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Y N"' r ° tyy .t ,,.,,`x r ° li_:Js di..i",a jle dt{i!{�.r 5 7 i ,t rt ,}4,a,l� nt+"�az ist J?'.' ,.kk'.fl i.1,h, >i , Town of Barnstable,"� 1. ill 1 f �nitxsrwBt� Post=This Card Soha#�t isaVisible From the Sfreet,.;Approyed Plans Mustbe Retained on Job and,this;Gard°aMust be Kept - II '""� Posted Until Final:=Ins ect�onNas Been.Made •�� � �� �_ �:.- � � ��.-� � �>�-`� � � x �'r�� ���� °..;.,,� :�� i �� ♦� :�? - ° T^��'x p "" �..Sr"` �;. ^.:�'� �`� a;.:s.,� @#�,.. "� ��. t��'c„ ,t x"�.�� 7�.R mow_�"9 � „�` �"'� ►�a< tWhere a�Cert�ficate of`Occup�ancy is Repu�red;'sucFi=Building shall Not be,O;ccup dun�til a Final nspection ham been-made Permit Permit No. B-16-2544 Applicant Name: STEPHEN TRAGHELLA Approvals Date Issued- 09/09/2016 Current Use: Structure Permit Type:. Building Addition/Alteration-Commercial Expiration Date: 03/09/2017 Foundation: Location: 997 CRAIGVILLE BEACH ROAD,CENTERVILLE Map/Lot: 206-013 _ Zoning District: CBDCB Sheathing: Owner on Record: BARNSTABLE,TOWN OF(BCH) 1 Contractor Name: STEPHEN TRAGHELLA Framing: 1 Address: 367 MAIN STREET Contractor LicenseCS-106732 2 HYANNIS, MA 02601 Est.' Project Cost: $334,638 00 Chimney.... Description: renovations to existing bathhouse including new toilet fixtures, µPermit Fee: $3,145.21 d 4 . . flooring,structural reinforcement/code upgrades,,toilet partitiions, �. Insulation: cosntruct one concrete patio and one wood ramp, ids - $3,145:21 a 'Fee Pa Final Z. Date. 9/9/2016 P Project.Review Req: renovations to existing bath house including new toilet fiztures,77.-,", flooring,structural'reinforcement/code upgrades,toilet . ��'�� g / Plumbing/Gas. partitiions,cosntruct-one concrete patio and-one wood ramp Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six montFis'affer'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approvedconstruction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall;M in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orroad_and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. °. Electrical The Certificate of Occupancy will not be issued until all applicable signatures,by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work ection 1.Founoation or Footing • 2.St eatfling Ins p M Rough: �-• --M--� 3.All Fir'laces must be inspected at the throat level,before firest flue lining is installed Final:' 4.Wiring&Plumbing Inspections to be completed prior to frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. .Health Work shall not proceed until the Inspector has approved the,various stages of construction: Final; "Persons contracting with unregistered contractors do not:have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final:: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t. I t , FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE ' Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis, MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated d for e property I cated at (,(/'Cl L V , also known as I�� � U have been reviewed by of the ❑ Barnstable Comm ❑ Cotuit U. Hyannis ❑ West Barnstable Fire Department. .THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting & Rescue Access �. r 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment 6.-Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System 10..F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location 16. Fire Protection Rooms 1 T'Fire Protection Equipment Signage 18. Alarm Transmission Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria We believe this document to.be complete and compliant for the issuance of a building permit. We have completed the acceptance testing for the occupan y permit a believ that within the scope of the building permit, the above issues are in complian . Signature lid- 7 �� TOWN OF BAR TAB NS LE BUILDING PERMIT APPLICATION ,. Map 7i0`l� Parcel �, IG Application # ols- Health Division D"�p7bate Issued J Conservation Division r `�?®� Application Fee' Planning Dept. BAN&,F Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address qq r \id to Eck (Zoc.& Village al�Shibte, c,.h-ocr-ilk Owner 7ow ca-,Js -c bk 2- Address Pt"e.(- aN,vtS Telephone ' So 8- Za O - &3 t S Permit Request 4A)0v %0^6 cac�s�nc be L� iSe, r,nvc.[v "e �let 't-�SC�C' �oofc �cx C.cNT1�lGC,o..s.�%t" GAG Clc.�.r4T l Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3 onstruction 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 f4No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing 0 new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes,``s''it��e plan review # Current Use �Ce�t� �a� p"tax)s Proposed Use li�;u.M L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ,,) ::Tele hone Number Ad s _7 yk (D�cQ License # 0&-732 'J I AM- d_lAs Home Improvement Contractor# 'Email--, S}c' ����a�M�l� - � . C-0M Worker's Compensation # 0-2— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO, SIGNATURE DATE f �4 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADIDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. / TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �?,OkO Parcel V Application # r l Health Division Date Issued Conservation Division Application Fee 1 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis r Project Street Address \id(t Boxdq Roa& Village f3ara 5+ub1e., c-?, rvtl( Owner `"rw� crN.Si-ab�e- Address %a 0 pc�r Lr aNN�S V Telephone SO sr- -a O - &3 t s- Permit Request Rc4 w\J:%o�4 6 4v_ksk baftl 0J5e lAie'to t(CA- `1'►�C�� �oo('c Fc� U�ZUIC.Gw-cn�" Cx.G C�c�4T � Square.feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation1-a3qaaaconstruction 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 [41\lo On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes .❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes,,site plan review# 'Current Use Q CIt"Jn C:� ' Proposed Use li t!Cz c .APPLICANT,,INFORMATION (BUILDER OR HOMEOWNER) Name c..A) (� �t Telephone Number Address Cal P& License # C� 1 0&—(3 Z Home Improvement Contractor# - a Email Sc' �`66-eZ �'�� -ca . tom Worker's Compensation # OZ WE QI 014Ot{ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 41 i4 1 f Massacilusctis - Dep rtme.nt of Pubi c Safei.y r l BnarJ of Building Regulations Arid Standards I. Cnnefrrrrtiiin Suhcr�i<nr License: CS-106732 STEPf-ICN TRAGHELLA 3 i9 COLUMBUS AVENUE I Pawtucket RI 02860 ; l a omrniss over 01/21/2017 STATE OF,�.,:: 1 1 _ = = AND LICENSING BOARD mopt �.. .f REGISTRATION . REGISTRANT S NAME AUTHORIZED REPRESENTATIVE M ,.�.. J � 1 f �Yl�ssa�hwsext Department bf;public v Fltiar $:�fety` % of Bvildm9 Regulations acid Sfandards Construction Supervisor License: CS-106732 .r.� i. . Jz STEP F N TRAGI ELLA 5 -:.159 COLUMBUS A VE:1 !` Pawtucket.RI 02960 ; J 9 / , Expiration Commissioner 01/21/2017 > � P O = - AND LICENSING BOARD S`r t _ - REGISTRATION NO EXP D ATE REUSTRANT'S NAME AUTHORIZED D' DIREC OR • i f Shea, Sally From: eDEPConfirmation@massmail.state.ma.us Sent: Thursday, September 01, 2016 5:01 PM To: straghella@mill-city.com Cc: Shea, Sally Subject: eDEP Submittal Confirmation for DEP Transaction ID: 861309 Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection. Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below. Please review it and keep a copy for your records. Please do NOT reply to this message, this email address will not receive messages. For assistance with eDEP Online Filing, please email the EEA Help Desk at mailto:EEA.ServiceDeskgState.MA.US or call 617-626-1111., MassDEP is interested in how we can serve you better. To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at htt ://www.mass. ov/eea/a encies/massde /service/online/ede -contacts-and-feedback.html.• p g g p P To contact MassDEP Programs, please see http://mass. off, v/dei)/about/contacts.htm. DEP Transaction ID: 861309 Date and Time Submitted: 09/01/2016 05:01:07 Form Name: AQ 06 - Construction/Demolition Notification Thank you for using eDEP Online• Filing from the Massachusetts Department of Environmental Protection. Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below. Please review it and keep a copy for your records. Please do NOT reply to this message,this email address will not receive messages. For assistance with eDEP Online Filing, please email the EEA Help Desk at mailto:EEA.ServiceDeskgState.MA.US or call 617-626-1111. 1 MassDEP is interested in how we can serve you better. To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/eea/agencies/massdep/service/online/edep-contacts-and-feedback.html. To contact MassDEP Programs, please see http://mass.gov/dep/about/contacts.htm. DEP Transaction ID: 861309 Date and Time Submitted: 09/01/2016 05:01:07 Form Name: AQ 06 - Construction/Demolitiori Notification Payment Information DEP code Date Amount ($) Payment Detail EMAIL ID OF THE USER: stra hg ella@mill-city com EMAIL ID OF THE OTHER USERS: sally.shea ,town.barnstable.ma.us 2 . : .:. i MIL ITY. CO .NSTRUCTIQN 'Birilding:your future" September 1, 2016: Ms. Sail* Shea Asst. Zoning Adi�nln / Lead Perm t Tech Town of Barnstable - Regulatory Services./ Building Division 20Q Main Street Hyannis, MA 0260I RE: Craigville Beach Bath House Bath House 'Renovations Project Dear Ms. Shea �y Please accept this letter a.$ confirmation that Mr. Stephen Traghella, Project Manager at Mill City Construction., Tn`c., is authorized to sign any and ail bid and/or contract documents related to the Craigville Beach Bath House Project, on behalf of Mill City Construction; ,Inc, a corporation incorporated under the State of Rhode Island:. Sincerely; Andre ;Girard` owner/President ' MII) City Construction; NOTARIZED BY: r Holly agn sa D'ate Commissib expires 7%2/2017 HOLLY&YAQNESAK Notary Public,State of Rhodo Island My commission Expl�"July 2,2017. 7 Old Great Road • Lincoln;Rhode Island 02865: 401=766-3100 n Fax 401'-769-8910 • Web:http//wwwAnill-dtVxozn r Shea, Sally From: MacNeely, Martin <mmacneely@commfiredistrict.com> Sent: Wednesday, September 07, 2016 10:08 AM To: Shea, Sally Subject: RE: can you send me an ok Sally, Yes, I reviewed plans dated 3/4/2016 and we are ok with everything. Martin From:Shea,Sally [mailto:Sally.Shea@town.barnstable.ma.us] Sent:Wednesday, September 07, 2016 9:13 AM To: MacNeely, Martin <mmacneely@commfiredistrict.com> Subject:can you send me an ok Martin, I have a permit application here for 997 Craigville Beach Road and there I thought we had a compliance checklist from the FD and I don't see it. Can you send me one? I hear you guys are-ok with this permit application. Just confirming. Thank you! Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 r } I 1 i SECTION 15 TOWN OF BARNSTABLE NOTICE TO PROCEED [� DATE: August 12, 2016 SUBJECT CONTRACT: Craigville Beach Interior Renovation PROJECT No.: 16031 To Mill City Construction Inc. 7, Great Old Road, Lincoln RI 02865 1. You are hereby given formal NOTICE TO PROCEED in accordance with the provisions of the SubjectContract. Mobilization to the site and construction can begin September 12, 2016 2. It is requested that acknowledgment of this NOTICE be indicated by endorsement hereon, and that the original be returned to this office: The duplicate should be retained in your office files:_ Mark Madnaccio,AIA, Town Architect FIRST ENDORSEMENT TO: Town of Barnstable- Attn: Mark Marinaccio, AIA, Town Architect 800 Pitcher's Way Hyannis, MA 026.0.1 Receipt is hereby acknowledged of the'above NOTICE`To PROCEED under this:contracL By: , Date; Rif -------------- b.' r The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations ' 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Mill City Construction,Inc. Address: 7 Old Great Road City/State/Zip: Lincoln, RI 02865 Phone#: 401-766-3100 Are you an employer? Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 20 4. I am a general contractor and I ` employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑✓ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. msurance.t required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ Sep 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Twin City Fire Insurance Company Policy#or Self-ins. Lic.#:02 WE Q10404 Expiration Date: 10/01/2016 Job Site Address:Cra igvi Ile Beach House, 997 Craigville Beach Road City/State/Zip:Centerville, MA 02632 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 ceEk under the pains and enalties o er u that the in ormation provided above is true and correct Signature:E Date: Phone#: 401-766-3100 Official use only.. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site.Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 7-2010 www.mass.gov/dia i 04 (Policy Provisions: WC 00 00 00 B) 04 QI INFORMATION PAGE WE WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY INSURER: TWIN CITY FIRE INSURANCE COMPANY ONE HARTFORD PLAZA, HARTFORD, CONNECTICUT 06155 ►�+ NCCI Company Number: 14974 THE Company Code: 7 MA TFORD Suffix LARS RENEWAL POLICY NUMBER: 102 WE QI0404 1 00 Previous Policy Number: INEW HOUSING CODE: S5 1. Named Insured and Mailing Address: MILL CITY CONSTRUCTION, INC. (No., Street, Town, State, Zip Code) 7 OLD GREAT RD FEIN Number: 050469049 LINCOLN, RI 02865 State Identification Number(s):, The Named Insured is: CORPORATION Business of Named Insured: COMMERCIAL BUILDING CONSTRUCTI Other workplaces not shown above: SEE ATTACHED SCHEDULES 2. Policy Period: From 10/01/15 To 10/01/16 12:01 a.m., Standard time at the insured's mailing address. Producer's Name: MOSES BROTHERS 855 RESERVOIR AVENUE CRANSTON, RI 02910 Producer's Code: 090918 Issuing Office: THE HARTFORD 301 WOODS PARK DRIVE CLINTON NY 13323 (800) 962-6170 Total Estimated Annual Premium: $85,053 Deposit Premium: Policy Minimum Premium:$1,370 CT (INCLUDES INCREASED LIMIT MIN. PREM.) Audit Period: ANNUAL Installment Term: The policy is not binding unless countersigned by our authorized representative. Countersigned by C 10/07/15 Authorized Representative Date Form WC 00 00 01 A (1) Printed in U.S.A. Page 1 (Continued on next page) Process Date: 10/0 7/15 Policy Expiration Date: 10/01/16 INFORMATION PAGE (Continued) Policy Number: 02 WE QI0404 3.A. Workers Compensation Insurance: Part one of the policy applies to the Workers Compensation Law of the states listed here: CT, MA, RI B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in Item 3.A. The limits of our liability under Part Two are: Bodily injury by Accident $1,000,000 each accident Bodily injury by Disease $1,000,000 policy limit Bodily injury by Disease $1,600,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: ALL STATES EXCEPT ND, OH, WA, WY, US TERRITORIES, AND STATES DESIGNATED IN ITEM 3.A. OF THE INFORMATION PAGE. D. This policy includes these endorsements and schedule: WC 99 00 05 WC 00 04 06A WC 00 04 06 WC 00 03 13 WC 00 04 21D SEE ENDT 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Premium Basis Classifications Total Estimated Rates Per Estimated Code Number and Annual $100 of Annual Description Remuneration Remuneration Premium (SEE ATTACHED SCHEDULES) WAIVER OF SUBROGATION (0930) 2,533 INCREASED LIMITS PART TWO (9812) 1,700 TOTAL PREMIUM SUBJECT TO EXPERIENCE MODIFICATION 118,404 PREMIUM ADJUSTED BY APPLICATION OF EXPERIENCE MODIFICATION 100,643 SCHEDULE MODIFICATION -15,008 TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 85,635 PREMIUM DISCOUNT 3,851 EXPENSE CONSTANT (0900) 338 TOTAL ESTIMATED STATE SURCHARGE 2,419 TERRORISM (9740) 331 CATASTROPHE (9741) 181 TOTAL ESTIMATED ANNUAL PREMIUM 85,053 t Total Estimated Annual Premium: $85,053 Deposit Premium: Policy Minimum Premium: $1,370 CT (INCLUDES INCREASED LIMIT MIN. PREM.) Interstate/Intrastate Identification Number: 911575833 / NAILS: 236220 Labor Contractors Policy Number: SIC: 1542 Form WC 00 00 01 A (1) Printed in U.S.A. Page 2 Process Date: 10/0 7/15 Policy Expiration Date: 10/01/16 tuy SCHEDULE OF OPERATIONS This Schedule of Operations forms a part of the policy effective on the inception date of the policy unless another date is indicated below: INSURER: TWIN CITY FIRE INSURANCE COMPANY Company Code: 7 Policy Number: 02 WE 410404 Schedule Number: 01-20-01 Effective Date: 1o/ol/15 Effective hour is the same as stated on the Information Page of the policy. Named Insured and Location Address of operations covered by this schedule: MILL CITY CONSTRUCTION, INC. 15 LAKE ST WINCHESTER MA 01890 NAICS: 236220 FEIN: 050469049 UIN: SIC: 1542 NO. OF EMPL: 8 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Premium Basis Classifications Total Estimated Rates Per Estimated Code Number and Annual $100 of Annual Description Remuneration Remuneration Premium 5403 500,000 9.86 49,300 CARPENTRY NOC WAIVER OF SUBROGATION (0930) 2.00 PERCENT OF PREMIUM 986 N TOTAL CLASS PREMIUM 49,300 WAIVER OF SUBROGATION (0930) INCL MIN PREM 986 INCREASED LIMITS PART TWO (9812) 2.00 PERCENT 986 TOTAL PREMIUM SUBJECT TO EXPERIENCE MODIFICATION 51,272 It�- INTERSTATE EXPERIENCE--MODIFICATION, 911575833 C8 5 0; PREMIUM ADJUSTED BY APPLICATION OF EXPERIENCE MODIFICATION 43,581 TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 43,581 PREMIUM DISCOUNT 4.5 PERCENT - -11961 EXPENSE CONSTANT (0900) 338 MASSACHUSETTS DIA ASSESSMENT 5.750 PERCENT 2,410 TERRORISM (9740) 500,000 .030 150 TOTAL ESTIMATED ANNUAL PREMIUM 44,518 Countersigned by Authorized Representative Form WC 99 00 05 (1) Printed in U.S.A. Process Date: 10/0 7/15 Policy Expiration Date: 10/01/16 1 WE Tp� • =wxxsrnsr.E, • ��� Town of Barnstable �Et7 MP't� Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property-Owner Must Complete and Sign This Section If Using A Builder I , as Owner of the subject property hereby authorize ���` e i� Cc� �t'� F to act on my behalf, in all matters relative to work authorized by this building permit application for:. (Address of Job) N. Signa e o er ' ate Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the ' reverse side. Q:\WPF1LES\F0RMS\building permit forms\EXPRESS.doC Revised 040215 • a�r�stg. Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder 11 '61Z YPr"J uZV/✓ as Owner of the subject property hereby authorize M I t.V &t l CON�I u UT ILrN `wto act on my behalf; . in all matters relative to work authorized by this building permit application.for: LWCi V 1 (Address of Job) Signature of Owner ' Date Print Name If Property Owner is applying for permit,.please complete the Homeowners License Exemption Form on the reverse side. Q.%WPFUM\FORMMWjding permit forras\BXPRESS.doc Revised o4ow Initial Construction Control Document v To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Craigville Beach Bath House Renovation rDate: March 4,2016 Property Address: 997 Craigville Beach Road,Centerville,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description:Partial renovation of existing wood frame bathhouse including reconfiguration of men's and women's restrooms and installation of new access ramps as shown on Architectural Drawings A0.0 through A9.2 prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc., dated March 4, 2016. . I, Timothy Sawyer,MA Registration Number: 50399 Expiration date: August 31,2016,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection .Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. e S ED AP R Enter in the space to the right a"wet"or ��o� electronic signature and seal: cn �!o. 50399 G, YAR640UTH?ORT, j Phone number (508)363-8382 Email: tim@capearchitects.com 4 \ r�Ft Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a. u m fit Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 ' r Project Title: Craigville Beach Bathhouse Date: April 26,2016 Property Address: 997 Craigville Beach Road,Barnstable,MA Project: Check(x)one or both as applicable: New construction X Existing Construction' Project description: Single-story,wood frame structure and foundation as specified on Consulting Structural Engineer,Inc.structural drawings dated March 4,2016. I,Brian A.Walsh,P.E.,MA Registration Number: 46077 Expiration date: June 30,2016,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and . specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted I - engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1: Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable.. