL AND FLOOR DIAPHRAGM SHEATHING NAIPDN RACE.BACKFILE SMAI BE PLACED - .H OVER 51 THRU TB (2)-13/4'k91/4"MICROLAM LVL IN LOOSE LIPS W TH NO MORE MAN 6'NTH OKNf55 WHEN COMPACTED W TH SMALL IAND MANIPULATED MICMINES ANO NO MORE THAN 12'IN AREAS WHERE LARGE VIBRATORY COMPACTORS ARB USER,BAGKFILLING AGAINST FOUNDATION WALL5 SHALL NOT BE PERMITTED WIE N]DAYS Of .A OVER T-S THRU 84i 2 1 3/W'11 T/W MICROLAM LVL GONLR Tf PLACEMENT UNLESS FIELD TESTING EGATES NG N AN ACHIEVED COMPRESSIVE STRENGTH OF ppP. AT(FAST 75%OF THE SPEC FIED STRENGTH(Pc)AT 25 DAYS. - ()- DRAWN BY: 111 0 :.INSTALL PERMANENT FOUNDATION DRAINAGE WHERE REQUIRED PER IRC R905.IN5TALL - OVER 13'-S"THRU S.IQTO 0 FOUNDATION WATERPROOFING OR 11-00FING WHERE REQUIRED PER IRC R906. 12,�„ (3)-1 3/4'114-MICR LVL I 4 12" . - PROJECT#: - ° A f� DRAWING NO.: A - - SD1L O DIVII STAMP*, ' \s�ERED�RfyY •, � CAZT-IAAFfACEGLhC.�/p RCYV fRL4fAG 5fiCIfiLAI1Q15 NCCYJ LT�LSJ.HN'/mN'1l0/P> STRUCTURAL SnfA4 PANEL - - � 'J ' CONSTRUCTION REQUIRED OF THE CONTRACTORS BYTE CONTRACT DOCUMENTS SHALL BE I.ALL CONCRETE SHALL BE PROPORTIONED.MIXED AND PLACED CONFORMING TO CURRENT AMERICAN I.ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE WTH ME RECOMMENDED PRACTICE OF THE I.E%IERIORWALL SnfATHING: I.SHEAR WALL SHEATHING SHALL BE AS SRCIFIfD FOR EXTEROR WALL SHEATHING IN ME WOOD CONSTRUCTION NOTES (5 No. 10563 '� ALL AND ffROWeD MENTBI P"Th C NTRACT ME LECCUMENT1.GBUI DING-RHIDOf UWDNG05HA CODE USED IN CONCRETE INSiIN1£(PLD 301,304 AND 30B STPNDPR05.TnE FOLLOWNG CONCRETE MI%DESIGNS SHALL BE AMERICAN fORfST EPAOER ASSOCIATION(AFtPA)NATIONAL DESIGN SPfCIFlLATION FOR WOOD CONSTRUCTION IDHEGU IPONAL EAST HIND,BLOCKING AND CONNECTION HARDWARE PROVIDED AS USIED IN THE SPEAR WALL O T Liu I 5VUCT,NTCD BIGN 1 CHE INTERNATIONAL TS.ME GOVCODE 200EB DING CODE US SAC THE USED: (N,5). .ALL EXTERIOR WALL SHEARING 5.11 BE MINIMUMWALL 111.MILK APA RATED WOOD ONE BIDS REAL PPNEI SCHEDULE. Yj pARNSTA6L .5 STRUCTURAL DESIGN 15 THE INTERNATIONAL COMMERCIAL CODE 20B(IBC)W M MASSACHUSEI'TS REHEATING W IS A SPAN RATING OF.STS OR NG SHALL LL BE OSUR 1.D AT H AI5TLONG ONE BIDS OF ALL 4 OP"E 2.ALL W000 MEMBERS,ENGINEERED LUMBER,AND RW.000 USED IN CONSTRUCTION OF MI55TRUCTURE SHALL FMfRIOR WALLS SHALE BE SHEATHED.SHEATHING SHALT BE ORIENTED WITH LONG SPAN OF THE SHEET 2.ALL SMEAR MODELS SHALL BE APPLIED gRECTLY TO ME PALE OF FRAMING MEMBERS IN ACCORDANCE WM ME SPEAR MASS. AMENDMENTS.ALL WORD SHALL ALSO BE IN STRCT ACCO.ME A W M THE REQUIREMENTS Of ME A.GFNfRAL'S1RUC(URAL CONCRETE - • BE 0 rypAS'A-A TOWNOF BARN IN HUIHO ORES, ED.11NADDIPON,THE AFLPI GUIDE LLEO TH15O NBe OTCWMANDOTALL CTUOD JD ENGINEERED LUMBER MEMBERS SHALL BE FREE FROM CRACKS,FNOT MOLES,' VERTICAL OR P5 AL S.TOAS SUPPORTING STl1B,WALLSHBAMING DGMPLACE,I 1EDWMB! WALL SCHEDULELITED SHBARTND.STEMINGND NG.ME AND ABDITIOF LMING S OF MEMBER IF FIRE YNOT BE PLACED CONSTRUCTION IN�IGHWNDAFFAS,120MPH,EXPOSURB,IS PPPLICABIf TO TRIO PROJECT 20-DAT STRENGTH(MIN) 3,000 P51 � NOTCHES AND OTHER STRUCTURAL D6IGIENCIES. � COMMON NNLS AS SHOWN ONTHE MASSACHBFRSCHECKLIST FOR WMPLIANCf,IIOMPH HIND ZONE. BETWEEN ME LISTED SHPA4 PANELSMFAMING AND ME FACC OF THE FRAMING MEMBER.IFAFlR RATING REQUIRES Y G COARSE AGGREGATE ENEM SAE' ADUITP)AL LAYERS OF SHEATHING,THEY SHALL BE APPLIED ON TOP OF THE 5HP R PANEL SEAMING AFTER AN 2.WHERE STRUCTURAL ELEMENTS ARE NOT D111HE,ON THESE DRAWNGS,THEY SHALL BE PROVIDED ARENTRAN.ER 1.Dt I%) E.WOOD FRAMING SIZES,VERTICALfRAMING,HORIZONTALFRAMING,FIRL'STOFS,ANCHORAGE,FURRING AND - 2.SLOPE,ROOF DAPMRAGM SHEATHING: .' INSPECTION E5 MADE OF ME BASE SHEAR PANEL. AS PER THE MINIMUM PRESCRIPTIVE RQUEREMENTS OF THE GOVERNINGBUELDING COOS. SLUMP 5-(_11 CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER IRL MINIMUM REQUIREMENTS, ' , � � ROOF SHEATHING SHALL BE 5/8'THICK N'A RATED W000 STRUCTURAL PANEL W M A SPAN RATING OF 3.UNLESS NOTED OMERW Sf ON THE DRAW NGS,PROVIDE AT LfPST 2-2X B0ILTLP STUBS)WINO POST)AT THE ENDS OP 3.COMMERCIAL STRUCTURES LOCATED IN Me WIND-BORNE DEBRIS REGION AS DEFINED WHIN THE B.NTEREOR 5LAB-0NGRADE INO ARI - A.ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WTH CONCRTf ERULL PLATES) HALL 3416,OYo5UR I.SIT MING SHALL BE OIDNTEDAM LONG SPAN OF ME SHEET PERPENDICULAR TO EACH SHEAR WALL SHOWN ON THE PLAN.ALL nOLDOWNS AND METAL 5TRAP5 MUST BE ALIGNED AND CONNECTED TO THE, MASSACHUSETTS AMENDMENTS SHALL PAVE ALL MRSICAS PROTECTED FROM WND-BORNE DEBRIS IN BE PRESERVATIVE TREATED(PT)LUMBER.WATER-BORNE PRESERVAPVFS SHALL BE USED AND LUMBER SHALL BE THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY-O.L.SHEATHING MUST BE SAME WND POSTS WTHIN THE WALL. ACCORDANCE WTH MASS.STATE CODE, 2&BAY STRENGTH(MIN) 3,500 P51 TREATED IN ACCORDANCE WITH AWPA U I AND USE CATEGORY CONSISTENT W TM THE FROFOSEO MEMBER USE AB OONTINUOU5 BENEATH ALL OVERFRAMED ROOF AREAS OR DORMERS, A COARSE AGGREGATE P'" N, FOLLOWS: - 9.ALL SHEAR PANELS SHALL EXTEND FROM 51LL OR Sq.PLATE OF WALL TO ROOF DEAMPABM SHEATH NG.AT INTERIOR C O WATER CEMENT RATI O(wlc) 1A UC2: INTERJOR POTENTIAILT DAMP LOCATIONS A.FAS TENING WTHIN GENERAL ROOF AREA(RAFTERS SPACED AT 16'ON CENTER).8d COMMON AT 6.O.C: SHEAR WALLS,SHEATHING SR CIFlED AT THE UPPER FLOOR LEVEL 5 REQTHEU RED TO EXTEND INTO T ATTIC UNTIL IT SLUMP 5'(x 19 B.LOSS F_XIERIOR NOT IN CONTACT WTH GROUND _ ON SUPPORTED PANEL EDGES(EN)AND L"O.C.ALL INTERMEDIATE SUPPORTS(FRI. INTERCEPTS ME UNDER5I BE OF THE ROOF SPEARING.THIS REQUIREMENT 15 WAVED WHERE A DRAG TW55(DTI DIRECTLY C.UGAA: FYfERIOR IN CONTACT WM GROUND - - ABOVE AND PARALLEL TO ME SMEAR WALL 15 CONNECTED TO ME TOP RATE OF ME WALL IN ACCORDANCE Win TEE g� D 3.FLOOR GA RAGM SHEATHING: _ SHEAR WALL SCHEDULE. ).DESIGN DEAD LOPE (SEE PI50 NOTE I3 BELOW FOR5LAB5 E%FOSEp TO DEICING LHfMICAI.S) - S.ALL FASTENERS AND CONNECTORS IN CONTACT WHITE PT WMSER SHALL BE POT-DIP,ZINC COATED GALVANIZED A 5LOPED ROO'AREAS ED, POP - - 2.ME USE OF ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJEOr TO ME APPROVAL OF THE STEEL OR STANLE555TEEL AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, FLOOR SHEATHING SHALL BE 3/4"THICK ADVANTEM VIP+WOOD STRUCTURAL PANEL AS MANDFACTURED 5.MEA,owma SHEAF CAPACITIE5 LISTED ON THESE DRAW NGS HAVE BEEN REDUCED TO PERMIT THE USE OF STUD WALL O ,� BY PURER ENGINEERED WOODS LLC OR AN APPROVED SUBSTITUTE.PANELS SHALL BE TONGUE AND FRAMING MATERIAL OF I2 SF OR BETTER.IN GENERAL ALL WOOD STRUCTURAL PANEL(WEP)SHEAR WALLS SHALL HAVE E.1 LOOR 20 PER ARCMITECT,.MEUSE FOLLOW THERORIDED OTHER CHL OF THEMANUFAGEALTSCTURER SHALL LL NOT EDFPER USOOF - RATING 01 .111 To U • - ADDITIVES.THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARNG SALTS SHALL NOT BE PERMITTED, BG.ETTER.ALL STUBS,JOISTS E SEAM5 T1 THE MINIMUM RI HEM-FlR,ORB25 LUMBER)-TIN SORE OR M,STE TYPE,OREFENINGAR To THE MEMBERS IANDSHALL VERBEDRIENTE STAGLONG SPAN OF MEMBERS. ME 5PAONG.C.MAXIMUM,M. NOT ARE MAXIMUMS ONLY. FOR EXACT'512E AND SPACING OF WALL FRAMING (� BETTER.ALL LUMBER SHALL BE STPMPf,WTM THE GRADE MARK ORPN PPPROVfD LUMBER TESTING OR GRADING THE SHEET ffRPENDICULAR iO THE SUPPORTING MEMBERS AND VERTICAL SfAM55TAGGERD BY 4'O -MEMBfRS,.Mf SPACINGS LISTED IN THIS NOTE ARE MANHUNTS ONLY. � 3.CONCRETE EXTOSED TO DEICING