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,'I shall submit field/progress reports(see item 3.)together with pertinent. r comments, in a form acceptable to the building official: Upon completion of the work, I shall submit to.the building official a `Final Construction Control Document'. �t1A OF F Enter in the space'to the right a"wet"or. electronic signature and seal: BRKN �N WALSH SYRUMRAL ass StONAI ' Phone number: (978)866-8354 Email: BAWalsh s -ma.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06_11 2013 ¢ Initial Construction Control Document u To be submitted with the building permit application by a _ d Registered Design Professional for work per the 8th edition of the Yev�� Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Craigville Beach Bath House Renovation Date: March 4,2016 Property Address: 997 Craigville Beach Road,Centerville,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Partial renovation of existing wood frame bathhouse including reconfiguration of men's and women's restrooms and installation of new access ramps as shown on Architectural Drawings A0.0 through A9.2 prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc., dated March 4, 2016. I, Wayne E.Mattson,MA Registration Number: 41546 Expiration date: June 30,2016, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning : Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction C ent'. VIVA OF AIA S C, Enter in the space to the right a"wet"or �o WAY NE E. GN electronic signature and seal: AAEC qN CALF+ NO. Phone number (508)295-0050 Email: wmattson@griffithandvary.com T ss/ONAV-Q' Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document z To be submitted with the building permit application by a Registered Design Professional for work per the 8 h edition of the Massachusetts State Building Code, 780 CMR, Section 107 a+°J Project Title: Craigville Beach Bath House Renovation Date: March 4 2016 Property Address: 997 Craigville Beach Road, Centerville,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Partial renovation of existing wood frame bathhouse including reconfiguration of men's and women's restrooms and installation of new access ramps as shown on Architectural Drawings A0.0 through A9.2 ,prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc., dated March 4, 2016. I, Robert C.Bravo,MA Registration Number: 46657 Expiration date: June 30,2016, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: l. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building.official. Upon completion of the work, I shall submit to the building official a `Final Construction Cont ignenti. OF ` Enter in the space to the right a"wet"or ROSEE.0 C. electronic signature and seal: EMUS ��rrB��aa �'�V No. e, 5 ! Phone number (508)295-0050 Email: rbravo@griffithandvary.com fif �r, Or Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document v To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Craigville Beach Bath House Renovation Date: March 4,2016 Property Address: 997 Craigville Beach Road,Centerville,MA Project: Check(x) one or both as applicable: X New construction X Existing Construction Project description: Partial renovation of existing wood frame bathhouse including reconfiguration of men's and women's restrooms and installation of new access ramps as shown on Architectural Drawings A0.0 through A9.2 prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc., dated March 4, 2016. I,Wayne E.Mattson,MA Registration Number: 41546 Expiration date:June 30,2016 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manger consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official Upon completion of the work, I shall submit to the building official a `Final Construction Cont o t'. \.N OF^"qS r Enter in the space to the right a"wet"or �o WAYNE E. $G� MATTSON m electronic signature and seal: 0 PJIECHANICAL NO.41546 Phone number (508)295-0050 Email: wmattson@griffithandvary.com /s E 1 SS/ONAI e G Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 CHARLES D. BAKER JOHN C.CHAPMAN GOVERNOR Commonwealth of Massachusetts UNDERSECRETARY OF F Professional F j CONSUMER AFFAIRS AND KARYN E. POLITO Division p o Public Licens.ur'e1� BUSINESS REGULATION LIEUTENANT GOVERNOR Office of Public Safety and lnSpectrons ` CHARLES BORSTEL Access DIVISION OF JAY ASH Architectural Access Board PROF ESSIONALLICENSURE SECRETARY OF HOUSING AND ECONOMIC DEVELOPMENT 1 Ashburton Place, Rm 1310 - Boston - Massachusetts - 02108 THOMAS HOPKINS V: 617-727T0660 • vwuw.mass.gov/aab - Fax: 617-727-0665 EXECUTIVE DIRECTOR R- 4 , �� TO: Local Building Inspector Docket Number V 17 061 Local Disability Commission r Independent Living Center t C) { FROM: ARCHITECTURAL ACCESS BOARD , y t RE: Craigville Beach Bathhouse 997 Craigville Beach Road ' Centerville Date: 4/12/2017 Enclosed please find the following material regarding the bove location: Application for Variance , . Decision of the Board Notice of Hearing Correspondence Letter of Meeting The purpose of this memo is to advise you of action taken or to be taken by this'Board. If you have any information.which may assist the Board in reaching a decision in this case, you may call this office or you may submit comments in writing. - r• . CHARLES D. BAKER �+ Massachusetts ( JOHN C.CHAPMAN GOVERNOR Commonwealth of Massachusetts UNDERSECRETARY OF CONSUMER AFFAIRS AND KARYN E. POLITO Division of Professional Licensure BUSINESS REGULATION LIEUTENANT GOVERNOR Office of Public Safety and Inspections CHARLES BORSTEL {(J { �7 Access 1 COMMISSIONER,DIVISION OF JAY ASH Architectural Access Board PROFESSIONAL LICENSURE SECRETARY OF HOUSING AND ECONOMIC DEVELOPMENT 1 Ashburton Place, Rm 1310 • Boston • Massachusetts . 02108 THOMAS HOPKINS V: 617-727-0660 • www.mass.gov/aab • Fax: 617-727-0665 EXECUTIVE DIRECTOR Docket Number V 17 061 NOTICE OF ACTION RE: Craigville Beach Bathhouse, 997 Craigville Beach Road Centerville 1. A request for a variance was filed with the Board by . Kurt Raber AIA .(Applicant) on March 23, 2017 The applicant has requested variances from the following sections of the 06 Rules and Regulations of the Board: Section: Description: 30.8.1 Grab bar at back of toilet will be installed 12" inches.from the corner due to the location of a plumbing access panel. 30.6.1 Two stalls (men's and women's) have been constructed with a length that measures 71" inches. as opposed to the 72" inches required in.30.6.1. 2. The application was heard by the.Board as an incoming case on Monday, April 10, 2017 3. After reviewing all materials submitted to the Board, the Board voted as follows: GRANT: the variances to Sections 30.8.1 and 30.6.1 as proposed in the application submitted, for the reason that impracticability(see definitions of impracticability in Section 5 of 521 CMR) has been proven in this case. PLEASE NOTE-All documentation(written and visual) verifyin-g that the conditions of the variance have been met must be submitted to the AAB Office as soon as the required work is completed. t an ad'udicato hearing before the Board within 30 days of aggrieved b the above decision may request J ry 9 An person a Y q Y P gg Y Y P recei t of this decision b filing the attached request for an adjudicatory hearing. If after 30 days, a request for an . . 9' adjudicatory hearing is not received, the above decision becomes a final decision and the appeal process is through Superior Court. F Date:, April 12, 2017 cc: Local Disability Commission Chairperson Local Building Inspector ARCHITECTURAL ACCESS BOARD . Independent Living Center 5 , die Commonweal-th -ofMassachusetts � D Department of Public Safe- - DocketNam.7ar Architectural Access -Board- t ` ai.e Ashburton Place,'Doom 1310 s (office Use only) .y f Boston Massachusetts 011081618 Phone:61.7-727 0660 Pax:617-727.0665 " www_ma&q:gov f dps REQUEST FORADJITDICATOS Y �' RIlYG RE: Name and addxess of bading as appeatmg-on application for variavnee ,.do he-eby xequwt tliat thv Aichiteetural Access-Board conduct an iDfoxmal Adjudicatoxy Hearing in,accordance•with the pxovisions of 801 C-Tva R.u1e X_02 et. seq as•I am aggrieved by the decision of thaBoard with respect to Sectiori(s) of the Rules audRegi&Vcns ofthe Axchitectara7 Access Board;521 CAM, I understand that I may request such a hearing within thirty(30) days of xeceipt of tho-Notice of Action. Date: Signature . PLEASE PRW.- • Name Address'. Ci&Town State Zip Code - _ E•matl a.. Tole-phone )N E&W NOTE: This form I ustbe, received by the hoard W th-in i&rtp(30)days after re.ceipt ofth.e Notice of Action. Rev, 01110 . Roma, Paul From: Tom Swensson <Tom@capearchitects.com> , Sent: Tuesday, May 2, 2017 9:40 AM To: Roma, Paul Cc: Marinaccio, Mark; Mackenzie-Betty, Keith; Steve Traghella; Brian A.Walsh, P.E.;Tim . Sawyer, Robert Bravo (rbravo@griffithandvary.com);Wayne Mattson (wmattsori@griffithandvary.com) Subject: RE:Craigville Beach Bathhouse - Renovations Attachments: MEP Final Affidavit.pdf, Craigville Beach Bathhouse-STR CCD final-2017-05-01.pdf;Arch Final Affidavit.pdf; Letter of Structural Compliance.pdf Paul, Please find attached the Final Construction Control Affidavits from the Architect,Structural, Plumbing and Electrical Engineers for the Renovations to the Craigville Beach Bathhouse at 997 Craigville Beach Road,Centerville. Also attached is a letter from the General Contractor attesting to completion of certain punch list items required by the structural engineer. I will forward the originals in the mail. Tom Swensson Brown Lindquist Fenuccio & Raber Architects Inc. Yarmouthport Office: 203 Willow Street, Suite A, Yarmouthport, MA 02675 Tel: 508.362.8382 x-125 Plymouth Office: 93B Court Street, Unit 22, Plymouth, MA 02360-3824 Tel. 508-927-4127 tom ,capearchitects.com www.capearchitects.com bok The information contained in this e-mail is confidential and privileged, intended for the sole use of the addressee. Unauthorized use, distribution,copying or disclosure of this information is prohibited. If you are not the addressee and have inadvertently received this communication: please contact the sender at(508) 362-8382. is Please consider the environment before printing this e-mail 1 s. F n-at Construction Control Document To be submitted at completi`gn of construefiori by a ' A Registered Design;Professional X . for work per�th 8th editlon of the: E. J ,... . IvTassachusetts'State Building Code;"780 CMR,"Section 107.64 Project Title:,Craigville Be,acli Bath:House;Renovation.Date:April 21,;'2017' Permit No B 16-2544 Property Address: 99TCraigvilte Beach,Road,Centerville:MA Project... Gheck::(x)one or botfi,as applicable:, :X New:construction X Existing Construction;; Project description.Partial renovaiion of ez shngwood frame bathhouse; including reconfiguration of men,s and; women's restropms and installation of new<access ramps as showmon Architectural Drawings AO 0 through A9:2; prepared by.Brown,Lindquist,Fe'nuccio-&Raber Architects,Inc:, dated March 4,:``2016 . 1, Robert C.Biravo,P E., MA Reg istration'Nuinber 46657,Ekp ratiOnAate: 6/30L20 8,am a regiswed design, ,Professional, andhereby certify that Ihave prepared:or directly supervised the preparation:of all.design.plans computations and specifications concerntng' Entire"Project,: Arehttectural, Structurel, Mechanical. Fire:Protectton X ,Electrical: Other:; for the above.,named project. I.certify that 12 or my designee,;have performed the"necessary professtonal-service"s and was; present at'the construction site:on a regular and periodiabasis to determine that the:work proceeded in accordance with. tine requirements'of 78U;,CMR.and the design documents prepared by me and approved as;pait of the building permit and: that 1 or my designee: 1 .: :Have reviewed;for conformance to.this code and,the design concept, shop<drawings,samples::and othersubmittais •by the contractor, in accordance with-the requirements of the construction'documents: } 2, :,Have`performed the duties for;:registered design professtonals in 780 CMR Chapter 17,as applicable,; 3. Have been present at<nteivakappropriate.to the stage,of construction to become,generally familiar with the: .^ progfess:and quality ofthe'work and fo determine if the warkww.performed in a manner consistent with the construction doeumen'ts"and this code;, . ",OF' �4gss ,f Enter.to the space to tfie,nght a:"wet"or o RQSERT C , electronic signature and. seal; :1 BRAN/ 67 Phone 4umber3,08 295'M5'0 Em.ad rbravo@griffthandvary.com Building Official.Use Only Bualdutg Official Name:, Perirrt No_ Date:' Note 1 In`dicate with an`x.:project,design plans,computations aizd spec fcatiorisA at you;;prepared or directly supervised.If`other';i"s chosen;:' -provrde a description,; ' Ti sl Version 10_P, 0.12 Final Construction"Control Docurn'ent To'be submitted at•completion of construction by a x ` Regis Bred Design Professiona'1 for work per the 8"'edition of the Massachusetts State Building Code;,780 CMR, Sectio 10.7.6A Project Title: CraigvWe 13 th'Bath;House;Renovation Date:April 2,1,2617 Permit No B'2544 Property Address:. 907'.Craigv lle Beach Read,Centerville;MA Project: Check•(X}one;or"liotl as applicable: X New.construction X Existing Construction Project description:'Partial renovation_of existing;:wood frame:bathh'ouse including reconfiguration:of inen's;aud, wom.en's restrooms and installation.of new';access'ramps as shown on Architecturai.Drawmgs AO.0 ihrou,gh A9.4 Prepared.by Brown,Lindquist,Fenuccio&RaberArchitects,Inc., dated March 4,; 2016 : Wayne E.Mattson;P.E. ;MA Registration Number: 46 415 ,Expiration date; 600/20.1,8,a n'a registered:design professional; and hereby certify that I-have:prepared or directly:supervised the,preparation of all:desip:plans coinDiiiations and specifications cancerning';i Entire Proiect. Architectural: Structural; X .Mechanical . Fire Prateetion Electrical: Other:; _ for:the,above named project I certify'that I;or my de"signee;have performed the necessary professional services and v�+Ms .present atthe.construction site on a regular and periodic basis to deternimeahat the`work proceeded in,accordance wttl the requirements of 780-CMR:and the design:documents prepared by me and.apprgved as part of the building pertnit.and` that I yr my designee;; Have reviewed;for conformance to this code:;and the design;concept,=shop=drawings;samples and othersubmittais 1 by the contractor in aecor"dance"with he regvirernents of the construction'documents. Have performed theduties forregistered design professionals in 780 CMR Chapter 17,as applicable;. 3: Have been present at intervals approprtate tothe stage•'of construction"to become;generally familzar with the-: progress and qualityof the work and to.determine if the work was: in<a;manner consistent with the:". construction documents and`tliis code.; qH OFh?gs Enter in the space to"the;'right a,'wet"or oy O 1NAYNE electronic signature and seal; nnArrSat = o MEGNW0. N0.4154 ,p.. 4 P..lone ntarnbet; 508295:-0050: Email wmattson@griffithandvaty.com AL Building, cia,Use Only: ,Building Official Name:, Pen' No::' Date:! Noted Indicate with an`x'project design plans,coinputattons and specificauonO at you`prepared:or directly supeivised.If`.other'is.ehosen, provide a-description: Taal Version 10.0,9_201 Final Construction C'ontr I Document u To be submitted at completion of construction bv�:a Registered Design professtnntl for work per,'N 8`}' ditton;of the J IVlassaehusetts State.Buildng Code,.780 CIUIR Section l 0 , I'rolect Title: Craigvil a Beac} Bathhouse Date 1VIay:1, 017' Property Address: 947:Cra�gvlte$each Road,.Barnstable MA Project. Check(ic.}one ror both as applicable:" New eoristiuction X Exist ngConstructioti. Proj`ect:description Single-story,wood frame struet�ure.and foundatiop as speciferl on Consulting Structural Engineer;Inc:'stnictufij 64 rings dated MArch 4 2416..,' I Bri an A Walsh,P E MA Registration Number. 4607 7 Expiratton date June 3t1,20]8,"at_a t:egis gi. design. prafessibnal and:I have<;prepared or dire 11 supervikd the preparation of l lLdesign plans,:camputations;an'd _ . 's,pecifications concerning: Axc}aitectural Structural Mechanical p FireFrotection. Electrical: Qther. Describe fc rthe above;nwned;project .I,,,or my=designee,IiVNe;performed the necessary professional services and tiym present at the.. construction site on a regular and periodic.basis.To the best ofmy,.knowleclge,information,and,belief the work prgceeded in accordance with the requirements ot,7$0 CMI2:and the:destp:documents approved as"partso the building-, permit and that I or my designee: 1. Have reviewed,:for carifarttiarice'to this cad,iti d:the design-coricept,shop drawings,samples acid othersubnu Is liy the contract©r in accordance wtth.the requirements of the.construction documents.: 2 Have perfaiti%ed;the;diites for registered design professionals in. 780 CMR Chapter l7,as applicable: " 3 Have been'present at in tervals appropriate to:the stage of construction to became generally:familiar with the progress;ann quality of be work and;to determine if the work was taerfartx►ed in a"manner consistent with the; iconslructiowdoctimenis and this code, Nothing iri this`docum"e'nt relieves the contractor of its responsibility't•egar,mg,thc provisions of 780`CMR 107 Enter in the.space to the,right a"wet"=:or electronic:signature and seal C}F5' 1 IA 1.4 ttVAISFi Phone riuinber: (978)$66 8354` Email BAVaisltese=ma:co Bui.liling O�c�al.Use:Only Burlding'.official Maine ..... Percit'Na Version 06..:11_2013 Final-,C nstruction Control Docum nt a To'be subrrutted at"complefion of construction by a: .Regi ter`ed,Deiign'ErI i sioiik �os> for warlc per,the"8th edition of the Massachusetts.State Building Code; 780 CNmx S:e&-fi I07.6.4 Project Title: C.raigvilte Bea&]Uth House'Renovation Date: May,2,2017 Permit No;;B-16-2544 Property Address; 99.7 Craigv lle Begg,_ toad,Centerville,MA Pr`.oject Check(x)one or both as applicable: New construction 'X Existing.Construction:: Project description Partial renovation of ez sting wood fraoee bathhouse including reconfigar-atton of mews and. w6men7s.rest"rooms and'inst'.IA06n of newacce,ss ramps:;as shown.on-Architectural Drawings AO O tlirough A9.2;.. prepared by Brown,.L ciuist,,Feuuceio&Raber Architects,Inc., dated March 4, 2016.. F,1."Timothy Sawyer, MA Registration Number. 5,0399,,E#iration�date: August 3l,2016,am,a regaster d design professional and hereby certify that:I have pr..epared orAirectly supervised the.preparation`of all resign plans;. co."amputations;and'spectftcatioriscancerntng' , c Entire Project Architectural,. Structural Nleehariical Fire Proteot oni E e--ctrtcat: Other: forth"e above named project I.certify that I,or:my designee,have performed the°necessary professional::services;and was presentafahe construction stte.on a regular aril periodic>ba"sis'to determine that the work proceeded in accordance with the_requireinents of 7$0 and the design documents prepared byme and approved as part of the building pe'mn and; thatI or my designee: l,." Haye reviewed,,for conformance to this code and the design concept,shop,drawings,samples and,other submittals:` 2 by" the contractor tn.accordance wall:the;requtreirients ofthe construction doh tjfft&, Have:performedahe duties for;,registered design,professibnals"in`780 CMR Chapter 17,,as applicable. 3. Havebeen present at trtervalsapproprate to the stage of constructon,to:become generally familiar with:the progress<and quality of-the.work and.A determine t�t>��°rva�l -vas performed m a r tanner consistent,wifh t11e. construction documents and this code: q 1l x Enter m the space to the r"tght a°"weC"o : ' '>> •`-u: ' .. electronic signature and seal; F / Phone number:(508)362:83.82 E)"I 'tim@ca—" c'hitects.O.m Building QffcW Use Only Biiildmg(Official Namf ez Pczxnit Nn: Date:>: Note 1 indicate wrtli an'ic'project design plans,computations and speeif cations that you prepared;or d�rec tly supervised.if`other �s:ciosen, provide a description . Trial veil on 10 WWI" is MT y 1_,L 1T C'. 0N' SiritUCT`1 c7N "[3uiktiJt�Y'Our juf url 4/28/2017 Tom Swensson Brown Lindquist Fenuccio & Raber 203 Willow Street,Suite A Yarmouthport, MA 02675 Re: Craigville Beach Bath House 997 Craigville Beach Road Centerville, MA 02632 Tom, This letter is to confirm that the structural modifications to the above-mentioned project were: completed as per the plans & specifications.This includes the work noted in the field report provided by CSE dated 2/8/17, specifically item #5 (iii, iv& d). Please contact our office if there is anything else required. Respectfully Submitted, i;Digitally signed by Stephen Traghella DN:cn=Stephen Traghella,o=Mill City 'Construction,Inc.,ou, ., email=straghella@mill-city.com,c=US Date:2017.04.28 17:18:44-04'00' Stephen Traghella, LEED AP . Project Manager 7 OLD'GREAT RD.-LINCOLN RI 02865—T.401-766-3100—F.401-769-8910 �4?:jai S✓:l e�3c% The Commonweo.lt -of Mas—,whusetts Department of, Public 5af et r Docket Number Architectural Access Board One Ashburton Place Zoom 1310 (Office UselOnly) Boston Massachusetts 02108-1618 'Phone: 617-727-0660 Pax; 617-727-066.5 N , www mass: ov d s APPLICATION FOR VARIANCE I'm accordance with M.G.L., `c.22,-§ 13A 1 hereby:apply for modification of.or substitution;for the rules:and regulations of the Architectural Access Board:as they apply to the building/facility described below on the grounds that literal compliance with the Board's'regulations:is impracticable in my case. PLEASE ENCLOSE: 1) A filing fee of$50.00 (Check/Money Order) made--payable to the'"Commonwealth of Massachusetts"and all supporting documentation (e.g.plans in 11" x 17" format, photographs, etc.). In addition,;the complete package (including plans, photographs and the completed."Service Notice") mbst be submitted to all parties via compact disc. 2); If you are a tenant seeking Variance(s),:a letter from.the owner of the building authorizing you to apply on his;or her behalf is required:: 3) The completed "Service Notice:"form prov.ide#at the end of this application certifying that a copy of your complete application has been received by the Local Building Inspector, Local Disability Commission. (if applicable), and Local Independent Living Center for the city/town that the property in question resides in. A list of the_local entities can be found by calling the Architectural Access Board Office or'the- Local City/Town Clerk. For a list of the Local Independent Living Centers you:can either call' the Architectural Access Board Office or visit the Massachusetts Statewide Independent Living Council webs:ite at.,,http //www.masilc.oralmernbershia/cils.- 1. State the name and address of theowner of the:building/facility- Town of Barnstable 230 South Street; Hyannis, MA 0601 Attn:Mark Marinaccio, Town Architect E-mail; mark.marinaccio@town.barnstable.rna.us Telephone: 508-790-6323 Page 1 of 6' Rev, 08/12 I 2. State the name and address of the.building/facility: Craigville Beach Bathhouse 997 Craigville Beach Road, Centerville MA 3. Describe the facility(i.e. number of floors;type of functions, use; etc.):; Existing one story building housing men's and women's restrooms, lifeguard functions, first aid station, training room and.equipment storage. 4. Total square footage of the building: 2,396 square feet Per floor; 2,390 sgaure`feet' a. total square footage of tenant space (if applicable):n/a; .5. Check the work.performed'.or to be performed : New Construction° Addition. —X Reconstruction/Remodeling/Alteration' Change of Ilse- 6. Briefly'describe the-extent and nature of the work performed or t_o'be pe orme use additional sheets if necessary): Renovation and reconfiguration of outdated restroom facilities only, 880 square feet, including construction of code compliant accessible routes. 7. State each section of-the Architectural Access Board's Regulation.s for which a variance is being requested- 7a. Check appropriate regulations: 1996 Regulations 2002 Regulations X 2006-Regulations SECTION NUMBER LOCAT1 N OR DESCRIPTION. 30.8.1 See attached memo to Barnstable Building Inspector regarding rear wall grab bar location in the Women's Restroom Accessible toilet stall. 30.6 1 Interior depth of Accessible toilet stallIn Women's Restroom &-Accessible toilet:stall in the Ilden's Restroom: :8. Is the building historically significant Iyes X no. If no;'go to number`9: $a. If yes, check one of the following and indicate date of listing: National Historic.Landmark Listed Individually on the National Register of Historic:Place_s Located in registered historic district Listed in the State Register of Historic Places Eligible for listing 8b. If`you checked any of the above-and your variance request is:based upon:the historical.significance of the building, you must provide a letter of determination from the Massachusetts Historical Commission, 220 Morrissey Boulevard, Boston;;MA 02'125. Page 2 of:6 Rev; 08/1'2 9. For each variance requested, state in detail the reasons why compliance with the Board's regulations is impracticable(use additional sheets if necessary), including but not limited to: the necessary cost of the work required to achieve compliance with the regulations.(i.e. written cost estimates); and plans justifying the cost of compliance. 30.8.1 Due to coordination conflict with plumbing the grab bar location on the back wall conflicts with an access panel to:a drain valve&shock absorber. We are requesting permission to locate,that grab bar 12"away from the side wall(per attached photo in memo to building'inspector)' 30.6.1 Two accessible toilet stalls were constructed with only 71 inches`clear depth (72"required). Paragraph 36.6.1 states 72 inches is required; but does not state "clear"inside dimension. We are requesting a variance if necessary.- 10, Has a building permit.been applied for? yes Has a building permit been issued? yes 1'Oa. if a building permit has been issued, what date Was it issued? 09/09/2616 10b. If work has been completed, state the date he building permit was issued for said work: same as.above 11. State the estimated cost Of construction as.stated on the.above building permit 334,638.00 11 a, If a building permit has not'.been issued,'state the anticipated construction.cost: 12. Have any other building permits beehAtsued"within the past'36°months? no 12a. If yes, state the dates that permits were issued and the estimated cost of construction 'for each permit: 1.1 Has a certificate of occupancy been issued for the facility? no if yes, state the date: 1:4. To the best of your.knowledge;.has a complaint ever been filed on this building relativeto accessibility? yes X. no 15. State the actual assessed valuation of the BUILDING ONLY, as recorded in the Assessor's Office of the municipality in which the building is located.:;$322,800.00, Is the assessment at 100%? yes If not; what is the town's current assessment ratio? 16: State the phase of de 'ign or,construction of`the'facility as of the date.of,thi.s application phase of construction 95% complete .Page`3 of 6 Rev1:08/12 'I 17. State the name and address of the architectural or engineering firm, including the name of the individual architect or engineer responsible for preparing drawings of the facility: Brown, Lindquist, Fenuccio &Raber,,Architects 203 Willow Street, Suite A, Yarmouthport,MA 02075 dCurt Raber,Architect E-mail: kurtraber@capearchitects com- Telephone: 508-3 62-83 82 18. State the name and address of the building inspector resp.onsible for overseeing this project: Mr. Patrick Franey Town of Barnstable Building Division,: 200 Main Street, Hyannis, MA 02601 E-mail: Patrick.Frane t®wrr.barnsta Be.m s Telephone: 508-8 62-4 083 Date: March 23, 2017 Sign ure of owner or authorized age t PLEASE:PRINT: Kurt Raber Name 10Willow Street Address Yarmouthport MA 02675 City/Town State Zip Code; kurtrhber0capearchitects.com E-mail (508)`362-8382 Telephone Page:4 of 6 Rev, 08112, BROWN LINDQII,I. ST FEN; UCGIO & R,:A6E. R ARCHITECTS; INC. MEMORANDUM Date: 3/8/2017` To: Mr. Patrick Franey, Building Inspector° Cc Keith McKenzie:Betty, Barnstable Building &Grounds Tom Swensson, BLFR From: Kurt Raber, BLFR Ardhifectt. Inc. Re; Craigville Beach Bathhouse Placeme t of Grab ba(at Accessible"Toilet Stall . Mr,Franey, BLFR is pleased to advise you that the Craigville Beach protect is wrapping up shortly. We have one issue that is not`.in compliance with the AAB`guidelines. And we°hope:you will agree this is` a minor Issue. and will allow smallmodification, As you can;see in the picture below the grab. bar we specified for the rear wall behind.the women's'toilet cannot be mounted within six inches(6")of the side wall, which his is the standard:for both.the ADA&AAB design guidelines; -t -. f .r 203 WILLOW sTREET SU K A PH 508 362 8382 YARMOUTHPORT MA 02675 FAX 508-362 2828: Wffi CAPEARCHITECTS:COiJ We propose to install-the grab.bar twelve"inches(12")away`for the sidewall, The photo;above shows how this small adjustment will allow proper use of the access panel installed°in the Wall. to facilitate plumbing maintenance. I believe this a very small departure from the design guidelines and hope you Will agree. Please call this office to speak With me or-mY associate Tom$wensson if,you don,not concur or have any questions about the above-. Best Regards, Kurt E. Raber Vice President/Partner: Brown Lindquist Fenuccio &Raber.Architects, Inc, 203'WILLOW STREET SUITE A PH 508=362-nI§2 YARMOUTHPORT.MA 02675 FAX 5087.362=2828 WWW:CAPEARCHTTECTS.COM- Kurt Raber. From: Franey,Patrick<Patrick:Franey@tow n.barnstable.rria.us> Sent: Thursday, March 09;2017;912 AM To: Kurt Raber. Subject: RE Craigville Beach''Bath House Good Morning Kurt, Unfortunately,this is one area that we cannot make determinations or compliance alternatives.That has to come from the AAB.The executive director is Thomas Hopkins. I be he can be..reached through the OPS at(617)727-3200. Patrick Patrick Franey Town of Barnstable. Building Inspector 508-852-4035 From: Kurt Raber. [maiitc:kurtrabet.(o)capear hi4 tests comj - Sent:Wednesday,March 08,20w 4:40 PM To, Franey, Patrick Cc:.Tom Swensson; Mackenile-Betty;Keith Subject: Craigville Beach Bath House Good Afternoon Patrick; Please see the attached memo in regard to small=issue at the raigville Beach Bath'-House project: Kurt.IE.Aaber Vice President i Brown Lindquist Fenuccio&Raber Architects,Inc.,. 1 Yarmouthport Office; fi 203 Willow Street,Suite A,Yarmouthport,MA 02675 I Tel:508.362.8382. j -cell.-508.274.3378 I .kurtraberna.capearch itects.corh :www.capearchitects.com Plymouth Office:: 93B Court Street, Unit22, Plymouth,'�MA 02360-3824 Tel. 608-927-4127 i 203 WILLOW STREET, SUITE A YARMOUTHPORT, MASSACHUSETTS 02675 93B COURT STREET, UNIT 22 PLYMOUTH , MASSACHUSETTS 02360 LETTER OF TRANSMITTAL PROJECT: Craigville Beach Bath House DATE: 3/23/� �, (name,address) Barnstable, MA l` TO; Town of Barnstable, If enclosures are not as noted, �® di6, So 800 Pitcher's Way please inform us immediately. If checked below, please: Hyannis, MA 02601 (X) Acknowledge receipt of enclosures. ATTN: Patrick Franey ( ) Return enclosures to us. Via; Hand delivered WE TRANSMIT: (X) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) review&comment (X) record Ouse O THE FOLLOWING: ( ) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature ( ) Change Order (X) CD copv of AAB Variance Application COPIES DATE REV.NO. DESCRIPTION ACTION CODE 1 CD 3/23/17 AAB Variance Application E ACTION A. Action indicated on ffem transmitted D. For signature and forwarding CODE B. No action required E. See REMARKS below C. For signature and return to this office REMARKS For your records COPIES TO: (with enclosures) BY: Tom $wensson -74,,�,iC t,� �APPiz `lea N° TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . 6 11 Map Parcel C Application I �1I1 6 Health Division d-OC(rA� Date Issued Conservation Division C- Application F Planning Dept. l Permit Fee Date Definitive Plan Approved by Planning Board1, ��` J Historic - OKH _ Preservation/ Hyannis Project Street Address Qq 7 CC'a,t v t 1 CA-Cin iR044- Village sz -�, _t Ce4�er ;11e � Owner :16o,,j dP 3W',-s*ubl,e_ Address _cY_z_T uag rJ s Telephone �O? -`19O - &3 t S Permit Request ex-p eK'�S < i - (( 2 h &ck)< t C r ax,- ricer n►w-� Square feet: 1st floor: existingit�proposed 0 2nd floor: existing propose _Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 32-5 ODO Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old,King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other f�/A Basement Finished Area (sq.ft.) N 14 Basement Unfinished Area (sq.ft) NIA Number of Baths: Full: existing new Half: existing new Number of Bedrooms: tQ existing _new Total Room Count (not including baths): existing 6 new D First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ANo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No V 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 13kA r3xt-(n L o Proposed Use Sekm e.- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 1-( O t -_7&b- 3 k 00 Address CM Gt cep il 4Q License # C� — y O�& Home Improvement Contractor# ` A— Email Cc ,L -CNIlWorker's Compensation # 02- W6 ©zQVDV ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I^ Str c 12LCS �M.Jr- Ave— Ouj r, SIGNATURE DATE / f I FOR OFFICIAL USE ONLY APPLICATION # ` DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION s ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARN�TABLE BUILDINGYERMIT/APPLICATION 3 k - r Ma Parcel ``i" ` A lication- p a pp a 0;1) . Health Division , :- Date Issued Conservation%Division /� � ( �bt Application Fe Planning Dept. k� �_ r: Permit Fee Date Definitive Plan Approved by PlanningfBoard� Historic - OKH _ Preservation% Hyannis Project Street Address QQ ��a C�y 1 ?,caCk Roctid_ Village 7ZT1Lr-"ced4f" ylge Owner —CULZ,,0 D . Address 36_7 U 6lo Telephone �Sy V " -1q o 62 t S _ / / \ Permit Request 1 e^o � �� .� r � Y�<cx� S �� + ( 1 d -f�!<< tig ju ti. tau v a 6 I�(' Gl NI _S ifa n � -t�Tl�lR } (• �i� w lF ��f�l, ctl t Square feet: 1 st floor: existing`E proposed 2nd,floor: existing �{�Q proposed - - ) Total new `-Zoning District Flood Plain Groundwater Overlay JJ ir4 a `Project Valuation Construction Type k rL-6t Size el' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ ;Multi-Family (# units) V Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes '0 No Basement Type: ❑ Full ❑ Crawl ❑Walkout t ❑ Other N!pt Basement Finished�Area (sq.ft.)-' N Basement Unfinished Area (sq.ft)- N/ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: N rT existing —new ? '~ Total Room Count (not including baths): existing new D 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 ❑ G Commercial AYes ❑ No If yes, site plan review# Current Use eai o uS e- Proposed Use Sa" e- + by. � ..� � (. • _ ` �Y " F APPLICANT INFORMATION r» (BUILDER OR HOMEOWNER) Name 1t& CC0 ) Telephone Number '7 b(C 3 Address" ji Uk& G t ecrt License # (3'tS �--�Nw�"' ► �- 2�(�J`� Home Improvement Contractor# )Q ! r j- a , Email C,krczcAI� a c ° 0-i�1( - (ol Worker's Compensation # 02 GUC 0 0(140q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO M t1l) r c&4v(1 Ll)ccs+e� SUVI r C_, 12`--I 5 A y e_. 06,j 0-/, (Ud, SIGNATURE � .�---�--`" DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 -.0 TOWN OF BARNSTABLE BUILDING PE IT APPLICATION SARIST,4ELE Map -2-no Parcel C) ,- . Application # c:2i91(,o6 /&3 Health Division (`( a Date'fssued Z y /f Conservation Division °�' �I ! Application Fee 41 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic- OKH Preservation/ Hyannis Project Street Address W &D Village C`2 Rvll,(, / Owner �.rV_ ��c�//V �.C..� C� � b�" �J . .'"Address�—,�• AZ-t, WVVA Telephone Z-g0a Permit Request l,��LA• 6411 A S 4frf'� " ( s ksi4,R A d0 MKo GUyr Lm o �o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning Distric Flood Plain Groundwater Overlay Project Valuati Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new' Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name `��c�- cS� �t�L 1 D R°� V� Telephone Number Ofel Address Oaf U( CQ, License # Home Improvement Contractor# Email , �Rw unyA Worker's Compensation # 2JI C0 2A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ► SIGNATURE DATE s FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. e i ADDRESS VILLAGE OWNER j DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH i FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. •ti , 161 Town of Barnstable AIFp 1�A - Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www:town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must . Complete and Sign This Section. If Using A Builder rrw ID",t) ,as of the subject property S� C. 51+� W 2S 1�. s Z0 togctt onLmy b hereby authorize � 1� �� Q� 1 � `�, p ehalf; m all matters relative to work authorized by this building permit application for. (Address of job) Signature of Owner ' Date P ID. UJ, *JfheAlf Dig. Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption_ Form on the reverse side. Q:\WPFILES\FORMS\buildingpumitfonns) PRPSS.doc Revised o4o215 EVERS=URGE oneNSTd,Mass NWBtts00 Westwood,Massachusetts 02080 ENERGY December 16,2015 Attention:State and Municipal Permitting Authorities Re: Initial Authorization for Verizon Wireless to Attach to NSTAR poles To Whom It May Concern: Eversource Energy d/b/a NSTAR Electric("NSTAW')is aware that Verizon Wireless is in the process of permitting for the installation of necessary telecommunications equipment and corresponding aerial fiber optic cable in various locations on NSTAR-owned poles throughout our service territory. As part of the approval process,we understand that there is a requirement for NSTAR to review these locations and provide the Towns with confirmation of its approval in advance of Verizon Wireless's proposed attachment. Accordingly,NSTAR hereby submits its initial authorization for Verizon Wireless to install its equipment and corresponding aerial fiber routes to NSTAR poles in the geographic locations as depicted on the plans submitted by Verizon Wireless and on file with the Towns. The installations on NSTAR poles will be subject to the underlying terms and conditions of agreements by and between NSTAR and Verizon Wireless,as the same may be in effect from time to time. If there is anything further that I can provide you with for your analysis,please do not hesitate to contact me at 508-441-5881. Sincerely, Steven M.Owens Supervisor-Rights,Permits&Public Works Eversource Energy(NSTAR Electric) One NSTAR Way,NWBED180 Westwood,MA 02090 Ph: (508)441-5881 ; Fax: (508)441-5842 Town d Barnstable Eo Regulatory Services Richard V.,Scali,Director' - - Building Division „ Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section 1 If Using A Builder , I, , as Owner of the subject property ; hereby.authorize k iAvwals: )\k4LO to act on my behalf, in all matters relative to work authorized by this building permit application,for: „ (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPHLES\FORMS\building permit forms\EXPRESS.doc Revised 040215 The Commonwealth of Massachusetts Pnnt Form Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 r' Boston,MA 02114-2017 www.mass.gov/did Workers' Compensation Insurance Affidavit: Builders%Contractors/Etectticians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individu Heidrea Communications,LLCal): - - 1 Address:One William Way City/State/Zip: Bellingham, MA 02019 Phone 4,508-473-1.990 Are you an employer?Check the appropriate box; Type of project(required): 1.211 am a employer with 49 4. ❑ I am a general.contractor and I employees(full and/or part-time).. * have hired the sub-contractors 6. New construction 2.❑ tam a:sole.proprietor or partner- listed on the attached sheet. 