CHEMICALS SHALL NOT FACEED THE PERCENTAGES OF THE TOTAL WEIGHT OF. AGENCY IN ACCORDANCE WITH DOC PS-20.FINGER JOINTED LUMBER SHALL NOT BE PERMITTED. O.C.FLOOR SHEATHING SHALL BE SET IN A CONSTRUCT ON ADHESIVE ON SUPPORTNG MEMBERS AND _ Z A.ATTICS WMOUT STORAGE I0 FE, CEMENTITIOUS MATERIALS(FLY ASH,POZZfLANS,SLAG,AND 51LICA FUME)SPECKED IN SECTION 4.2.3 OF ACE - FASTENED W M Ed DEFORMED SHANK NALE AT A MAGMUM 6'O.C.AROUND ALL SUPPORTED PANEL LL B.ATTIC5 WTI LIMITED STORAGE 20 P51 A 310. ].ALL ENGINEERED WOOD PRODUCT5 SHALL BE AS MANUFACTURED BY EEVEL BY WfTERHAEUSER,TRUS JOIST OR EDGES(EM AND E 2.O.C.ALL INTERMEDIATE SUPPORTS(IN - C.ATTICS-HABITABLE OR SERVED BY 5TAR5 30 HIS AN APPROVED 5UB5TIT)TE,WHERE AN ALTERNATE PRODUCT 15 PROPOSED,LAMINATED VENEER LUMBER(LVU. - N D.DECKS AND EXTERIOR BALCONIES .40 FSF 9.PRDTELT THE CONCRETE SURFACE BETWEEN FlNISHI NG OPERATIONS ON HOT,DRY DAYS OR ANY OTHER TIME PARAL N.E.STRAND LUMBERFSQ,AND LAMINATED STRAND LUMBER(LET)SMALL BE MAN UFACRED TO THE 4.ALL NDNBEARW PARTITIONS PARALLEL TO JOISTS SHALL BE SUFPORTED AT THEIR BASE BY A JOIST. 51RUCnIRk STEEL NOf6' =C)E.FIRE ESCAPES 40 PSF THAT PLAEFEG SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP.PLASTIC MfMBRPNf OR FOGGING. MINIMUM PROPERTIES SPECIFIED BELOW.ALL ENGINEERED WOOD PROOUCT5 SHALL BE INSTALLED IN ACCORDANCE DIRECTLY UNDER ME PARTITION OR WHERE THE PARTITION FALLS BETWEEN JOISTS,2.4 BLOCKING AT A Q P.GARAGEIPASSENGER-1USED 'So PSF(2,ODOi OVER W SQ.IN.) PROTECT CONCRETE SIPB AT ALL TIMES FROM RAN.IWLOR OTHER INJURIOUS EMSCTS. WTH THE BETALS ON THESE DRAWNGE AND TILE.MINIMUM STANDARD BETALS'FROVTOED BATHE MANUFACTURER. SPACING NOT TOF LEED'29'D.C,BENwM THE WALL ABOVE.2.4 BlOCRING SHALL BE SUPPORTED BY I.ALM)EFFL 5 CTFE-TNiA-EURAL STEEL GN.I CONFORM TO THE AMERICAN SOCIEttof TESTING MATERIALS G.ROOMS OTHER THAN SLEEPING ROOMS 40 P5F - CONTINUOU52%LEDGERS ALONG THE J015T OR BY J015T HANGERS. _ IASTM)SPEC FLAT ON A36 J <^ H.51F.CPING ROOMS SO FSF 5.WHEN CONCRETE PLACEMENT 15 TO OCCUR DURING HOT OR GOLD WEATHER CONDITIONS AS DEFINED BY KI PROPERTY LVL PSL a PSL(COL) - 2 QUALITY OF WELD NG SHALL BE N ACCORDANCE WTH THE AMERICAN WELDING SOCIETY TAWS) W - I.STAR 40 PE,(30CA OVfR450.INJ B05OR 309,Tnf CONTRACTOR SHALL SUBMIT PROPOSED CURING METIHOB TO THE ARCHITECTENGINEER FOR S.ALLPOSTSSHALLBE CAKFED-TOFOUNDATIONS.J015r LAVITIESWITNINTHEROORTHATFALLIN STRUCTURAL"WELUNGCOOE 5TEEL;AW501;1-03,ALL WELDING BYAWS QUALIFIED WELDERS. r yo J.So,14:12 ETCH) 20 FSF(Be,SNOW LOADS) REVIEW AT LfP5T 10 DATE IN ADVANCE OF THE PROPOSED CONCRTE PLACEMENT DATE.PROVIDE MI NIMUM 5- MOOULU50F ELSTICITY(B. I—10 620%10"6 1.55XI0"61.0X 10"6 UNEWITII POSTS SHPLI Bf BLOCKED 50LIDBEM'EEN inE TOP PLATE DF THE WALE BELOW TO THE 3.DETNI£D SHOPORAWNGS OF ALL STRUCTURAL STEEL SMALL BE SUBMITTED TO TI1f ENGINEER = K.ROOF OF-12 ETCH) 16'For(SEE SNOW LOADS) - DAY FROST PROTECTION FOR CONCRETE PI.-WGX)R CURD IN COLD WEATHER CONDITIONS. IL OURAL STR55(F61,pa. 2,LOJ E.- 2,325 2,4C0- U DEREBDE OF THE SIX.PLATE ABOVE.. - - FOR APPROVAL PRIOR TO ORDER NG ANDOR FABRICATING STEEL.CONTRACTOR TO ALLOW TWO O(J COMPRESSIONPfRPfNpI'-(Pc)]SO .'E. B00 425 - - (2)WEEKS FORREVIEW BYMf fNG NCER. ED QLv C ENOWLQAD9: 6.CAST-1-UNCE CONCRETE COVER FOR RINFORING SHALL BE AS FOLLOWS: COMPRESSION PARALLEL(FI) 2.510h 2,900 2,050 2,500 6.BLDCRNG FOR INTERIOR FINISHES SHALL BE PROVIDED IN ADDITION TO MINIMUM STRUCTURAL 4,STEEL FABRICATOR SHALL VERIFY ALL EXISTING FOUNDATION CONDITIONS AND DIMENSIONS PRIOR , SHPR PARALIEL Lrv) 255 2. BIG ISo CON FIGURATION SHOWN ON THESE DRAWNG5,REFER TO ARCH1ECNRAL DRAWNG5 FOR SPECIFIC TO SUBMITTAL OF SHOP DRAWNGS. � , F2T A.GROUND SNOW LOAD;Iplg) 30 PSF A.CONCRETE CAST AGANST AND PFRMANENRY EMOSED TO EARTH 3' - CONFIGURATIONS THAT WILL REQUIRE ADDITIONAL BLOCKING. 