7. Remodeling These sub-contractors have ship and have no employees 8. (] Demolition working-for me in any capacity.. employees and have workers'' [No workers' comp. in' comp.insurance: 9. ❑Building addition n 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 haven Telecommunications employees. [No workers' 130 Other comp.insurance.required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation:policy iriformatiop,, f Homeowners who submit this affidavit indicating they"are doing all work and then hire outside contractors must submit a new affidavit4fidieating such. +Qontractors.that check this box.must attached as additional sheet showing the name of the sub-contraciors;anil state-cyhether p notihose,entities have employees. 1f the sab-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: The Insurance Company of the State of Pennsylvania Policy#or'Self4ns.Lie:# WG 62-716021 Expiration Date: 03115/16 Job Site Address:516:Steele-Hill Rd. City/State/Zip;Sanbomton, NH 03269 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. 1.52 can lead to the imposition of`crimihAl 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 l do h ere bycerti under the !ins and enaltes of. erjury that the information provided shove is true and correct Signature: _.- _ .. _ _ = Date Z 1 1.15 77 Phone#: 508-4 3-1990 Official use only. Do not,write in this area to be completed b .ff Y mp y city or town officiate City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5..Plumbing Inspector 6.Other Contact Person: Phone.#• AC V CERTIFICATE OF LIABILITY INSURANCEF7/22/2015 DATE,MM/°D/YYYY) 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 - CAONT ME:ACT N Ted Matthews TDA, Inc.;The Driscoll Agency PHONE nAX No 93 Longwater Circle E-MAIL P.O. BOX 9120 ADDRESS: Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURER A:CNA/Continental Casualty Co 20443 INSURED 5801 INSURER B:Insurance Company of thef P Heidrea Communications, LLC INSURER c Admiral Insurance Heidrea Communications.NY, LLC INSURER D:Merchants Mutual Insurance Co. Heidrea Communications CT, LLC 1 Wllllam Way INSURER E:Ironshore SpeciaU Insurance Bellingham MA 02019 INSURER F:Me ch n s mutual insurance Co. COVERAGES CERTIFICATE NUMBER:1179794303 1REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED.NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE- ADDL SUBR POLICY EFF POLICY EXP - LIMITS LTR INSR WVD POLICYNUMBER MM/DDIYYYY MM/DD/YYYY C GENERAL LIABILITY CA000017499-03 3/14/2015 3/14/2016 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY _ PREMISES Ea occurrence $50,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $5,000 X Contractual Liab PERSONAL&ADV INJURY $1,000,000 X X,C,U - - GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY X PRO- LOC $ D AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT MCA0000319 3/14/2015 3/14/2016 Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ $ F X UMBRELLA LIAB . X OCCUR CUP0001,201," 3/14/2015 3/14/2016 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED. X I RETENTION$10,000 $ B WORKERS COMPENSATION 62116021 3/15/2015 3/15/2016 X STATU- I I R- AND EMPLOYERS'LIABILITY Y/N - ANY PROPRIETOR/PARTNER/EXECUTIVE - - - E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $1.000,000 If yes,describe under DESCRIPTION OF OPERATIONS below - - - E.L.DISEASE-POLICY LIMIT $1,000,000 A Professional Liability CE05099532617 3/1/2015 3/1/2016 $1,000,000 ea.claim $1,000.000 agg. E Contractors Environmental Liab. 001985000 4/10/2015 4/10/2016 $5,000,000 ea.occ. $5.000,000 agg. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Tower Resource Management, INC ACCORDANCE WITH THE POLICY PROVISIONS. 16 Chestnut Street Suite 220 FOXborough MA 02035 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. A CORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Jesse G.Brown One William Way Co CEO 51 Bellingham,MA 02019 Matthew P.Masuoianni ph:508-473-1990 Co CEO c O-M m fax:508-473-1991 January 14, 20'16 Town of Barnstable 367 Main St. Barnstable,MA 02601. Re:Verizon Wireless Telecommunications Installation; Craigviile Beach,994 Craigville `Beach Rd.,Centerville, MA 02632 To Whom lt:May Concern, This letter confirms thatGeoffrev orse is an.active employee of Heidr..ea Communications; LLC and is covered by the company insurance. If you have any questions or need additional,information,please feel free'to contact the office at 508-473-.19'90 or-email spetronelli@heidrea.com. incerely, Shannon.Petronelli Office Manager www.heidrea.com Massachusetts-Department of Public Safety Board of Building Regulations and Standards . 0--niiruataiin Supein-MO License: CS-098919 s. GEOFFREYDFO)SE ',.. 10 Westcraft Road dt s Reading MA 818&7 J..L.;, r 1,,� Expiration Cornnissioner 05/04/2017 Unrestricted-,Buildings of any use group which contain less than35,000 cubic feet(991M3)of . GuItVJGIi J�laliG... - . F Failure to possess;a current edition of the Massachusetts State Building Code is cause for revocation of this license. Oar DO$Licensing informaaon visit: www.Mass.Gav/DPS TOWN OF BARNS C 2 9 2015 TOWN OF BARNSTABLE BUILDI O �i E Map Pp Parcel v "� Application # Health Division Date Issued !i Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village {� , / Owner�f.��/� dir ZAeh1S7 6,1 AddresshW11-7-c"'e5y Telephone S 6 - 3,� Ah Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation X 3 �Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: exis 'ng new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOM WNER) fw Name LSO �C ��� J� lephone Number Address O(O /�Ji�V��/ �Vi License # ifj gt�so �ll��� O Home Improvement Contractor#W Email b ��Q�C/1 C D,�. /Je 6 Worker's Compensation # O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 12 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER >> DATE OF INSPECTION: FOUNDATION FRAME INSULATION ti rd1 F FIREPLACE 'r ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL .GAS: ROUGH FINAL -FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r Hw Comwamfwah*of Vassachuseffs Depwlrnent off'nibubial Accidents - 7, - O rce OfInVe ations 600 Wkyh—ngfda&reet $ostan,,ALI Q21ZI• wn-mynass.goWdia ' ark-et-s' Compensat on InsuranceAffidavit:$uilderslContractors/Elecfricians/Mumbers Applica-ut, Information. Please Print b . N=e( rO�gan io t : R,C ,J M D Address: 00V/ �,�,c�,�I� �Jt/,� 01 City/Stat,-JZip-- /i� T� ' d one� � 8 �c?111 .� Are ou an employer?Check fly appropriate box: T . of ect r 4. I am s contractor and I 3� Froi (required): I_ I am a employes with .� ❑ 6_ ❑New employees{full andtospact-fine}* have hireAthe sub-contra-dors. 2_❑ I am a sole proprietor ar partner- listed on the attached sheet Y- ❑Remodeling ship and have no employees These sub-contractors have g- ❑Demolitioa w for me in an capacity- employees and have workers' working Y � �`- _ m � 9_ �Building addition L`o workers' ciomip.insurance comp_tnsu a regnired-� 5_❑ We are a corporatim and its 10_[]Electrical repairs or additions 3_❑ I am a homeovrner doing all work offices bav+e exercised their I I-E]Plumbing repairs or additions myself [No workers'cimzp- fit of exemption per MCL 12-VRoof repairs c an�insuranced_]T -15 2' §1(4),and wehwena 13_❑Other employees_[No workers' comp-insurances required,]i, ;A,,y that checks box-tm15t also fill oiA the section heIow shaving fir&woAms'compemsadon polity infra mf143 Homeowners crhas submit this affidsvit inm`cstmr they are 3aing�troxic said then hue o-mride eonixaetms zffist submit a t�al�darit mnirstna s�� `, tigciors that check this box most attached as idditionaI sheet shoes,the name aF the sit-ooa>Iz�ors and sts�uhethe[ornot tiaasa s�ities fire empInyees- If the sob-<ont mctms hsce employees,tfiey mast pxuvide their worker'comp.policy M mber. lam arr Balotr is the policy and}ob site trt;formation �} ,/ ��yy lanrance Company-Name:,� �e� /��rJ/� �/Ys� � �•� Ct/ Policy I or Sel€ins Lim ` (� �"�J 8D Expiration Date: C ' Iob Site Address:Vz C 1/1d, cif stawzip Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure cav-erage as requireduuder Sectiou 25A o€MGL c 152 can lead to the imposition ofcriminal penalties of a fine up to$1,500.00 and/or one-yeariap isonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine ofup.to S250_00 a.day against the violator_ Be advised that a copy of this statement maybe forwarded to time Office of Investigations of the DIA fior incatrsmce c33ERage verification- IdoherelycerMunderthe s n hies ..petjxry that the irr,formaton prati&d abrr�sje f s true and correct Simature: Bate_ /i* PhD i#: s O �/ / Offzcial use on[y. Da trot write in this area,to be completed by Git}:or town officiaL City or Town: PerrtritUceuse# fssnn Anthority{circle onq: 1.Board of Health 2.Budding Department I Clty'If'tawu Clerk 4-Electricalinspector 5.Plumbing Empector .6.Olther Contstct Person: Phone if: ` 6 L \ f Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an ernployee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the Iegal representatives of a deceased employer;or the receiver or tnrstee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction br repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bnildiags in the commonwealth;or any applicant who has not produced acceptable evidence of compliance with the insurante.coverage required." Additionally. MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the pefo?mance of public work until acceptable evidence of compliance v ith the insurance requirements of this chapter have been presented to the contracting authority Applicants — Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation arid,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their cerificate,(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(L LP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required_ Be advised that this affidavit may be submitted to the Departinent of industrial Accidents for confirmation of iasur nce Coverage. Also be sure to sign and date the a,$d2V:t 'I1e affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Sell insured companies should enter their self-insurance license number on the appropriate line. City or Town.Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be prop-ided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be alltd out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would Ile to thank you in advance for your cooperation and shouldyou have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Conamtlnwean of Massachusetts Depaxtment of Industaal Accidents Office of IxLvestigafiGm 6���ashiu�tan St-�t Rostou,MA 02111 Tel.A 617 727-4900 W 446 or 1-9 MASSY-E Fax# 617-727-7 749 Revised 4-24-07 wmass-gnvldia i snxxsrAsra. ,. Town of Barnstable prED MA'S A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ^V20,9, A� I, J 6H►J 1n1. t��US�6oWy�+.RtN�e2.�'/DPw as Owner of the subject property hereby authorize �� ��T p ��. to act on my behalf, in all matters relative to work authorized by this building pernut application for: hd /' lh ( job) Address of � h� Sigi ature o O ner Date dO IJ�J IN• �t1,L'dS � Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPHLESTORMS\building permit forms\EXPRESS.doc Revised 061313 Mass. Corporations, external master page Page 1 of 2 t • • � $r,y.,3,�a1� Corporations Division Business Entity Summary = ID Number: 001150746 Request certificate New search Summary for: PLAN B CONSTRUCTION COMPANY LLC The exact name of the Foreign Limited Liability Company (LLC): PLAN B CONSTRUCTION COMPANY LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 001150746 Date of Registration in Massachusetts: 10-29-2014 Last date certain: Organized under the laws of State: RI Country: USA on: 07-22-2010 The location.of the Principal Office: Address: 86 BLANDING AVE. . v City or town, State,,Zip code, BARRINGTON, RI 02806 'USA' Country: The location of the Massachusetts office, if any: Address: City or town, State, Zip code, Country: The name and address of the Resident Agent: Name: JUDE J. KOSTAS Address: 132 CENTRAL ST., STE 208 City or town, State, Zip code, FOXBORO, MA 02035 USA ' Country: The name and business'aildress.of each Manager: Title' Individual name Address MANAGER CHRISTINE A. MATTERA 86 BLANDING AVE. BARRINGTON, RI 02806 USA MANAGER BRIAN D. PATCH 86 BLANDING AVE. BARRINGTON, RI 02806 USA I http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001150746... 12/29/2015 Mass. Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY CHRISTINE A. MATTERA 86 BLANDING AVE. BARRINGTON, RI 02806 USA REAL PROPERTY CHRISTINE A. 'MATTERA 86 BLANDING AVE. BARRINGTON, RI 02806 USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: i ALL FILINGS Annual Report Annual Report - Professional Application For Registration Certificate of Amendment ice, View filings Comments or notes associated with this business entity:' . New search R . http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001150746... 12/29/2015 Massachusetts Department of Public Safety <� Board of Building Regulations and Standards License: CS-081256 Construction Supervisor BRIAN D PATCHH, 86 BLANDING AVENUEd BARRINGTON RI' 028"06 Expiration: Commissioner 08/011017. Client#:59612 PLANBCON i DATE(MMIDDIYYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 12/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy((es)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAAAE:CT Andrew Bucci _ Starkweather&Shepley A"cNN E,t)401 435.3600c N,; 401 431.9681 PO Box 549 E-DRESS: p'MAIL AD Abucci starshe com -Providence, RI 02901-0549 INSURER(S)AFFORDINGCOVERAGE NAICA 401 435-3600 INSURER A:Mesa Underwriters Specialty Ins 36838 INSURED INSURER B:Beacon Mutual Ins Co 24017 Plan B Construction Company,LLC INSURER CPeerless 24198 86 Blanding Avenue INSURER O Barrington,RI 02806 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT.TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NgONLSyyUyp POLICY NUMBER MIDDY£FF MMOIDDY EItP LIMBS A X COMMERCIAL GENERAL LIABILITY Y MP0038002000211 0811712015 0811712016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE FX OCCUR DAMp GE 7ORE NTED PREMISES Ee ocarrenco $100,000 X BI/PD Ded:1,000 MEDEXP Anyone person 1 $5 000 PERSONAL&ADV INJURY $1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 PRO- PRODUCTS-COMP/OP AGG s2,000,000 POLICY El JECT 0LOC OTHER: AUTOMOBILE LIABILITY CO a BINED SINGLE LIMIT I ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ALTOS AUTOS NON-OWNED PROPERTY DAMAGE $ . HIRED AUTOS AUTOS P I— Per accdent $ UMBRELLA UAB HOCLAc,uM -MADE R EACH OCCURRENCE $ EXCESS LIAR AGGREGATE $_ DED f RETENTIONS $ B WORKERS COMPENSATION 64380 8/1312015 081131201 X1,PTA"TuTE OTH- AND EMPLOYERS'LIABILITY OFFICEROPRIETOREXCLUDED ECUTIVE Y� NIA E.L.EACH ACCIDENT s500 OOO (Mandatory In NH) E.L.DISEASE-FA EMPLOYEE $500,000 IFyes,describe under E.L.DISEASE-POLICY I IMrr $500,000 DESCRIPTION OF OPERATIONS below C Leased/Rented IMS969085 12104/2015 1210412016 $80,000 Equipment $500 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORO 101,Additional Remarks Schedule,may be attached if more space Is required) RE:Craigville Beach House Roof Replacement Project Town of Barnstable is additional insured with respect to general liability per written contract. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Risk Management ACCORDANCE WITH THE POLICY PROVISIONS. 230 South Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 01988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S759973/M759172 BAJ l _ TOWN OF BARNSTABLE NOTICE TO PROCEED December 28, 2015 SUBJECT CONTRACT: Craigville Beachhouse Roof Replacement Project To: Plan B Construction Company 86 Blanding Avenue Barrington, RI 02806 1. You are hereby given formal NOTICE TO PROCEED in accordance with the provisions of the Subject Contract. 2. It is requested that acknowledgment of this NOTICE be indicated by endorsement hereon, and that the original be returned to this office. The duplicate should be retained in your office files. John W. Juros, AIA Town Architect FIRST ENDORSEMENT TO: Town of Barnstable Attn: John W. Juros, AIA, Town Architect 800 Pitcher's Way Hyannis, MA 02601 Receipt is hereby acknowledged of th bove NOT P CE under this contract. By: Date: % "l-- O:\Vertical Construction\ACTIVE PROJECTS\CRAIGVILLE BEACH BATHHOUSE\Craigville Beach House Roof\Craigville Roof Notice to Proceed 122815.doc I� I CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1926 1875 Route 28•Centerville, MA 02632-3117 508-790-2375 x1 - FAX: 508-790-2385 John M.Farrington,Chief Martin O'L.MacNeely, Fire Prevention Officer Philip H. Field,Jr.,Deputy Chief Michael G.Grossman, Fire Prevention Officer May 31, 2013 TO: Tom Perry, Building Commissioner Building Department Town of Barnstable 200 Main Street Hyannis, MA. 02601 In accordance with MGL 148, Section 28A, the Centerville-Osterville- Marstons Mills Fire/Rescue Department brings to your attention the following- potential violation(s) of 780 CMR: Massachusetts State Building Code for your review and/or interpretation of same. NAME/BUSINESS: Best Buddies ADDRESS: 997 & 1014 Graigville Beach Road, Centerville OBSERVANCE: IBC 3103.1 refer you to the IFC. Mass Amendments 3101.1 and 101.4.5 give enforcement of-the IFC to the Building Official. 1. IFC 2403.8.1 Fire access road minimum of 20 feet wide 2. IFC 2403.8.2 Tents not located within 20 feet of parked vehicles ,internal combustion engines, lot lines, and other tents 3. IFC2403.8.6 Fire Breaks — Fire road not less than 12 feet wide all sides of all tents 4. IFC 2403.12.2 Table 1,000 to 1,999 people minimum of 5 egresses minimum of 10 feet wide each 5. IFC 2403.12.6.1 Two sources of emergency power when occupant load ' over 300 6. IFC 2404.7 Open or exposed flame — emitting flame, fire, heat, and any flammable /combustible liquids charcoal or other cooking device shall not be permitted inside or located within 20 feet of the tent 7. 1 FC 2404.15.5 Cooking Tents— shall be separated from other tents by a minimum of 20 feet "Commitment to.Our Community" 8. IFC 2404.15.6 Outdoor cooking that produces sparks or grease laden vapors shall not be performed within 20 feet of a tent 9. IFC 2404.20.2 Crowd Managers 1 per 250 occupants. Sincerely, rtin Ma Neely i Prevention Officer C.O.M.M. Fire District CC: Jeff Lauzon, Building Inspector CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28•Centerville, MA 02632-3117 1926 508-790-2375 x1 • FAX: 508-790-2385 Michael J.Winn,Chief Martin O'L.MacNeely,Fire Prevention Officer Byron L.Eldridge,Deputy Chief Michael G.Grossman, Fire Prevention Officer .., y May 29, 2015 J TO: Tom Perry, Building Commissioner g rr� Building Department Town of Barnstable 200 Main Street Hyannis, MA. 02601 In accordance with MGL 148, Section 28A, the Centerville-Osterville- Marstons Mills Fire/Rescue Department brings to your attention the following potential violation(s) of 780 CMR: Massachusetts State Building Code for your review and/or interpretation of same. NAME/BUSINESS: Best Buddies ADDRESS: !997& 101.4CralgvilleaBeach_Road 36.Centerville OBSERVANCE: IBC 3103.1 refers you to the IFC. Mass Amendments 3101.1 ' and 101.4.5 give enforcement of the IFC to the Building Official. . ,4 IFC 2403.8.1 Fire access road minimum of 20 feet wide. 2. IFC 2403.8.2 Tents not located within 20 feet of parked vehicles, internal s < combustion engines, lot lines, and other tents. '.IFC 2403.8.6 Fire Breaks-Fire road not less than 12 feet wide all sides of all ' r w M ftents. ti k 4. IFC 2403.12.2 (Table) 1,000'to 1,999 people minimum of 5 egresses x , minimum of 10 feet wide each. 5. IFC 2403.12.6.1 Two sources of emergency power when occupant load over 300. 6. IFC 2404.20.2 Crowd Managers 1 per 250 occupants. Sincerely, Michael Grossman "Commitment to Our Community" r� t 'c CENTERVIL LE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28•Centerville, MA 02632-3117 6 508-790-2375 x1 • FAX: 508-790-2385 M��a�s 1Winn;Chief Martin O'L.MacNeely, Fire Prevention Officer Byron LEldndge,Deputy Chief Michael G.Grossman,Fire Prevention Officer r I . e Prevention Officer C.O.M. . Fire District CC: Michael Winn, Fire Chief f CC: Jeff Lauzon, Building Inspector �4 . 