5.ELECTRODES SHALL BE IN ACCORDANCE WTH AWES E-F CATION A 5. OR A-5S SERIES E]OXX, :� B.EP05UR FACTOR:(C/e1 I.0 B.CONCRETE DIRGE O TO EARTH OR WEAMIR: - B.ENGINEERED FRAMING SERVICEABILITY LIMITS SHALL BE AS FOLLOWS ONLY LOW HYDROGEN EL S ALL REODfS SHALL A RRM METAL FOR USE IN THE FIELD. G.PLl STRUCTURAL STEEL SHALL RECEIVE ONE COAT OF METAL PRIMER BY MEMEC OR fDUAL. C.MERMPL FACTOR;(GL - - a.No.6 THROUGHO BEARS 2' _ 7.WTH MEMBER.M MMENLYORBU LTLP BEAM55HALL HAVE PLIES CONNECTED IN ACCORDANCE D.SNOW IMPORTANCE FACTOR;(Ihl I.0 b.NO.5 BAR,W3 OR WERE AND SMALLER I/2' LL - TS WTH MANUFPCTURR RECOMMENDATIONS - ].ALE 6 Q BIONIE CONNECTIONS SHALL JSf L EDITS, NUTS AN,A325 HIGH STRENGTH BOLTS f.FIAT ROOF SNOW LOAD;MM 23J. MF + C.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT W TH GROUND: • BOOR JOISTS SPAW9B0 SPANI290� UNLESS OTHERWISE NOTED ON THE RPNS,ALL BOLTS NUTS AND HARDENED WASHERS SHALL BE_ F.SLORD ROOF SNOW LOAD;(ph)- 23.1 PSF(ALL SLOPES®GEE^ I) - a.SLABS WALLS PND JOISTS 3M"- - FLOOR BCPMS SPPNl360 SPPNI240' - B.ALL WOOD MEMBER SHALL BE PRE-GRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS. IN ACCORDANCE WTP gSTM SPEC F CATION A 325 b.BEAMS AND COLUMNS(PRIMARY REIN.,TIES,STIRRUPS PND SPIRALS) I I/2' ROOF RAFTERSREAME ILA/C.FINISH) SPAN/360 SPAN/240 .. B.NON-B FNR GROUT FOR BEARING AND BASE Pw SHALL BE MASTER BUILDER5 713 GROUT OR - W ND LOADS: - - - - ROOF RPf1ER5REAMS 5PAN/240 SPPNI E BO(E'MPJp 9.PROV DE STANDARD JOIST MANGERS ON ALL FLUSHBEAM AND BEAM AND J015T ENDS THAT CO NOT EQUAL, B.PROVIDE AND INSTALL NGCE55ARYTEf BARB;SPACER BARS,CHAIR BARS,AND BOLSTER AS REQUIRED TO BEAR ON WALLS C'BEAMS. A.ANALYSES PROCEDURE ASLE]-METHOD I+ MNNTAN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE,ALL SUPPORTS AND ACCESSORIES SHALL 9.ALL WOOD STRUCTURAL PANEL ry5P)SHALL CONFORM r0 THE ROUIRMENTS OF BOG PS-2 WIT A BOND - B.BABIED W ND SPEED;M 120 MPH CONFOWTORE l]U ENTSOFCRSE'REGDMMfN DPRACTICf FDRP ING RNFORCINGe-. CLASSIFICATION OF EXPOSURE E.WOOD STRUCTURAL PANEL SHALL BE STAMPED WM AN APA TRADEMARK - O.ALL WOOD FRAMING SHALL BE FASTENEDN ACCORDANCE WTH THE FASTENING SCHEDULE IN TABLE 2 SHOP DRAWNGB - C.000UPPNCY CATEGORY II - INDICATING THE THICKNESS,GRADE AND SPAN RATING INDICATED ON THE DRAWNGE AND W THIN ME SHEAR WALL Of THE AFEPA GU B TO WODO CONSTRUCTION IN HIGH WND AREAS FOR ONE AND TWO-FAMILY W D.WHO IMPORTANCE FACTOR;RM) .I.o - 9.WHERE CONTINUOUS BARS ARE CALLED FOR,INDICATED.OR REQUIRED,THEY SHALL BE RUN CONTINUOUSLY AND DIAPHRAGM NOTES. - OWLUNGS, OMPH,E%POSURE B,OR TABLE R602.3(I)OF ME RC OR A5,INDICATED IN THESE ).SHOP DRAWNG55HALL BE SUBMITTED TO THE AFCHIifCTBNGINfFR AND RETURNED WITH MEfNGNEER'S Q - E,OP05JRE B AROUND CORNBR5,LAPPED AT NECE55ARY SPLICES,SRILfS STAGGERED WHEREVER POSSIBLE,AND HOOFED _ DRAWINGS THE MORE STRINGENT SHALL APPLY.5MEAR WALL AND DIAPHRAGM ASSEMBLES SMALL BE SIGNED REVIEW STAMP DENOTING'No GCOUTIONS TAKEN-BEFORE FABRICATION CAN PROCEED.AT A AT DISCONTINUOUS ENDS.' - 1 C.ALL JOIST MANGERS,COLUM'DAPS,COLUMN E3 BE,HOLDOWNS,METAL CONNECTOR PLATES AND OTHER FA NED N ACCORDANCE W TH Mf SH1w L AND DIAPHRAGM FASTENING 5CHEDULEB ON THESE MINIMUM,ME FOLLOW NO SHOP DRAW NGS SHALL BE PRfFAREO AND SUBMITTED BY THE CONTRACTOR FOR ^ Q Q - HING TO FGUNLLADGW6 ,IO.RBNFORCINGETEELSHALBENEW BEUET5TffLINACCORDMCEWMA5TMA615,GRA GO.ALLDfTAIB ENGINEERED,,t,.)WOOD OR ANCTION FRODUCTS APPROVEDSBSTIIIJTE BALL PRODUCTS SHALL BE RET�D 5N STRICT ACCORDANCE HEAD SFLUSHW�MTE SMEATHGT SURFACE UPPoRTING MEMBERS 5HNL BE DRIVEN 50 THAT THE NNL, �1zMPoRARYIE-1 NG r� V�/. 7 SHALL BEINACCOROM EWMACIDETALSTANDARDACI315. WTH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. ( - - BCONLREFf MI%DESIGN /y -W I.Mf STRUCTURAL FOUNDATION RAN I5 BASED UPON THE FOLLOWNG PRESUMPTIVE 501L - II.ALL 2%JOISTS SHALL BE PROVIDED WM ONE UNE OF BRIDGNG FOR EACH B FEET OF SPAN.BRIDGING C FOUNOAi ON REINFORCEMENT W � 1 e PARAMETERS: I I.CONGMJCT FORMS TOCONFORM TOSEHAPf,FORM LNEAND GRADEREQUIREG.ANOTO MANTAN 1 1.WR NNL55HALL Be IN ACCORDANCE M ME AMERECAN INSTITUTE OF TIMBER CONSTRUCTION INTO), .'SHALL CON55T OF METAL GROSS,WOOD GROSS 0X3 MIN)OR 2%SOLD BLOCKING OF EQUAL DEPTH TO D.STEEL J05T5 A.BEARING CAPACITY. 2,CC0 PSF OR TABLE 401 A 1) SUFFICIENT RIGIDITY TO PREVENT DEFORMATION UNDER LOAD WITHIN TOLERANCES SPECIFIED IN AL111]. - AMERICAN WOOD COUNCIL NATIONAL DESIGN SPECFICATION FOR WOOD CONSTRUCTION MGS)AND ASTMF IGG]. MEJOST.CONTNUOUS IXS STRAPRNG ACROSS Mf BOTTOMOF Jg5155MALL SAPS%THIS f.STILUCNRAL G_ � i B.ACT,B FARM PRE55UR 40 PCF A -ALL NNLS SPECIFIED ON THESE DRAW NG5 SHALL BE COMMON NNLS UNIFSS NOTED OTHI SE.THE FOLLOW NG REOUIRMENT.FLOOR AND ROOF TRUSS COMPONENTS SHALL HAVE BRIDGING OR BRACING UNES A5 R STEEL-1 Q AT RESTEARTH PRf55UR 60 O � O C. PCF E2.FORM55HALLNNINPwC UNPLMELONCRETEHl 5UT EOUATfLYTOPREVfNTDAMAGETOMf UM DIAMETERS SHALL BE USED FOR THE COMMON DEEGNATION5 ON THESE PLANG; SHOWN ON TRU55 MANUFACTURER DRAWNGS ENGINEERED LUMBER AND I-ST55HALL BE SUPPORTED G.ELEVATED SLAB REINFORCEMENT CAST ELEMENT BY FORM REMOVAL, N NO LASE SHALL FORMS SE REMOVED ON THE SPECIFIED CONCRETE LAl£RPLLY AS-UIRD BYRE MANUFACTURER. M.FRFABRICATED WOOD TRU55E5 W R ES EL LL � LV Z 2.ALL PSUMPTEVE SOIL DESIGN PARAMETERS ASSUMED ON THE DRAWINGS SHALL BE CONFIRMED EMENTS BEfORf MEFDLLOWING PERCENTAGE OF Mf SPECIFIED STRNGM(PcI SACnIfVED: - - ffNNY WT. lfNGM I MAMEIER - L.ENGINEERED WOOD FRAMING p-, Q ^ Q IN ME FIELD BY A GEOTECHNICAL ENGINEER LICENSED IN ME COMMONWEALTH OF MASSACHUSETTS - 12 FRAMED OFSMNG5 SHALL HAVE TRIMMER AND KING STUD DUANTITIES AS FOLLOWS: J.PREFABRICATED WALL PANELS L� O L.L (OR THE LOCALBUILDING OFFICIAL)PRJOR TO CONSTRUCTION OF ANY FOOTNG5 WTH N LAST ELEMENT % Pc AT TIME OF FORM REMOVAL A FLOOR SHEATHING(DEFORMED SHANRI Bd -21V ` 0. I I- EXTERIOR WALLS - R.WOOD CONNECTION HARDWARE(HOEDOWNS.STRAPS,CLIPS,ETC.) - = w } fXLAVATIONS.STRUCTURAL FILL SMALL ONLY BE RACED UPoNUNDISTURBED MATERIAL CONFORMING B.ROOF SHEATHNG(SMOOM 5HAMQ - SB 23/B' I 0.113E .PfNN�G 51ZE TRIMMER KING � L.ELEVATOR LGAU5 AND CONNECTION RQUIREMENT U N /�/ w .TO THE REQUIRED MINIMUM REARED CAPAC TY. FOUNDATION WALLS>4 HIGH 9096 C.SPFPR WALL SHFAM NG SMOOTH SHANK _BE 21/2 0.131E - UP To O -2% 2-2% _ Q L w F D.GENERAL FRAMNG Si...I SHANK) Bd 2112E 0.1 IS' OVER-TO B'O . 2-2X 3-2X 2.5HOPDPAWINGS SHALLBCORGINALDRAWNG5CONTANNGNOREPRODUCTIONSOFANYkL EMAIOR /�/ 3.ALL FOOTING55HALL BE CARRIED DOWN TO AMNMUM 6'LATHER OF CDMPACTEU CRUSHED STONE 13.E%POSED TO VIEW CONCRETE FINISH SHALL BE A SMOOTH FORM FNISH IN ACCORUAN.CE WT.AD ICd 3' 0.12E OVER BO TO 100 2-2X 4-2X A550CI ATES,INC.