1 ' "Commitment to Our Community" �r Town of Barnstable �OFTME�• Regulatory Services Barnstable Richard V. Scali, Director A&AmencaMY BARNSTABLE, Public Health Division Thomas McKean Director rED MA'S A 2007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 29, 2014 Ms. Nicola Edman Special Events Logistics Manager Best Buddies International 100 Southeast 2"d Street, Suite 2200 Miami, FL 33131 Dear Ms. Edman: I am writing to you at this time as a follow-up from my inspection of the "Best Buddies" Clambake event held in Centerville on May 31, 2014. The event was catered by Gourmet ', Caterers of Boston, Ma. At this time I would like to address a problem that I observed in relation to the MA Food Safety Regulations for Temporary Food Establishment Operations. The area behind the large tent (outside) and the inside food prep area consisted of dirt, sand and some grass. The regulations for flooring state that the "floors shall be constructed of tight wood, asphalt, or other cleanable material. Floors must be easily cleanable". The conditions that existed during. ' this time did not meet the criteria. There was an incident that occurred on this day where a woman carrying a wrapped large salad tripped and took a"face-plant" onto the ground but saved the salad. The incident took place in the outside rear area where the "turkey fryers" connected to propane tanks were in operation. This is a safety hazard as well and thankfully did not result in any serious injury. It could be avoided by having the proper level flooring so as to prevent any hazards. I have enclosed a picture from this event demonstrating the warped flooring and dirt areas. i In addition, I have enclosed a copy of the Massachusetts Department of Public Health Temporary Food Establishment Operations checklist. Working together we can look forward to continued successful events such as the "Best Buddies". If you have any questions or need further assistance please feel free to call this office at 508-862-4644. I have also enclosed my business card with my email address on it if this is more convenient for you. Best Buddies pre-op for 2015-Microsoft Word Si ely, n e Donna Z. Miorandi, R. . Health Inspector Town of Barnstable Enclosures Cc: COMM Fire Department _J Building Department Tracy Cassidy, Senior Event Planner, Gourmet Caterers Best Buddies pre-op for 2015-Microsoft Word - I. r of BAs CAPE COD COMMISSION 7 U 3225 MAIN STREET +rs P.O. BOX 226 a L E c� BARNSTABLE,MA 02630 s sACHUsw FAX(508)2-382836 Z O JAN 13 P - L E-mail:frontdesk@capecodcommission.org 0l�'(S1t1r� TO: Town of Barnstable Town Clerk,Building Inspector, Town Planner, Planning Board, Conservation Commission,and Department of Public Works FROM: Gail Hanley,,Clerk of the Commission SUBJECT: Centerville River Dredging and Craigville Beach Nourishment Phase II Development of Regional Impact Modification Decision DATE: January 6, 2006 Enclosed please find a copy of a modification to the Centerville River Dredging and Craigville Beach Nourishment Phase II Development of Regional Impact Decision that was signed by the Cape Cod Commission on January 5, 2006. Should you have any questions, please do not hesitate to contact our office. C; f Of BA�,J' CAPE COD COMMISSION 0 r 3225 MAIN STREET V ® >;: ._ . try P.O.BOX 226 BARNSTABLE, MA 02630 �ssACHUs FAX(508)3 2-31136 E-mail:frontdesk@capecodcommission.org . y DATE: December 20, 2005 TO: Town of Barnstable 367 Main Street Hyannis,MA 02601 FROM: Cape Cod Commission RE: Development of Regional Impact Cape Cod Commission Act, Sections 12 and 13 APPLICANT: John Jacobson, Engineering Department, for the Town of Barnstable Leslie Fields, Woods Hole Group,Inc. for the Town of Barnstable. . PROJECT#: JR04002 PROJECT: Centerville River Dredging and Craigville Beach Nourishment—Phase II - MAP/PARCEL: 206/013 Town of Barnstable '79 Cm"y i 185/036 Town of Barnstable(C69428) I_o i MODIFIED DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission(Commission) hereby approves,with conditions the application of the Town of Barnstable(Applicant) as a Development of Regional Impact(DRI) pursuant to Sections 12 and.13 of the Cape Cod Commission Act(Act), c. 716 of the Acts of 1989, as amended, for the proposed Centerville River Dredging and Craigville Beach Nourishment—Phase II (the Project). The decision is rendered pursuant to a vote of the Commission on November 18, 2004. I` Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Panes 1 of 1 R y PROJECT DESCRIPTION Project Description The Town of Barnstable (the Town)has developed a two-phased project to conduct maintenance and improvement dredging in the Centerville River/East Bay estuary system for the purpose of improving navigability within the waterway. Phase I work included maintenance dredging of channel areas (Reaches 1 and 5) to the west of the Bumps.River intersection with the Centerville River; Phase II includes channel areas (Reaches 2, 3, and 4)to the east of that intersection. The planning, engineering, and permitting process for Phase I was completed in October 2002. Phase I work did not require review by the Cape Cod Commission as a DRI. Reach 1 dredging occurred between December 2003 and January 2004. Due to construction delays, Reach 5 has not been dredged.to.date. Phase II project work constitutes this DRI. The proposed Phase II project includes.maintenance and improvement dredging of up to 31,180 cubic yards of sediment from the Centerville River for the purpose of improving navigability within the waterway. As proposed Phase II divides the Centerville River dredging into three reaches and characterizes the proposal for each reach as follows: Reach 2 • maintenance dredging of a maximum of 23,490 cubic yards • area includes the Centerville River east from.the-Bumps-River intersection to the end of Centerville Cove • sediments characterized by a silt/sand mixture proposed for dewatering within basins constructed on Craigville Beach (covering nearly 4 acres of coastal beach) • sediments proposed for beach nourishment on Craigville Beach or for reuse at Resource Recovery of Cape Cod in Sandwich • contains areas with "no shellfish," "low density", and "moderate to high density" of shellfish (quahogs).' The Town proposes to conduct a relay prior to dredging to harvest quahogs from the areas of"moderate to high density"that lie within the dredge footprint and to relocate them to other suitable habitat. Reach 3 • improvement dredging of a maximum of 1,320 cubic yards • area includes a 400-foot long spur from the Centerville River channel north to the Bumps River bridge • sediments characterized by primarily clean,well-sorted sands ' The Town has determined that all areas proposed for dredging pursuant to this project contain some density.of shellfish. In their application, the Town has grouped shellfish densities into three ranges of abundance, in a manner that allows for the mapping of shellfish located in the waterway. The three ranges are "no shellfish," "low.density," or"moderate to high density" (see figure 2-5, p.9, "Response to Cape Cod Commission Comments on FEIR/DRI;"dated September 9, 2004). Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 PnaP 7 of 1 R • sediments proposed for reuse as beach nourishment on the undeveloped eastern end of the Long Beach barrier(including town-owned Conservation Commission property and private property) • contains areas with "low density" and "moderate to high density" of shellfish(quahogs).The Town proposes to conduct a relay prior to dredging to harvest quahogs from the areas of "moderate to high density" that lie within the dredge footprint and to relocate them to other suitable habitat. Reach 4 • improvement dredging of a maximum of 6,370 cubic yards • area includes a 1,500-foot long spur from the Centerville River channel to the north fork of the river to the Craigville Beach Road bridge • sediments characterized by primarily clean,well-sorted sands • sediments proposed for reuse as beach nourishment on the undeveloped eastern end of the Long Beach barrier(including town-owned Conservation Commission property and private a property) • contains areas with "no shellfish," "low density," and "moderate to high density" of shellfish (soft-shell clams). The Town did not propose to perform a relay prior to dredging to relocate these soft-shell clams because they are more easily damaged than quahogs. Condition C-CR2 of this Decision requires harvesting prior to dredging within the dredging footprint of any shellfish in the"moderate to high density" area and to relocate them to other.suitable habitat. -- -PROCEDURAL HISTORY., 'A n expanded Environmental Notification Form (ENF) was originally noticed under the Massachusetts Environmental Policy Act(MEPA) on November 22,2000. Phase I and Phase II of the Town's proposed project were each subject to MEPA. The Town filed for and received a Phase I waiver from MEPA. Phase 11 of the proposed project was subject to mandatory Environmental Impact Report (EIR) provisions of the MEPA Regulations since it involves the alteration of more than 10 acres of land under water and will require both a Chapter 91 License and 401 Water Quality Certification from.the Department of Environmental Protection. Pursuant to a Memorandum of Understanding between the Cape Cod Commission and the Executive Office of Environmental Affairs,the Town elected to participate in a joint Cape Cod Commission/MEPA review process for Phase Il designed to address the concerns of both agencies and to expedite project review. The Town filed a Joint Draft Environmental Impact Report (EIR)/Development of Regional Impact(DRI) on January 14, 2004, and a Joint Final EIR/DRI on July 1, 2004. While under MEPA review an authorized subcommittee of the Commission held duly noticed public hearings on February 17, 2004, and August 2, 2004. The Secretary of Environmental Affairs issued a Final Certificate on the Joint FEIR/DRI on August 16,2004. A duly noticed public hearing was conducted by the Commission pursuant to Section 5 of the Act by an authorized subcommittee of the Commission on September 27, 2004, at the Barnstable ` Senior Center, Hyannis, MA, on which date the public hearing was closed. Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pao,.I of 1 R The Subcommittee held public meetings to deliberate on this project on October 8, 2004, November 1, 2004, and November 4, 2004. At the November 4, 2004 Subcommittee meeting the Subcommittee took the following votes: • Vote to recommend approval of the proposed maintenance dredging of Reach 2. Approved unanimously by a vote of 5 to 0. • Vote to recommend approval of the proposed improvement dredging of Reach 3. Approved unanimously by a vote of 5 to 0. • Vote to recommend approval of the proposed improvement dredging of Reach 4. Approved by a vote of 3 to 2. A final public hearing was held before the full Commission on November 18, 2004. At this hearing, the Commission voted to approve the project as a DRI, subject to conditions. The Commission voted as follows: unanimous vote to approve the maintenance dredging of Reach 2; . unanimous vote to approve the improvement dredging of Reach 3; 11 in favor and three opposed to approve the improvement dredging of Reach 4. In December 2005,the applicant requested a modification to the Commission's approved decision. The Regulatory Committee met on December 20, 2005 and voted to modify the decision as presented in this document as a minor modification#2. In addition to the list of materials submitted for the record, provided below in Table 1, the application and notices of public hearings relative thereto, the Commission staff's notes and correspondence, the minutes of meetings and hearings, and all other written submissions received in the course of the proceedings are hereby incorporated.. nto_the.record.by.reference.. Table 1: Materials Submitted for the Record Date Submitted From the Applicant. Joint Draft Environmental Impact Report/Development of Regional Impact 14-Jan-04 DEIR/DRI DRI Application;requesting joint review with MEPA 2-Feb-04 Final Environmental Impact Report/Development of Regional Impact 1-Jul-04 FEIR/DRI Response to Cape Cod Commission Comments on FEIR/DRI 9-Sep-04 . Letter from Woods Hole.Group providing supplemental information in 4-Oct-04 response to September 22,2004 Staff Report Letter from Woods Hole Group providing supplemental information in 21-Oct-04 response to staff concerns over stabilization of beach nourishment Comments on Draft Findings and Conditions 1-Nov-04 Letter from Barnstable Planning Director re:project consistency 18-Nov-04 Correspondence received during MEPA EIR process Certificate of the Secretary on the DEIR 1-Mar-04 Certificate of the Secretary on the FEIR 16-Aug-04 Letter of support for project from Barnstable Recreation Division 2/11/2004 Letter of support for project from Barnstable Marine and Environmental 12-Feb-04 Affairs Division Letter of support for project from 65 Short Beach Road,Centerville,. 23-Feb-04 resident Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 pnaa d of 1 R Letter of support for project from Long Beach(Homeowners)Association 21-Feb-04 Comment on DEIR from Barnstable Conservation Division 27-Feb-04 Comment letter on DER from Massachusetts Coastal.Zone Management 5-Mar-04 Office Comment letter on FEIR from Massachusetts Coastal Zone Management 12-Aug-04 . Office Comment letter on FEIR from Massachusetts Division of Marine Fisheries 9-Aug-04 Comment letter on FEIR from Massachusetts Board of Underwater 17-Sep-04 Archaeological Resources From the Commission Staff Report on the DEIR/DRI 13-Feb-04 . Comment Letter to MEPA on DEIR/DRI from DRI Subcommittee 23-Feb-04 Staff Report on the FEIR/DRI 23-Jul-04 Note from Staff to Woods Hole Group re Reach 3 an4DEIR issues 3-Aug-04 Comment Letter to MEPA on FEIR/DRI from DRI Subcommittee 5-Aug-04 Staff Report on DRI for September 27,2604 Public Hearing 22-Sep-04 Memo to Subcommittee,Woods Hole Group,and Town re water and 4-Oct-04 coastal resource issues for October 8 Subcommittee meeting Memo of Draft Findings and Conditions for.Subcommittee and Town 28-Oct-04 Memo of revised Draft Findings and Conditions for Subcomimttee and 3-Nov-04 Town -:w.. From the Public Petition for support of Reach 3 dredging from 83-Bamstable7re'sidents"~ - - 27-Sep-04 Photos hand delivered at FEIR Public Hearing 2-Aug-04 Letter of support from 98 Long Beach Road,Centerville,resident' 7-..Oct-04 TESTIMONY While under MEPA review an authorized subcommittee of the Commission held two public hearings on February 17, 2004, and August 2,2004, to receive public comment on the Joint DEIR/DRI and Joint FEIR/DRI, respectively. The following oral public testimony was received on February 17, 2004: Roy Richardson, Precinct 4 Town councilman, and Janet Joakim,Town councilwoman, both spoke in support of the proposed project siting shellfish resource issues and the`.`social health" of the river that they believe would be improved by the dredging. Dan McCarthy, Barnstable Assistant Harbormaster, spoke in support of the project and wants to see dredging accomplished. Tony Balsamo spoke in support citing.reasons of siltation in Reaches 3 and 4 and public safety ,concerns. Jim Lane spoke in support citing reasons of water quality issues and the active Herring Run. Jack Driscoll spoke in support and stated that nourishment has been done in the past and should be done again. Neil Andres spoke in support citing concerns about heavy boat traffic and belief that this dredging will alleviate the problem by widening the channels. Jim Pineau spoke in support citing reasons of his belief that recent water quality improvement in the River are due to Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision December 19,2005 Paoa 5 of 1 R success of Title 5 regulations but believes this dredging will help improve the River's water quality. Mr. Pineau also cited safety concerns regarding crowded channels that are dangerous to kayakers. Jim Pideaula, Michael James, and Wayne McGann each spoke in support of the project generally. The following oral public testimony was received on August 2, 2004: Brian Walls spoke in favor of the project citing reasons of observed decreases in wildlife over the years and self observed revitalization after the Phase I dredging. John Gutrow spoke in support citing reasons of extensive work done to date to develop the proposal and his belief that. nourishment on Long Beach would migrate to Craigville Beach. Bob Jones, a former council member from the Town of Barnstable, stated his support for the project citing reasons of safety of navigation and benefits from beach nourishment. Barbara Birdsee spoke in support citing reasons of public safety related to a dangerous sandbar in the middle of the river that boats get stuck on. John Pendergast Jr. spoke in support. Frederick Rust stated his support citing reasons of the need for navigational i nprovements for larger boats and the benefits that would come with beack- nourishment._ George Faherty had questions and comments regarding the need to know the impact on the beach from increased nitrogen; how the dredging would affect shellfish;the fact that dredging in the 1950s killed much of the shellfish in the river; how the dredge slurry pipe would affect traffic and beach users; and the need for sand fencing. A duly noticed public hearing was conducted pursuant to Section 5 of the Act by an authorized DRI subcommittee of the Commission on September 27, 2004, at the Barnstable Senior Center, Hyannis, MA. The following oral public testimony was received on September 27, 2004: Roy Richardson, Barnstable Town councilman, spoke in favor of the project stating his belief that the project will be good for the town and may help address the Phragmites problem in the area. Mr. Richardson later stated that people come from far and wide to boat on this river and that is one of the most popular recreation destinations in the town. Dan Horn, Barnstable Harbormaster spoke in favor of the project citing reasons of public safety and the public benefit that would result because presently emergency access is restricted from Reaches 3 &4. Daniel McCarthy, Assistant Harbormaster spoke in support of the project citing a situation when the Coast Guard grounded in the river and stating his belief that it will improve flushing in the system. Mr. McCarthy later stated that many people come to enjoy the river from all over Barnstable. Richard Hardy spoke in favor of the maintenance dredging of Reach 2. Frederick Rust presented a petition of 80 signatures in favor of dredging Reach 3, citing reasons of improving recreation and water quality, relieving the high rate of boating accidents that he observes, and enabling waterfront property owners to access their docks and piers. Brian Wallace stated that the water is getting more polluted and he observes a reduction in shellfish quantity and an increase in the size of boats on the river as well as more kayaks. Dominick Gautrau spoke in support of the project citing reasons of the eventual movement of the sand used for beach nourishment that will be a benefit of the project since the beach is subject to erosion. He also stated later that further dredging beyond what is proposed here is not likely because it has taken the Town years to get to this point on the present proposal. Tony Balsamo spoke in favor of the dredging citing the need to improve navigation, noting that kayakers often ground and are in need of rescue, and his belief that dredging will help fish. Nelson Orr spoke in favor of the dredging stating his belief that better Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pnaa 6 of 1 R i flushing would occur. James Padula and Michael Sullivan spoke in favor of the project, with Sullivan believing that the project will