-5 PREPARED DOCUMENTS SHOP DRAW NICE WLLNOT BE ACCEPTED BY THE N Lv - OVERFlLTERFABRJCORSTRUMNA.FILL,PLACED UFON UNDISTURBED MATERIAL 48 UNDISTURBED REQUIREMENTS.CONCEALS)CONCRETE SURFACES MAY BE A ROUGH FORM FINISH ALL FLASHES SHALL BE - 121 3EN' 0.12E OVER TOO TO 3-2%' S-2% ARCHIifGT,£NGINEER WTHOUT GENERAL CONTRACTORS REVIEW STAMP AND SIGNATURE. O U M �. N MATERIAL CONFORMING TO THE REQUIRED MINIMUM BEARING CAPACITY UNLESS NOTED OTHERWSE COORDINATED WM ARCHITECTURAL FINISH REOU RMENrS. - _ 16P 31/T- 0.131E U `,•/ ON THE DRAWNGS. - INTFPJOR WALLS: 3.RVEENIN To THE BYF THE CNTRATDOCU DOES NOT RLIfVE ME CONTRACTORS FROM 4:ALL NTFPJOR SLABS SHALL RCfIVf ASTfEL TROWEL FINISH AND ALL EXTERIOR SLABS SHALL RCEIVfA � ORAL NG SIZE TRIMMER PING - CONFORMING iO THE RQUIRMEMS OF THE CONTRACT DOCUMENTS. U r � I� 9.SWB-0NGRADf SHALL HAVE A BASE COURSE OF NDT I.SS THAN 6'N M CKNE55 MAi CON515T5 BROOM FlN SH F NISH NG OF SLAB SURF ES SHALL COMPLY W TM THE RECOMMENDATIONS OF�1 302.1 JP TO 4'O I-2% I-2% - - DFGRAVELORCRU$HEp STONE CONTNNING NOT MORE MAN IO%OF MATERIAL MAT.PA_ AND 3O4. GWLPIA NOf6. - " OVER 40 TO B'O 2-2X 2-2%. 4PROPOSECMANGE5,SUBSTITUTIONEED11 LETONS MADEBYTHECONTRACTORESHALLSESUBMI-Dr0 W w " - OFGRAVTHROUG ORORLD VE. - - Mf ARPTECTHNGNEERINWRITINGWRREVfW DCOMMENTPRIORMO E1RINCORPoRATIONINTE 15.IN1ERIOR 5LABS-0NGRADf SHALL BE PLACED ON A I O MIL(MIN)POLYETHYSNE VAPOR BARRIER HAVING ALL AGENERAL CFfNINGSGRfATERMAN-51-ALLHAVf ASINGlE 2.ONFLATTOMATCHSNDDEPTHALONGMETOP PROJECT CHANGES,SUBSTITUTIONS OR 11LETIONS WHLM HAVE NOT BEEN REVEWEB BY THE PROLEDJR _ - 5.BOTTOM OF FORTING FlEVATIONS SMDWTJ ON THE PLAN ARE MINIMUM D 15,AND AR NOT TO SEAMS LAPPED NOT LESS THAN G'. _ OR BOTTOM OF HEADER.FASTEN TO HEADER wl 2-ROWS I D @ O O.G. Q BE CONSTRUED AS LIMITING IN ANY WAYME AMOUNT OF fXLAVATON ROUIRD TO REACH GOOD - WELL BE CON51pERp UNPCCfPTABIf. U O LID BEARING.NO FOOLING ELEVATION55HALL'BE PBJUSTED WTHOUT TMf WPJTTFN NITHORIZATION OF I6.CONTRACTON JOINTS SHALL BE USED TO BIVEDE SLABS-0N-GRADE INTO RECTANGULAR PANELS NOT I.STRUCTURALGLUED LAMINATED TEMBERSHALL1311 1111DA55HOWN ON THE RAN5 AND IN 13.LONVFMONALRAFIERFRAMINGANDRIDGE BDPRD: L.�/ ACCORDANCE WUM TMf FOLLOW NG SPFCIFlCATIONS. S.RECORD SETS E SUBMITTALS,Y THE GENERAL RAL C DRAW NG5,SAMRFS,DATA,AND CERTIFICATES,SHALL BE N C/ THE ARCHIMOTiEN.M.R. - EXCEEDING 4005F(20X20)UNLESS OTHERWSE NOTED ON THE CONTRACT DRAWNGO JOINTS MAY BE SAWED' 2,FOR CUSTOMORBER,SHOP DRAW NGS AND DfTALS SHALL BE FURNISHED AN O APPROVED BEFORE _ MANTANEDIN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. ` -^ AS SOON A5 PRACDCA1 NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 HOURS AFTER FABRICATION 15 COMMENCED. RIDGE BOARDS of MINIMUM 2.E PROVIDED D ALA DEPTH EDGE MATCH THEVERTICAL CUT OF A - _ .' - = V G.IF ENCOUNTERED.EDGE OR ROCK SHALL BE OVER EXCAVATED A MINIMUM DEPTH OF L 2 INCHE5 � CONCRETE PLACEMENT. - ( CONVENTIONAL 5MI IED,BAT X SMALL BE PRTECAL R ALONG ALL ROCUDS 1 S S'.FROMWN THE PLAN UNLA MCGE Gf CONTRAG. CTORONS SHALL ONLY IMPED UM E ENGINEER NEVIE W TAMP G r HAVE BEEN SIGNEDONS TAKEHE N', BELOW Mf PROPOSED BOTTOM OF FOOTINGS,COMPACT£,STRUCTURAL FILL SHALL BE PROVIDED 3.ME GENERAL CONTRACTORL ACtOR SHALL TIMBER FURNISHED CONNECTION MER AND HARDWARE FOR JOINING BEAM 5 PRO F fD.WHIR Mf VERTICAL RAFTER CUT E R FRAMING OF PROVIDE AN LSL AR S L GATE U AS BACRFILL ABOVE LEDGE OR FOUR AS NECESSARY TO MEET ME PROPOSED W70M OF FOOTING 1].SCREED FLOORS LEVEL MANTNNING ED-FLATNE55 AND LEVELNESS TOLERANCES I N ACCORDANCE OF ANCHORAGE EMBEDDED IN MASONRORGGISTOFACPOME PLAE TODTLAH HELD W,D"ToIVf CONTRACTOR AND REVIEW STAMP DENDTING'NO f%LEPIIONS TAKEN'. ,) 1 OF ANCHORAGE EMBEDDED IN MASONRY OR CDNLR TE,SIRING PLATES AND ISMS FEUD WELDED i0 BOARD,PROVIDE COLLAR TIES ON LONVENTIONPL RAFTER FRAM NG OF AT LEAST 2.6 BOARDS LOCATED FULMATIONS.FOOTINGS ARE NOT PERMITTED TO TRANSITION FROM SOUL BEARNG TO LfWEBE RD WTH ME FOLLOWNG: - STRUCTURAL.SMEL:STEEL.CONNECTIONS SHALL BE FINISHED WMONE COAT OF-RUSTNMBITING PANT. ATADISTANGE OF 15 OF THE RIDGE HEIGHT GOWN FROM THE RIDGE BOARD ANpAMP%MJM SPACING Of _ WMOUT PRIORWRITTEN APPROVALOF TEARGETECTENGINEER. A.SLABS-0NGRADS RAGETO/MEIN 10EEET. - 48"O.C.WHERCCOLI-ESCONFUCTWMMEARCHITECTURAL LAYOUTORAROMERWEENOT INSTALLED.C51 G F32'LONG OVER ME BODES-MAYBE PROVIDED®40'O.C. A S.MANUFACTURE - - T NO FOOTINGS SHALL BE RACED N WATER OR ON FROZEN GROUND.DE WATERING SHALL BE - PRDALEDIFNECESSARYTOMANTAINTHEGROUNDWATER LEVEL BELOW THE BOTTOM OF CONCRETE XQ`FLPIVFXWO [GTYWIL'ALMCIKRSPSZElf MATERIALS,MANUFACIUR AND OUAUtt ASSURANCE.STRUCTURAL GLUED LAMINATED TIMBER SHALL BE POSTS WMIN EWND.FRAMING THAT AR0 E ANDGIRDER TRU55 DWOR GIRDER RUES B #B FOOTING PLACEMENT FOR AT LEAST 24 HOURS.ME FOLLOW NG MINIMUM FOOTING DEPME ARE - IN CONFORMANCE WITH AN51 STANDARD A I SJ.1-1992,AMERCAN NATIONAL STANDPRT�FOR STRUCTURAL POSTS W MIN ME WALL FRAMING THAT AL DIRECTLY THINGALGNED SN THE BEAM DR GIBBER T LEAS ABOVE. "4 REGUIRFDfS MEASURED FROM METOPOF.ADJACENTGROUNUSURACEORELASTOTIMf BOTTOM E.ALLADESVEANDMECHANECALANCHOR55HNLBEASMANUFACNREDBYSEMPSON5TKONG-TIE £GLUE,LAMINATED TIMBER,OR OTHfRCODf APPROVED DESIGN,MANUFACTURING PNDOR 00PUtt - ALL BU LTLP BEAMS Of 2%CONVENTIONAL FRAMING MEMBfR55HAL1 BE SUPPORTED BY AT LEAST ME _ TITLE: SURFACE OF FOOTING: I-—sowncNo -)OR AN APPROVED SUBSTITUTE.ALL SPECIFICATIONS AND R BOMMFNDATIONS ARE AS � SAME NUMBER OF B0 LTLP STUDS,ALL ENGINEERED WOOD BEAMS AND GIRDER TRUSSES MUST BE d - OUTUNED I N THE S MI-N'ANCHORNG AND FASTENING SYSTEMS•TECHNICAL MANUAL LATEST EDITION. ASSURANCE PROCEDURES. SUPPORTED BYA MINIMUM OF A 3 P Y BUILT UP STUD OR THE NUMBER OF STUB ROUIRED TO MEET OR - INTERIOR(HEATED) 121NCHE5 - 2.DESIGN VALLJES,STRUCTURAL GLUED LAMINATED TIMBER SHALL PROVIDE DES GN VALUES A5 SHOWN FOR _ EXOES ME WIDTH OF THE FRAM NG MEMBER ABOVE,WHICHEVER IS LARGER,WHERE SOLID OR. i rI I(•t I r Z EXTERIOR NNMEATfD) 4FEEi 2.ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE LOCATED TD MEET MINIMUM EDGE AND END DISTANCES NORMAL LOAD DURATION AND DRYUSf CONDITION. ENGINBERD POSTS ARE 5HOWN ON ME DRAWNG5,THOSE SHALL BE CONSIDERD TO SAH-THE Structural SPECIFIED FOR MEINSTALLAT ON LOCATION ENLOUNIERDIN THE FIELD.ALL ANCHORS SHALL BE INSTALLERS 3.APPEARANCE GEAR IFCATION.MEMBER SHALL BE ARCHITECTURAL CLASSIFICATION NACCORDANCEWM MINIMUM POSE ROUIRMENiS. p B.STRUCURAL FlLI SMALLBEDEFINEDA nFl MAIERALUBm To5UPPORTBUILDINGFOUNDA[I 5 .SrRCT ACCORDANCE WTH ALL MANUFACTURER'S RECOMMENDATIONS AND FROLEDURES. 41NDUSTRY RCOHEBIMST DNS. DGS�/�yJn Loads, AND-5.WEER STRUCNRN FlLL IN EXCESS OF 12-IS ROUIRD TO ACHIEVE DESIGN FOOTING - .TIMBLARINER SHALL i NG PDESIVES.ADHESIVES UFORSED IN ES MA IEDE CNBI OF STRUCTURAL GLUED LAMINATED JS.CONSTRUCTION SPACING SMALL A PROVIDED BYMf CONTRACTOREA MANTAS ME BUILDING RUMB �+ EI.VATON5,A PROFESSIONAL GfOT-11 AL fNGNEER LICENSED IN ME COMMONWEALTH OF 3,WHERE AOHE5EVE AND MECHANICAL ANCHORS ARE SPECIFIED TO BE ANCHOR,INTO SOLID CONCRETE TI MBERSH STRUCTURAL MCTURALET CUED-RATED TIMBER COMPLETEAND TRUE,THE BRACING SMALL REM AN IN NDHDPEACE UNTIL ALL ME LOAD BwPJNGPND SMEAR WALLS ARE - }}p MASSPCPUSETTS SHALL GE5IGN,OBSERVE INSTALLATION OF AND TEST THE STRUCTURAL FILL IN WALLS,SLABS,BEAMS PNDRJR ANY OTHER STRULTORPL CONLRTf,EXISTING OR PROPOSED,ME CONCRETE S,CAMBER.STRUCTURAL GLUED LPMINATfO TIMBER SHALL BE MANUFACTURED WTH BUILD NCPMBfR, -COMPLETELY SHEATHED,CONNECTED AND ANCHOR,. Notes gnCl ACCORDANE W M ME-STRUCTURAL FILL SHALL CONSIST OF WLL GRADED SAND AND GRAVEL SHALL HAVE A MINIMUM 2B DAY SRNGTH OF B.