benefit the environment. George Raymond spoke in favor of the project citing reasons of the need to eliminate a bad odor from the river. Jack O'Malley spoke in favor of the project citing reasons of pollution and public safety concerns. Neil Andres spoke in support of the project, urging quick approval because of the short dredging window. David Drake stated that if the Barnstable Conservation Commission ultimately approves this .project then it must be.acceptable, and urged quick approval. Jack Driscoll stated his belief that the dredging would improve fishing in the river. JURISDICTION The proposed Centerville River Dredging and Craigville Beach Nourishment=Phase II project was referred to the Commission by the Town on February 2, 2004, because the project required the filing of an EIR under Sections 61-62h of`Chapter 30 of the general laws. The referral is required by Section 12(i) of the Act and by Commission regulations. FINDINGS The Commission has considered the application of the Town of Barnstable (the Town) for the proposed Centerville River Dredging and Craigville Beach Nourishment—Phase lI, and based on consideration of such application and upon the information presented at the public hearing(s) and submitted for the record,makes the following findings pursuant to Sections 12 and 13 of the Act: General F-G1. According to a letter from the Barnstable Planning Director,the Project is consistent with the Local Comprehensive Plan and complies with local zoning. Transportation F-T1. According to the FEIR/DRI, the Town.of Barnstable has proposed and will utilize the most direct and least disruptive trucking route between the Craigville Beach parking lot and the upland disposal site at ReSource Recovery of Cape Cod in Sandwich,MA. Also,trucking operations are scheduled to avoid peak hours during the off-season and will be done during an appropriate window between October 15 and April 15. These measures will ensure compliance with MPS F-T2.. Due to the temporary nature of any transportation impacts and the acceptable route and time window for proposed trucking on regional roadways, there are no other transportation. Minimum Performance Standards at issue for this project. Coastal Resources Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Paves 7 of 1 R F-CR1. Public testimony and testimony by Barnstable town officials has indicated that there is a history of vessels attempting to transit shallow and narrow portions of the river and running aground, creating a public safety hazard. No management controls such as draft restrictions, speed . limits, or posted"no wake zones" currently exist in the area. The Town has demonstrated that the proposed new dredging of Reaches 3 and 4 is necessary pursuant to MPS 2.2.3.6 because the project will improve navigation by alleviating safety hazards to vessels navigating in certain shallow and narrow water ways. F-CR2. The Town has demonstrated that there are no feasible alternatives to the proposed new dredging at Reaches 3 and 4 (pursuant to MPS 2.2.3.6)that will alleviate hazards to vessels navigating in shallow and narrow waterways, as described in F-CRl. F-CR3. The proposed new dredging of Reaches 3 and 4 provides a substantial public benefit pursuant to MPS 2.2.3.6 because the project will: improve navigation by alleviating some safety issues arising from public use of certain shallow and narrow waterways; fortify coastal beaches and critical habitat; and,provide a sediment source for the littoral system. F-CR4. According to MPS 2.2.3.8, development and redevelopment shall be designed to minimize direct and secondary impacts to fish, shellfish, and crustaceans. Both the maintenance and the new dredging will have immediate adverse impacts to shellfish habitat through the excavation of sediment currently serving as habitat for."moderate" and"moderate to high" (as defined by the applicant) densities of Quahogs (Mercenaria mercenaria)in Reach 2 and Reach 3, and moderate to high densities of soft shell clams (Mya arenaria) in Reach 4. The dredging will have,long-term impacts,to.shellfish habitat by altering thecomposition of the material available for"sets"of shellfish spat. In some areas this may produce a short-term improvement. However, over time fine sediments will accumulate on the bottom of the channel unless maintenance dredging operations return the channel to the design depth. F-CR5. According to MPS 2.2.3.8, development and redevelopment shall be designed to minimize direct and secondary impacts to fish, shellfish, and crustaceans. New and maintenance dredging will have immediate adverse impacts to shellfish and crustaceans because organisms that are not removed from the dredging footprint are likely to be lost. The Town proposes to minimize direct impacts by relocating existing Quahogs from Reach 3 prior to any dredging and by reseeding Reach 2 by October 1, 2006 and prior to any improvement dredging. The Town also proposes to recover Quahogs from dredged material pumped to.Long Beach and to relocate them to suitable areas. The shellfish within the Phase II project area are currently closed to harvest for human consumption. According to the Town's.Harbormaster the Bumps River has been closed to . shellfishing since 1986; the Centerville River has been closed to shellfishing since 1994; and the East Bay area of the Centerville River has been closed to shellfishing since 1995. Regardless of the suitability of the shellfish for human consumption, the shellfish in the existing shallow estuarine system are a resource protected under the "P. They are an important component of the environment that provide forage for other marine and coastal species including fish, crustaceans and birds, and they provide spawning biomass for other areas that may be open to harvest. If the sources of contamination causing the closure (often attributed to runoff and stormwater or Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pans.R of 1 R i wastewater systems) were addressed, these shellfish areas may be opened for shellfishing at some time in the future. F-CR6. According to MPS 2.2.3.8 development and redevelopment shall be designed to minimize direct and secondary impacts to fish, shellfish and crustaceans. Dredging will alter the volume and rate of flow of water in the anadromous fish run. Phase I of the project involved dredging in quantities that exceeded the scope of the project described in permitting materials. Dredging beyond the envelope proposed in Phase II could have adverse impacts that were not examined during the permitting process. However,because the physical alteration is likely to have minimal long-term adverse impacts on the river's suitability as anadromous fish habitat,the project can be conditioned to minimize direct and secondary.impacts to fish by ensuring that the channel does not exceed proposed dimensions and is constructed pursuant to the project design. F-CR7. According to MPS 2.2.3.8 development and redevelopment shall be designed to minimize direct and secondary impacts to fish, shellfish and crustaceans. Dredging will loft fine sediments and detritus into the water column,which is likely to have a short-term adverse impact on fish;shellfish, and essential fish habitat(EFH). In their response dated March 5, 2004,to the DEIR/DRI the National Marine Fisheries Service recommended that the project be subject to time of year restrictions and be limited to maintenance dredging only. Also,National Marine Fisheries Service required that the Town conduct an expanded EFH assessment because of"potentially significant adverse effects on EFH. The Town conducted the EFH assessment on during August and September 2003 and information gathered was supplemented, or"ground-truthed,"with a fisheries survey conducted during September 2003,which found the.site to be a productive and diverse-estuarine ecosystem:-To-comply-with-MPS`2.2 3:8 the Town proposes to-minimize short= term adverse impacts by adhering to time of year restrictions for dredging and ensuring that fine sediments are handled properly. F-CR8. According to Other Development Review Policy 2.2.2.14,boat traffic should be minimized in critical habitat areas such as "shallow estuarine areas." Unless additional management tools (as described in C-CR5) are adopted,new dredging will.allow for'boats of greater draft to transit portions of the river with greater frequency and at a greater velocity than when the channel was depth-restricted at low tide. Such intensification of use will cause persistent adverse impacts to wetland resources adjacent to the channel and could perpetuate public safety hazards. In their response dated February 23, 2004,to the DEIR/DRI the Massachusetts Division of Marine Fisheries described these adverse impacts as including "erosion of salt marsh and coastal bank due to boat wakes, increased risk of related fuel and oil spills, and related impacts from dock construction and/or expansion." The implementation of C-CR5 could minimize such adverse impacts. F-CR9. MPS 2.2.2.12 directs that,wherever feasible, dredged material shall be used on public . beaches subject to erosion. The standard also allows for the use of nourishment material on private property where no feasible public site exists and where storm damage prevention may be enhanced for multiple private properties. Beach nourishment is proposed to occur on both public and private lands at Long Beach. Long Beach is coastal barrier beach and dune system that provides some protection for the Centerville River navigation channel and private development on the north shore of the river from storm damage. The planting of supplemental vegetation in Centerville River Dredging&Craigville Beach Nourishment JR04.002 MODIFIED DRI Decision— December 19,2005 PaaaQnfIR accordance with.MPS 2.2.2.11 will improve the longevity of the nourishment material deposited on Long Beach. F-CR10. MPS 2.2.1.2 states that public access shall be provided,at all publicly funded beach nourishment sites where such access will not impair natural resources. A portion of the material generated by new dredging is proposed for use as beach nourishment on land that is in private ownership, and that proof of public.access is required. F-CR11. The Town of Barnstable manages Craigville Beach with summer recreational beach use as the prevailing interest. Information provided by the applicant and public testimony described the intensive use of the site during the summer, as well as describing problems caused by the erosion of beach material onto areas to the north of the beach, including the Craigville Beach parking lot and Craigville Beach Road. The Town indicated that the past practice has been to collect the material for reuse or disposal offsite, depriving the littoral system of the material. MPS .2.2.2.11 requires the use of Vegetative stabilization to enhance the longevity of nourishment placed on the shore during beach nourishment operations. The pre-existing use of the site should be considered when determining the type, density, and distribution of vegetation used to satisfy this standard. F-CR12. Goal 2.2.3 stresses the need to maintain and improve coastal water quality,particularly when it provides shellfish and finfish habitat. The Project entails the stockpiling of material on the surface of the existing Craigville Beach Parking lot for further dewatering and storage. Proper management of stockpiled material is essential to ensure that it is not conveyed to coastal waters. by the existing stormwater system. �r _ The proposed nourishment of Craigville Beach also involves the excavation of dewatering basins on the beach and the management of hydraulic flow to separate suitable nourishment material from fines, which are unsuitable for placement on the beach. Proper management of dewatering structures and operations is essential to ensure that fine sediments are not conveyed to coastal waters during dredging operations. F-CR13. MPS 2.2.2.11 states that monitoring and maintenance plans shall be required of all nourishment projects. The provisions of a suitable monitoring and maintenance plan are outlined in C-CR12. F-CR14. Reach 2 of the Centerville River is proposed for hydraulic cutter head dredging of approximately 16,280 cubic yards of material,to attain a final depth of-6 MLW. As proposed, the work is (by definition) maintenance dredging. The project will restore the channel to its previously permitted configuration and thus restore navigation that has been affected by shoaling. Provided that dredging of Reach 2 is carried out within the proposed footprint, it is not anticipated to have significant long-term adverse impacts to coastal resources if conditions C-CR4, C-CR6, and C-CR9 through C-CR13 (related to time of year restrictions and dewatering and nourishment activities at Craigville Beach) are met. Water Resources Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Paaa IA of 1 R F-WRl. Commission analysis of nitrogen loading and tidal flushing in the Centerville River/East Bay embayment system identified the system as nitrogen overloaded(Eichner, et al., 2002). Projects within embayment watersheds where the embayment has water quality problems or the watershed nitrogen load exceeds a loading standard are required to have no net nitrogen loading (MPS 2.1.1.2.C.2). F-WR2. Dredging within an embayment system increases its internal volume,which causes nutrients to remain longer in the embayment and worsens water quality conditions. Conversely, the removal of the sediments may improve water quality by removing the portion of the sediment nitrogen that is labile and would otherwise contribute to internal nitrogen loads within the embayment. Refined data collection and modeling of these competing impacts is usually required to definitively determine whether dredging provides a net water quality benefit. The Town has not undertaken such work for the Centerville River system and therefore water quality effects associated with this proposed project are unknown. F-WR3. Based on the nutrient data from sediments in areas proposed to be dredged(Table 5-1 in the DEIR/DRI), a simple calculation results in an estimate of between 387 and 1,055 kilograms (kg) of nitrogen in the sediments to be dredged. A portion of this nitrogen would discharge into Craigville Beach and into Centerville Harbor during the dewatering process,while the remaining . sediment portion will be trucked off--site to ReSource Recovery of Cape Cod,which is located within the Sandwich Harbor watershed. Using a series of reasonable assumptions,the Town's consultants estimated that 974 kg will be discharged into Centerville Harbor during the dewatering process on Craigville Beach and 291 kg will be taken into the Sandwich Harbor watershed in 1.7,620 cubic yards of dredged material. F-WR4. Using a previously completed flushing study of Sandwich Harbor(Woods Hole Group, 2001) and the critical loading limits in the Commission's Nitrogen Loading Technical Bulletin (Eichner and Cambareri, 1992), Commission staff determined that the critical nitrogen loading limit for Sandwich Harbor is 15 kg of nitrogen per acre of watershed. MPS 2.1.1.2.C.I requires that all projects have nitrogen loads less than the identified critical nitrogen load for the impacted embayment. Disposal of 291 kg of nitrogen on the 31 acre ReSource Recovery site results in a load of 9.4 kg/ac, which is less than the identified critical nitrogen load for Sandwich Harbor and, thus, meets MPS 2.1.1.2.C.1. F-WRS. Although a larger mass of nitrogen is being discharged into Centerville Harbor than to Sandwich Harbor, Centerville Harbor is not an embayment and is very well flushed by Nantucket Sound. The nitrogen discharge from the sediments and their dewatering is unlikely to have any long-term impact on water quality in Centerville Harbor, especially given the proposed fall/winter- dredging schedule. F-WR6. Based on the information in the FEIR/DRI,the dredging in the entire system(both East . Bay and Phase I1)will increase the overall volume by 5.1%. This increase includes the excessive dredging of East Bay during Phase I of the project; the volume of East Bay was increased by 5.6% compared to the 2%increase proposed in the Phase I plans. In Phase II area,the proposed dredging will increase the volume by 4.7%. Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pnar 11 of i R F-WR7. It is unclear how much these volume changes will impact water quality without further refined tidal flushing and water quality analyses. Holding tidal flushing constant,these volumes change the critical loads (or nitrogen limits)for the system and subembayments by less than a tenth of a percent(<O.1%). The 387 and 1,055 kg of sediment nitrogen estimated to be removed from the system is between 0.4 and 1.2%, respectively, of the upper Centerville River annual nitrogen load. Since these percentages are so small, a definitive water quality benefit or detriment cannot be assigned to the overall dredging project. F-WR8. More refined collection of, at the very least,tidal data, water nitrogen concentrations, and sediment regeneration,as well as incorporation of this information into a detailed estuary model, would be needed to definitively assess the water quality benefits and detriments of the overall project. This type of data is collected and modeled through the Massachusetts Estuaries Project. Natural Resources/Open Spaces F-NR1. The upland portions of the Project are located in rare species habitat as mapped by the. Natural Heritage Atlas, third edition. According to the Natural Heritage and Endangered Species Program(NHESP),the project as designed and conditioned in C-CR6 is anticipated to result in beneficial impacts to actual habitat of state listed shorebirds, including Piping plovers, Least terns, and Common terns. In order to ensure compliance with MPS 2.4.1.4 (no adverse impacts to rare species or their habitat), monitoring and management is necessary to ensure that shorebirds and their nest sites are not disturbed by people or dogs. In addition, as conditioned in C-CR7 and C- CR9, snow fencing should,only be permitted seasonally.between October 15:and March 31. F-NR2. Piping of the dredge slurry will result in minor temporary impacts to salt marsh located at the head of Centerville Cove where tubing will be laid directly on the marsh vegetation. The Town evaluated several dredge spoil disposal alternatives in the DEIR/DRI, settling on the present proposal as having the fewest environmental impacts. The Town plans to minimize the impacts to the marsh during construction of the tubing through the use of a rubber-tired front-end loader operating on crane mats. All disturbed areas will be revegetated. Timing of the Project during the fall and winter months will also contribute to minimizing impacts to the salt marsh. MPS 2.3.1.1 allows for wetland alteration for water dependent projects where no feasible alternative exists and the proposed alteration is the minimum necessary. Conclusion Based on the findings above the Cape Cod Commission hereby concludes: g p Y • The benefits of the Project outweigh the detriments as supported b findings F-CRI F-CR2 J g pp Y g , and F-CR3. • The Project complies with the Minimum Performance Standards of the Regional Policy Plan. • The Project is consistent with local zoning and with the Barnstable Local Comprehensive Plan. The Commission hereby approves with conditions the application of the Town of Barnstable for the proposed Centerville River Dredging and Craigville Beach Nourishment—Phase II as a Development of Regional Impact, provided the following conditions are met:CONDITIONS Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pna,- 17of1R General C-GL This DRI decision is valid for 7-years and local development permits may be issued pursuant hereto for a period of 7 years from the date of the written Decision. C-G2. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Decision upon notice to the applicant and an opportunity to be heard. C-G3. The Town of Barnstable shall obtain all necessary federal, state, and local permits for the proposed project. The Town shall forward to the Commission copies of any and all permits and approvals issued in relation to this project and issued subsequent to this Decision. C-G4. No development work, as the term "development" is defined in the Act, shall be undertaken until all appeal periods have elapsed or, if such an appeal has been filed, until all judicial proceedings have been completed. C-G5. Any future dredging proposed within this Project's dredging footprint that meets the definition of improvement dredging will require a modification of this Decision. C-G6. The proposed Centerville River Dredging and.Craigville Beach Nourishment—Phase II project shall be constructed as proposed in the DEIR/DRI, dated January 14, 2004, and as modified and specified'in: • . FEIR/DRI, dated July 1, 2004; • Response to Cape Cod Commission Comments on FEIR/DRI, dated September 9, 2004; • Proposed Beach Nourishment Template, as revised on October 19, 2004; and • this Decision, dated November 18, 2004. C-G7. The following Certificates of Compliance shall be obtained by the Town: • Certificate of Compliance#Ia shall be obtained prior to undertaking any dredging • Certificate of Compliance#lb—shall be obtained prior to October 1, 2006 and prior to any improvement dredging. • Certificate of Compliance 91c- shall be obtained prior to any improvement dredging. • Certificate of Compliance#2—shall be obtained upon completion of all dredging and beach nourishment • Certificate of Compliance #3 —shall be obtained one year after the completion of all dredging and beach nourishment • Certificate of Compliance #4 shall be obtained three years.after the completion of all dredging and beach nourishment C-G8. Prior to receiving Certificate of Compliance #1 the Town shall convene a pre-dredging consultation with Commission staff,the Town of Barnstable dredging project manager; and the County dredge operator/manager to review construction details,phasing, and any project conditions of this Decision. Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DR]Decision— December 19,2005 Pnaa. 11 of 1 R C-G9. The Town of Barnstable shall notify Commission staff of the intent to seek Certificate of Compliance 91. at least ten business days prior to dredging. The Town understands that the Commission has no obligation to issue any Certificate of Compliance unless all conditions are complied with or secured consistent with this Decision. Coastal Resources C-CR1. The Town shall conduct a survey of shellfish habitat characteristics in the dredge footprint within one year after the completion of dredging. Areas that supported moderate or high densities of quahogs or soft,shell clams prior to dredging shall be re-seeded with the appropriate species under the direction of the Town's Shellfish Biologist. A report describing the quantity of seed distributed and its location shall be submitted to the Commission following assessment and re-seeding, but no later than six months after re-seeding is completed. The report shall include a narrative describing any observed changes in habitat characteristics since the dredging, and identify areas that are unsuitable for seeding. This condition shall be met prior to the issuance of „ Certificate of Compliance lb (maintenance dredging of reach 2)and Certificate of Compliance#3 (improvement dredging of reaches 3 and 4). C-CR2. The Town shall conduct a relay to remove shellfish from all areas within the improvement dredging footprint that are identified as having a"moderate to high" shellfish density,per figure 2-5,p.9, "Response to Cape Cod Commission Comments on FEIR/DRI," dated September 9, 2004. This includes areas in each of Reaches 3 and 4. Collected shellfish.shall be used to fortify an area of suitable habitat identified by the Town's Shellfish Biologist. This relay shall be accomplished prior to the issuance.of Certificate of Compliance#1 c. The Town shall also undertake a shellfish recovery program at Long Beach according to the protocol set forth on page 18 of the"Response to Cape Cod Commission Comments on FEIR/DRI," dated September 9,2004. This protocol shall ensue during construction and renourishment operations. C-CR3. The Town shall conduct a post-project bathymetric survey. Any depth gained by incidental dredging beyond the design depth of—6 MLW for Reach 2, and—4 MLW for Reaches 3 and 4 shall not be maintained. For the purposes of Cape Cod Commission review, any additional depth beyond the design depth shall not qualify as maintenance dredging for future projects. The total amount of material to be dredged from the three reaches shall not exceed 31,180 cubic yards in the aggregate, including the allowance for incidental over-dredging. This condition shall be met prior to the issuance of Certificate of Compliance#2. C-CR4. As described in the permit documentation, operation of dredging and discharge apparatus shall be limited to the period from October 15 to February 15 as described on page 18 of the "Response to Cape Cod Commission Comments on FEIR/DRI," dated September 9, 2004. This condition shall be met prior to the issuance of Certificate of Compliance #2. C-CR5. Reaches 3 and 4, the areas proposed for new dredging, shall be posted with"no wake zone"buoys following construction. Buoys may be permanent or may be removed and replaced on a.seasonal basis in accordance with the Harbormaster's annual maintenance of aids to Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pava 14 of 1 R I� navigation. The Town shall post signs indicating average depth to MLW at the upstream terminus of new dredging in Reach 3 and Reach 4 to provide notice to boaters of limited depths that exist beyond the dredged area. The Town shall post a sign with a map depicting the bathymetry of the maintained channel and the upper reaches of the Bumps River and Centerville River area in a prominent location at the public landing site. The map shall indicate that all areas with depths shallower than—2 MLW are recommended for"high tide,access only." This condition shall be met prior to the issuance of Certificate of Compliance#2. C-CR6. Sandy dredged material shall be placed on existing dunes and beach to create a roughly flat 60 foot-wide berm that will be extended further seaward at a 10:1 slope to meet the natural grade of the beach. No beach nourishment or grading of dredged material on the beach shall occur between April 1 and August 31. The Town shall collect a post-project beach profile of the regions nourished on Craigville Beach and Long Beach to ensure that the final beach profiles meet these. specifications. This condition shall be met prior to the issuance of Certificate of Compliance#2. C-CR7. Material placed on Long Beach shall be re-vegetated from a point where the grade of the flat upper berm of the beach meets the 10:1 slope on the seaward side of the dune, and shall continue landward to meet existing beach grass of equal or greater density or the edge of existing woody vegetation, and include any areas where the existing toe of the dune has eroded or"blown out." Minimum density shall be two culms of Cape American beach grass (Ammophila breviligulata)planted every three feet on center to a depth of ten inches. No other vegetation is permitted. No snow fencing shall be placed on the nourished beach between April 1 and August 31. This condition shall be met prior to the issuance of Certificate of Compliance#2. C-CR8. To ensure that the public interest is accommodated.in the use of the material used for beach nourishment on private parcels at Long Beach, copies of easements allowing the public to cross over the nourished areas shall be provided.by the Town along with a parcel map correlating the instrument conveying the right to pass with the location of the property. This condition shall be met prior to the issuance of Certificate of Compliance #1. C-CR9. Vegetative stabilization and seasonal,temporary fencing shall be utilized at Craigville Beach and be designed as follows to provide containment for material subject to wind erosion during the winter months,while having minimal impact on the Town's primary use for the site: (a) Prior to the issuance of Certificate of Compliance#2, Cape American beach grass . (Ammophila breviligulata) shall be planted and maintained on Craigville Beach at the periphery of the recreational beach consistent with the plan entitled, "Proposed Beach Nourishment Template," sheet 3 of 3, as revised on October 19, 2004. The grass shall be planted three-feet on center, and shall be protected from pedestrian traffic by fencing. The specific type of fencing shall be proposed by the Town and shall be found acceptable to the Natural Heritage and Endangered Species Program and approved by Cape Cod Commission staff. Fencing shall be maintained and kept in good repair at all times. The f initial density of three-feet on center shall represent the baseline for density of live plants. (b) Prior to the issuance of Certificate of Compliance#4,the Town shall monitor the site on an annual basis, and install additional culms of beach grass during the planting season Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision—.December 19,2005 Pao,- 15 of 1 R each year to ensure that the minimum density is maintained. No other vegetation is permitted. No snow fencing shall be placed on the dredged material between April 1 and August 31. (c)Because the Town has requested that the use of vegetation be minimized in light of the intensive use of the site, and with due regard for the type and timing of erosion occurring at the site, temporary snow-fencing shall be deployed on a seasonal basis. The fencing shall be installed along the seaward edge of the Craigville Beach Parking lot. The distance from the parking lot shall be determined by the Town on an annual basis based on prevailing site characteristics at that time. The fence shall be installed to run parallel to the high water line by November 20 each year and shall be removed by March 31, but no earlier than March 1, of the following calendar year. The fencing shall be a double row, 3 to 4 feet high, and approximately 8 to 10 feet apart. The Town shall maintain the fencing and any damage sustained during storm events or due to vandalism shall be repaired immediately. C-CR10. Grain size testing and management of discharged material shall be performed on the materials in each basin as described in Section 2.0(D) of the FEIR/DRI.. Only sediment with a fine fraction of less than 15%may be used for beach nourishment. Per the Town's proposal,upon decommissioning of the dewatering basins on Craigville beach,the Town shall excavate material from the bottom of the basin to a depth of 0' NGVD (basin design depth of+1 plus one foot of over-excavation to remove residual fines)prior to filling with compatible nourishment material, in order to ensure that fine material lodged in the basin is removed to the.greatest extent possible. This condition shall be-met prior-to the issuance of Certificate of Compliance#2. C-CR11. Prior to the commencement of dewatering operations on Craigville Beach parking lot, the Town shall ensure that existing drainage basins are protected from flows that may emanate from the stockpiled.material. Catch basins on the site shall be cleaned immediately after beach P Y nourishment activities have been completed. C-CR12. Prior to.receiving Certificate of Compliance #1,the Town shall present a plan for approval by Cape Cod Commission staff showing the location of work and specifying the.dates that the required monitoring and maintenance protocol will be undertaken. Prior to the issuance of Certificate of Compliance #4,the Town shall comply with the following monitoring and maintenance protocol in accordance with MPS 2.2.2.11: The Town shall establish a minimum of two fixed locations on Craigville Beach and shall record elevations with suitable GPS equipment along fixed transects on a path generally perpendicular to mean low water, extending from mean low water to the edge of the parking lot. One site shall be equidistant from the west property boundary and the centerline of the property; the second shall be equidistant from the east boundary of the property and the centerline of the property.. Profiles shall be generated to provide an estimation of changes in beach profile and the location of mean high water, across the beach and in areas where seasonal erosion control measures are deployed. The Town shall establish three.locations to record transects on Long Beach,two within the area that has received nourishment and one in an area downdrift.of the area to be nourished during Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pao,. 1A of 1 R Phases I and II of the Centerville River dredging project. Transects shall be collected on at least an annual basis for a minimum of three consecutive years. C-CR13. Prior to the issuance of Certificate of Compliance#4,the Town shall use GPS equipment to locate the mean high water line in relation to existing aerial photographs at. nourishment sites. There.shall be no requirement to supplement nourishment or to maintain post- project beach profiles. Maintenance pursuant to MPS 2.2.2.11 shall be accomplished by meeting the requirements of C-CR9. Water Resources C-WR1. No morq than 17,620 cubic yards of Phase II dredge material shall be disposed of at ReSource Recovery of Cape Cod, Sandwich, Massachusetts. Documentation of the final disposal amount shall be provided to the Commission prior to the issuance of Certificate of Compliance 42. Natural Resources C-NRI. To prevent disturbance or direct mortality to Piping plover, Common or Least tern adults, eggs, or chicks, signs shall be clearly posted prohibiting dogs on the town-owned beaches within the project area between April 1 and September 15 of each year. C-NR2. To ensure no adverse impacts to rare species as required by MPS 2.4.1.4,the Town of Barnstable,through its Conservation Commission, and in conjunction with a competent third party as appropriate, shall monitor the pr"oject'beach'nourisliment`sites'for abundance;'distiibution, and,, reproductive success of Piping plovers and Least and Common terns. Symbolic twine fencing and warning signs shall be erected around nests when found to deter human or other disturbance to the nests. C-NR3. Construction of the dredge slurry piping over the salt marsh located at the head of Centerville Cove shall be mitigated through the following measures: a. Crane mats shall be used in conjunction with a rubber-tired front-end loader to.place pipe sections directly on the marsh ground surface. Connection of pipe sections shall be performed by hand to minimize impacts to the marsh. b. Consistent with other timing constraints for this project, construction activities in the marsh shall occur only between October 15 and March 31 in order to take advantage of the season when marsh vegetation is dormant. c. Areas of the saltmarsh disturbed by construction or as a result of the pipes laying on the marsh surface shall be revegetated. C-NR4. To ensure no adverse impacts to rare species as required by MPS 2.4.1.4, disposal of dredge spoils from Reaches 3 and 4 onto Long Beach shall be limited to the time between October 15 and March 31, and best management practices shall be used to minimize impacts to beach resources, as necessary. Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,2005 Pnoa 17 of 1 R The Cape Cod Commission hereby approves with conditions the application of the Town of Barnstable as a Development of Regional Impact pursuant to Sections 12 and 13 of the Act, c. 716 of the Acts of 1989, as amended for the proposed Centerville River Dredging and Craigville Beach Nourishment-Phase II project located in Centerville, Massachusetts. c� f��� Frank Hogan, Chair of Regul .ory Committee l5ate Commonwealth of Massachusetts County of Barnstable 2006 On this-29th day of 5rmenibe , before me, the undersigned notary public, personally appeared K a ,proved to me through satisfactory evidence of identification,which were_ , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that(he)(she)signed it voluntarily for its stated purpose. Notary Public Commonwealth of Massachusetts My Commission Expires: Centerville River Dredging&Craigville Beach Nourishment JR04002 MODIFIED DRI Decision— December 19,,2005 Pans 1 R nf.1 R ---- -- - - --� �� � �LG��i � _2G C',�G� OF BAR 9 CAPE COD COMMISSION M ..3225 MAIN STREET P.O. BOX 226 rt �C BARNSTABLE,MA 02630. . �ssACHUS�S (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk, Building Inspector, Conservation Commission, Planning Board, Board of Appeals, Board of Health, DRI Liaison and Chief of Police: FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Centerville River Dredging and Craigville Beach Nourishment Phase II Development of Regional Impact Decision DATE: November 24, 2004 Enclosed please find a copy of the Centerville River Dredging and Craigville Beach Nourishment Phase II Decision that was decided by the Cape Cod Commission on. November 18, 2004. Also,please note that although local boards may attach conditions that are more restrictive than the Commission's approval; a local approval may not be less restrictive. It is suggested that local boards reference the Commission's. decision and, where applicable, attach conditions in their own approvals. Should you have any questions, please do not hesitate to contact our office. I ea . Of BAR,I,�� CAPE COD COMMISSION Z) „b 7� J r .3225 MAIN STREET - - P.O. BOX 226 BARNSTABLE,MA 02630 "9ssACHljca (508)362-3828 FAX(508)362-3136 E-mail:frontdesk0capecodcommission.org DATE: November 18, 2004 TO: Town of Barnstable 367 Main Street Hyannis, MA 02601 FROM: Cape Cod Commission RE: Development of Regional Impact Cape Cod Commission Act, Sections 12 and 13. APPLICANT: John Jacobson,Engineering Department,for the Town of Barnstable Leslie Fields, Woods Hole Group, Inc. for the Town of Barnstable PROJECT#: JR04002 PROJECT: Centerville River Dredging and Craigville Beach Nourishment—Phase II MAP/PARCEL: 206/013 Town of Barnstable 185/036 Town of Barnstable (C69428) DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission(Commission)hereby approves with conditions the application of the Town of Barnstable (Applicant)as a Development.of Regional Impact(DRI)pursuant to Sections 12 and 13 of the Cape Cod Commission Act(Act), c. 716 of the Acts of 1989, as amended, for the proposed Centerville River Dredging and Craigville Beach Nourishment—Phase II (the Project). The decision is rendered pursuant to.a vote of the Commission on November 18, 2004. Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2.004 Page 1 of 18 t� PROJECT DESCRIPTION Project Description The Town of Barnstable (the Town) has developed a two-phased project to conduct maintenance and improvement dredging in the Centerville River/East Bay estuary system for the purpose of improving navigability within the waterway. Phase I work included maintenance dredging of channel areas (Reaches 1 and 5)to the west of the Bumps River intersection with the Centerville River; Phase II includes channel areas (Reaches 2, 3, and 4)to the east of that intersection. The planning, engineering, and permitting process for Phase I was completed in October 2002. Phase I work did not require review by the Cape Cod Commission as a DRI. Reach 1 dredging occurred between December 2003 and January 2004. Due to construction delays, Reach 5 has not been dredged to date. Phase II,project work constitutes this DRI. The proposed Phase II project includes maintenance and improvement dredging of up to 31,180 cubic yards of sediment from the Centerville River for the purpose of improving navigability within the waterway. As proposed Phase II divides the Centerville River dredging into three reaches and characterizes the proposal for each reach as follows: Reach 2 • maintenance dredging of a maximum of 23,490 cubic yards • area includes the Centerville.River east from the Bumps River intersection to the end of Centerville Cove • sediments characterized by a silt/sand mixture proposed for dewatering within basins constructed on Craigville Beach(covering nearly 4 acres of coastal beach) • sediments proposed for beach nourishment on Craigville Beach or for reuse at Resource Recovery of Cape Cod in Sandwich contains areas with "no shellfish," "low density", and"moderate to high density" of shellfish (quahogs).'