-P51. FIREC�B REMISTAN 5MME BE R SHN1fEi OR A AND M C UM MANUFACTURED CAMBER MAY BE SPEC F ED N INCHES. AND GRAVELY SAND,FREE FROM ICE,SNOW.ROOTS,BOD,RUBBISH,AND OTHER DELETERIOUS OR 6.FIR R515tANCE.MEMBER SHALL BE SIZED AND MPNUFACNRED FOR ONE HOUR FIR RE55TANCE. 16.LU1TING PND NOTCHING SHALL BE AVOIDED WHfR VFR Po551B1F.WHEN AB50LJRlY NECESSARY, C�pOI{I!N/"d}IOnC ORGANIC MATTER,AND SMALL CONFORM iO Mf FOLLOWNG MATERIAL GRADATION SPECIFlCATION 4'ALL BORE HOTS INTO ME ANCHORAGE BASE SHALL Bf DRILLED WM A CARBIDE BIT,CLEANED WITH ].PROTECTIVE SEALERS ANDF NISHES.UNUES5 OTHERWEE SPECIFIED SHALL BE APPLIED TO ME ON BOF LUIT NG AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING ASSEMBLIES SHALL BE LIMITED BY l7 ei 'l.a s UNLESS DIRECTEDDMERW5E BY THE GEOTECHNICAL ENGINEER: PRESSURIZED AIR AND AWE BRUSH.THE DIAMETER AND TYPE OF DRILL BIT SHALL BE AS SPECIFIED IN THE - ALL MEMBERS.SURFACE Of MEMBERS SHALL BE SfP1f0 WM PRIMER/SEALING COATING, ME PROVISIONS OF THE IRO SIMPSDN•ANCHORING AND FASTENING SYSTEMS"TECHNICAL MANUAL LATEST EDITION. B.TRADEMARKS,MEMBERS SHALL BE MARKED WITH THE ENGINEERING WOOD SYSTEM APA HEWS TRADEMARK - IHI CATING CONFORMANCE-THE MANUFACTURING,OUALWA55URANGEAND MARKING PROVISEONS 05 FLOOR FRAMING. R5026 - � SEVE SIZE RRCENT FINER BY WEIGHT - a I00 - 5.ANCHOR sFl.CTEON SHALL BE AS FOLLOWS,UNLESS NOTED OMERWSE: ANSISTANDOFFAI SHIP 992. WALL FRAMING RG 6 + F E.PROTECTION FOR SHIPMENT.MEMBERS SHALL BE INDIVIDUALLY WRAPPED WM A WATER R515TPNT i DATE ISSUED: N0.4 . 30.95 ROOF,CBL NG FRAMING R002.] a6� ' � covEwNG FOR SHIPMENT. 07,26.2013 No. IG-50 A.ADHESIVE ANCHOR HEADER SCHEDULE(U.N.O.) No.E. 0.10 a.NonLRPGRED CONCRETE AT _ , I].D ROOF NOTAND RELOORCE55 AM NG LAYOUTS ARE PROVIDED QUANTTE5OFMATERATECON,ETION5ONTS REGRUETON REVISIONS: b.GRACED CONCRETE SET-KD - CODST NOT NECf55AGLT INDICATE SPECIFIC OUANTITIfSOf MATERIALS OR COMPONENTS REQUIRED FOR OPENING WIDTH LINTEL SIZE BEARING 9,ALL UTILITIES CR0551NG FOUNDATION WALLS SHALL GENERALLY GROSS AT SO DEGREES TO THE c.GROUT FILLED CMU AT - - CONSTRUCTION. - WALLLINE.ftERUTILItt LROSSINGELEVATION5AFCINLONNCTWMTMEFOOTING ORWMEN - 24'BELOW ME BOTTOM OP FOOTING,THE FOOTING SHALL BE STEPPED DOWN SUCH MAT ME UTLITY - B.MECHAN CAL ANCHOR B.MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS: 34i OR LESS (2)-2X8 112" CROSSES THROUGH ME FOUNDATION WALL. + a.WNGRACKED CONCRETE WEDGE ALL - b.CRACRED CONCRETE STRONG-BOLT - NTF1IOR WALLS 2x6 Q II,O.L. 10.FOUNDATION WALLS SHALL BE BPCKFILLfO SQUALLY ON BOTH SIDED UP TO ME LOW SIDE FlNlsn c.GROUT FILLED CMU WEDGE-ALL - - INTERIOR WALLS 2.4®16"D.C. OVER 3'-G THRU S'4i' (2}2X10 11n" GRACE.UNBALANCED B AFLL ON BASEMENT FOUNDATION WALL51N EXCESS OF 4 FEET SHALL NOT - - BE COMREi£O UNTIL THE FREE FLOOR LEVEL DP FRAMING HAS BEEN CONNECTED TO ME - I9,EXTERIOR WALLS AT CL.AR STORIES SHALL Be BALLOON FRAMED. FOUNDATION WALL AND FLOOR D APMRAGM SHEATHING NNL.O N PLACE BACKFI LL 5nALL BE PLACED • - IN LOOSE UET5 WTH NO MDRE MAN 6 N TH CKNE55 WHEN COMPACTED W M SMALL HAND OVER 5'-8"THRU Tb" T MAN SLATED MACH NES AND NO MORE THAN 2'N AREAS WHERE,LARGE VIBRATORY COMPACTORS (2)-1 3/4`%91/4"MILROLAM LVL ARE USED.E-FIRLING AGANST FOUNDATION WALLS SHALL NOT BE RRM TIED W THIN]DAYS OF STRNGM Of ACHIEVED COMPRESSI RETE PACEMIMT UNLESS HELD TESTING Np CATCS AN VE OVER T-B'TMRU%-8" 3" 9 AT LEAST JS%OF THE SRCIFIED STRENGTH(Pc)AT 2B OATS. � (2)-1 3/4"x11 7/e'MICROLAM LVL DRAWN BY: CONC S.Khalil - OVER 9'S THRU (3)-13/4'11d"MICROLAM LVL 412" tl I.INSTALL PERMANENT FOUNDATION DRAINAGE WHERE REQUIRED FOR IRL RAGS.INSTALL - \.` O 12's PROJECT#: .. FOUNDATION WATERPROOFING OR DAMPFROOMW WHIR REQUIRED PER IBC R90G. DRAWING NO.: s - S0.01 _ TOWN'{ RNI{TAI§ . 201} NOV 19 02 . ~ t OIL S 7, � K .