- The Town proposes to conduct a relay prior to dredging to harvest quahogs from the areas of"moderate to high density"that lie within the dredge footprint and to relocate them to other suitable habitat. Reach 3 • improvement dredging of a maximum of 1,320 cubic yards • area includes a 400-foot long spur from the Centerville River channel north to the Bumps River bridge • sediments characterized by primarily clean,well-sorted sands ' The Town has determined that all areas proposed for dredging pursuant to this project contain some density of shellfish. In their application, the Town has grouped shellfish densities into three ranges of abundance, in a manner that allows for the mapping of shellfish located in the waterway. The three ranges are "no shellfish," "low density," or"moderate to high density" (see figure 2-5, . p.9, "Response to Cape Cod Commission Comments on FEIR/DRI," dated September 9, 2004). Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 2 of 18 • sediments proposed for reuse as beach nourishment on the undeveloped eastern end of the Long Beach barrier(including town-owned Conservation Commission property and private Property) • contains areas with "low density" and"moderate to high density" of shellfish (quahogs). The Town proposes to conduct a relay prior to dredging to harvest quahogs from the areas of "moderate to high density" that lie within the'dredge footprint and to relocate them to other suitable habitat. Reach 4 • improvement-dredging of a maximum of 6,370 cubic y4rds • area includes a 1,500-foot long spur from the Centerville River channel to the north fork of the river to the Craigville Beach Road bridge • sediments characterized by primarily clean, well-sorted sands • sediments proposed for reuse as beach nourishment on the undeveloped eastern end of the Long Beach barrier(including town-owned Conservation Commission property and private property) • contains areas with "no shellfish," "low density," and"moderate to high density" of shellfish (soft-shell clams). The Town did not propose to perform a relay prior to dredging to relocate these soft-shell clams because they are more easily damaged than quahogs. Condition C-CR2 of this Decision requires.harvesting prior to dredging within the dredging footprint of any shellfish in the "moderate to high density" area and to relocate them to other suitable habitat. PROCEDURAL HISTORY An expanded Environmental Notification Form (ENF) was originally noticed under the Massachusetts Environmental Policy Act (MEPA) on November 22, 2000. Phase.I and Phase II of the Town's proposed project were each subject to MEPA. The Town filed for and received a Phase I waiver from MEPA. Phase II of the proposed project was subject to mandatory Environmental Impact Report (EIR)provisions of the MEPA Regulations since it involves the alteration of more than 10 acres of land underwater and will require both a Chapter 91 License and 401 Water Quality Certification from the Department of Environmental Protection. Pursuant to.a Memorandum of.Understanding between the Cape Cod Commission and the Executive Office of Environmental Affairs, the Town elected to participate in a joint Cape Cod Commission/MEPA review process for Phase II designed to address the concerns of both agencies and to expedite project review. The Town filed a Joint Draft Environmental Impact Report (EIR)/Development of Regional Impact(DRI) on January 14, 2004, and a Joint Final EIR/DRI on a July 1, 2004. While under MEPA review an authorized subcommittee of the Commission held duly noticed public he on February 17' 2004, and August 2, 2004. The Secretary of Environmental Affairs issued a Final Certificate on the Joint.FEIR%DRI on August 16, 2004. A'duly noticed public hearing was conducted by the Commission pursuant to Section 5 of the Act by an authorized subcommittee of the Commission on September 27, 2004, at the Barnstable Senior Center, Hyannis,MA, on which date the public hearing was closed. Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 3 of 18 The Subcommittee held public meetings to deliberate on this project on October 8, 2004, November 1, 2004, and November 4, 2004. At the November 4, 2004 Subcommittee meeting the Subcommittee took the following votes: • Vote to recommend approval of the proposed maintenance dredging of Reach 2. Approved unanimously by a vote of 5 to 0. • Vote to recommend approval of the proposed improvement dredging of Reach 3. Approved unanimously by a vote of 5 to 0. Vote to recommend approval of the proposed improvement dredging of Reach 4. Approved by a vote of 3 to 2. A final public hearing was held before the full Commission on November 18, 2004. At this hearing,the Commission voted to approve the project as a DRI, subject to conditions. The Commission voted as follows: unanimous vote to approve the maintenance dredging of Reach 2; unanimous vote to approve the improvement dredging of Reach 3; 11 in favor and three opposed to approve the improvement dredging of Reach 4. In addition to the list of materials submitted for the record, provided below in Table 1, the application and notices of public hearings relative thereto, the Commission staff's notes and correspondence, the minutes of meetings and hearings, and all other written submissions received in the course of the proceedings are hereby incorporated into the record by reference. Table 1: Materials Sub mitted for the Record Date Submitted From the A licant. Joint Draft Environmental Impact Report/Development of Regional Impact 14-Jan-04 DEIR/DRI DRI Application;requesting joint review with MEPA 2-Feb-04 Final Environmental Impact Report/Development of Regional Impact 1-Jul-04 FEIR/DRI Response to Cape Cod Commission Comments on FEIR/DRI 9-Sep-04 Letter from Woods Hole Group providing supplemental information in 4-Oct-04 response to September 22,.2004 Staff Report Letter from Woods Hole Group providing supplemental information in 21-Oct-04 response to staff concerns over stabilization of beach nourishment Comments on Draft Findings and Conditions 1-Nov-04 Letter from Barnstable Planning Director re:project consistency 18-Nov-04 Correspondence received during MEPA EIR process . Certificate of the Secretary,on the DEIR I-Mar-04 Certificate of the Secretary on.the FEIR 16-Aug-04 Letter of support for project from Barnstable Recreation Division 2/11/2004 Letter of support for project from Barnstable Marine and Environmental 12-Feb-04 Affairs Division Letter of support for project from 65 Short Beach Road,Centerville, 23-Feb-04 resident Letter of support for project from Long Beach(Homeowners)Association 21-Feb-04 Comment on DEIR from Barnstable Conservation Division, 27-Feb-04 Comment letter on DEIR from Massachusetts Coastal Zone Management 5-Mar-04 Office Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 4 of 18 Comment letter on FEIR from Massachusetts Coastal Zone Management 12-Aug-04 Office Comment letter on FEIR from Massachusetts Division of Marine Fisheries 9-Aug-04 Comment letter on FEIR from Massachusetts Board of Underwater 17-Sep-04 Archaeological Resources From the Commission Staff Report on the DEIR/DRI 13-Feb-04 Comment Letter to MEPA on DEIR/DRI from DRI Subcommittee . 23-Feb-04 Staff Report on the FEIR/DRI 23-Jul-04 Note from Staff to Woods Hole Group re Reach 3 and DEIR issues 3-Aug-04 Comment Letter to MEPA on FEMJDRI from DRI Subcommittee 5-Aug-04 Staff Report on DRI for September 27,2004 Public Hearing 22-Sep-04 Memo to Subcommittee,Woods Hole Group,and Town re water and' 4-.Oct-04 coastal resource issues for October 8 Subcommittee meeting Memo of Draft Findings and Conditions for Subcommittee and Town 28-Oct-04 Memo of revised Draft Findings and Conditions for Subcomimttee and 3-Nov-04 Town From the Public Petition for support of Reach 3 dredging from 83 Barnstable residents 27-Sep-04 Photos hand delivered at FEIR Public Hearing 2-Aug-04 Letter of support from 98 Long Beach Road,Centerville,.resident 7-Oct-04 TESTIMONY While under MEPA review an authorized subcommittee of the Commission held-two public hearings on February 17, 2004, and August 2, 2004, to receive public comment on the Joint DEIR/DRI and Joint FEIR/DRI, respectively. The following oral'public testimony was received on February 17, 2004: . Roy Richardson, Precinct 4 Town councilman, and Janet Joakim, Town councilwoman, both spoke in support of the proposed project siting shellfish resource issues and the"social health" of the river that they believe would be improved by the dredging. Dan McCarthy, Barnstable Assistant Harbormaster, spoke in support of the project and wants to see dredging accomplished. Tony Balsamo spoke in support citing reasons of siltation in Reaches 3 and 4 and public safety concerns. Jim Lane spoke in support citing reasons of water quality issues and the active Herring Run. Jack Driscoll spoke in support and stated that nourishment has been done in the past and should be done again. Neil Andres spoke in support citing concerns about heavy boat traffic and belief that this dredging will alleviate the problem by widening the channels. Jim Pineau spoke in support citing reasons of his belief that recent water quality improvement in the River are due to success of Title 5 regulations but believes this dredging will help improve the River's water quality. Mr. Pineau also cited safety concerns regarding crowded channels that are dangerous to kayakers. Jim Pideaula,Michael James, and Wayne McGann each spoke in support of the project generally. 1 - Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 5 of 18 The following oral public testimony was received on August 2, 2004: Brian Walls spoke in favor of the.project citing reasons of observed decreases in wildlife over the years and self observed revitalization after the Phase I dredging. John Gutrow spoke in support. citing reasons of extensive work done to date to develop the proposal and his belief that nourishment on Long Beach would migrate to Craigville Beach. Bob Jones, a former council member from the Town of Barnstable, stated his support for the project citing reasons of safety of navigation and benefits from beach nourishment. Barbara Birdsee spoke in support citing reasons of public safety related to a dangerous sandbar in the middle of the river that boats get stuck on. John Pendergast Jr. spoke in support. Frederick Rust stated his support citing reasons of the need for navigational improvements for larger boats and the benefits that would come with beach nourishment. George Faherty had questions and comments regarding the need to know the impact on the beach from increased nitrogen;how the dredging would affect shellfish; the fact that dredging in the 1950s killed much of the shellfish in the river;how the dredge slurry pipe would affect traffic and beach users; and the need for sand fencing.. A duly noticed public hearing was conducted pursuant to Section 5 of the Act by an authorized DRI subcommittee of the Commission on September 27,.2004, at the.Barnstable Senior Center, Hyannis,MA. . The following oral public testimony was received on September 27, 2004: Roy Richardson,Barnstable Town councilman, spoke in favor of the project stating,his belief that the project will be good for the town and may help address the Phragmites problem in the area. Mr. Richardson later stated that people come from far and wide to boat on this river and that is one of the most popular recreation destinations in h P P the town. Dan Horn, Barnstable Harbormaster spoke in favor of the project citing reasons of public safety and the public benefit that would result because presently emergency access is restricted from Reaches 3 &4. Daniel McCarthy, Assistant Harbormasters spoke in support of the p pp project citing a situation when the Coast Guard grounded in the river and stating his belief that it will improve flushing in the system. Mr. McCarthy later stated that many people come to enjoy the river from all over Barnstable. Richard Hardy spoke in favor of the maintenance dredging of Reach 2. Frederick Rust presented a petition of 80 signatures in g favor of dredging Reach 3 citing reasons of g g g improving recreation and water quality, relievin g the high rate of boating accidents tha t he observes, and enabling waterfront property owners to access their docks and piers. Brian Wallace stated that the water is getting more polluted and he observes a reduction in shellfish quantity and an increase in the size of boats on the river as well as mor e kayaks: Dominick Gautrau spoke in support of the project citing reasons of the eventual movement of the sand used for beach nourishment that will be a benefit of the project since the beach is subject to erosion. He also stated later that further dredging beyond g g Y what is proposed here is not likely because it has taken the Town years to get to this point on the present proposal. Tony B,alsamo spoke in favor of the dredging citing the need to improve navigation, noting that kayakers often ground and are in need of rescue, and his belief that dredging will help fish. Nelson Orr spoke in favor of the dredging stating his belief that better flushing would occur. James Padula and Michael Sullivan spoke in favor of the project,with Sullivan believing that the project will benefit the environment. George Raymond spoke in favor of the project citing reasons of the need to eliminate a bad odor from the river. Jack O'Malley spoke in favor of the project citing reasons of pollution and public safety concerns. Neil Andres spoke in support of the project, urging quick approval because of the short dredging window. Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision November 18,2004 Page 6 of 18 1 David Drake stated that if the Barnstable Conservation Commission'ultimately approves this project then it must be acceptable, and urged quick approval. Jack Driscoll stated his belief that the dredging would improve fishing in the river. JURISDICTION The proposed Centerville River Dredging and Craigville Beach Nourishment—Phase H project was referred to the Commission by the Town on February 2, 2004, because the project required the filing of an EIR under Sections 61-62h of Chapter 30 of the general laws. The referral is required by Section 12(i) of the Act and by Commission regulations. FINDINGS The Commission has considered the application of the Town of Barnstable (the Town)for the proposed Centerville River Dredging and Craigville Beach Nourishment—Phase II, and based on consideration of such application and upon the.information presented at the public hearing(s) and submitted for the record, makes the following findings pursuant to Sections 12 and 13 of the Act: General F-G1. According to,a letter from the Barnstable Planning Director,the Project is consistent with the Local Comprehensive Plan and complies with local zoning. . Transportation F-T1. According to the FEIR/DRI,the Town of Barnstable has proposed and will utilize the most direct and least disruptive trucking route between the Craigville Beach parking lot and the'upland disposal site at ReSource Recovery of Cape Cod in Sandwich,MA. Also, trucking operations are scheduled to avoid peak hours during the off-season and will be done during an appropriate window between October 15 and April 15. These measures will ensure compliance with MPS F-T2: Due to the temporary nature of any transportation impacts and the acceptable route and time window for proposed trucking on regional roadways,there are no other transportation Minimum Performance Standards at issue for this project.. n Coastal Resources 9 F-CR1. Public testimony and testimony by Barnstable town officials has indicated that there is a history of vessels attempting to transit shallow and narrow portions of the river and running aground, creating a public safety hazard. No management controls such as draft restrictions, speed limits, or posted"no wake zones" currently exist in the area. The Town'has demonstrated that the proposed new dredging of Reaches 3 and 4 is necessary pursuant to MPS 2.2.3.6 because the i . Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 7 of 18 L project will improve navigation p � b alleviating safe hazard PY s to vessels navigating in certain g t3' g g shallow and narrow water ways. F-CR2. The Town has demonstrate d that there are no feasible alternatives to the proposed new dredging at Reaches 3 and 4 (pursuant to MPS 2.2.3.6)that will alleviate hazards to vessels navigating in shallow and narrow waterways, as described in F-CR1. F-CR3. . The proposed new dredging of Reaches 3 and 4 provides a substantial public benefit pursuant to MPS 2.2.3.6 because the project will: improve navigation b alleviating some safety p g y fe . g �' issues arisingfro m public use of certain shallow and narrow waterway s;s fortify coastal beaches Y � fY and critical habitat; and,provide a sediment source,for the littoral system. F-CR4. According to MPS 2.2.3.8, development and redevelopment shall be designed to minimize d acts irect and secondary impacts to fish shellfish and crustaceans. Both th p e maintenance and the new dredging will have immediate adverse impacts to shellfish habitat through the excavation of sediment currently serving as habitat for"moderate" and"moderate to high" (as defined by the applicant) densities of Quahogs (Mercenaria mercenaria) in Reach 2 and Reach 3, and moderate to high densities of soft shell clams (Mya arenaria) in Reach 4. The dredging will have long-term impacts to shellfish habitat by altering the composition of the material available for"sets" of shellfish spat. In some areas this may.produce a short-term improvement. However, over time fine sediments will accumulate on the bottom of the channel unless maintenance dredging operations return the channel to the design depth. F-CR5. According to MPS 2.2.3.8. development and redevelopment shall be designed to minimize direct and secondary impacts to fish, shellfish, and crustaceans. New and maintenance dredging.will have immediate adverse impacts to shellfish and crustaceans because organisms that are not removed from the dredging footprint are likely to be lost. The Town proposes to minimize direct impacts by relocating existing Quahogs from Reach 3 and from two areas in Reach 2 prior to dredging. The Town also proposes to recover Quahogs from dredged material pumped to Long Beach and to relocate them to suitable areas. The shellfish within the Phase II project area are currently closed to harvest for human consumption. According to the Town's Harbormaster the Bumps River has been closed to shellfishing.since 1986; the Centerville River has been closed to shellfishing since 1994; and the East Bay area of the Centerville River has been closed to shellfishing since 1995. Regardless s of the suitability of the shel lfish for human consumption, the shellfis h in the existing shallow estuarine system are a resource protected under the.RPP. The an p y are important component of the environment that provide forage for other marine and coastal species including fish, crustaceans And birds, and they provide spawning biomass for other areas that may be open to harvest. If the sources of contamination causing the closure (often attributed to runoff and stormwater or wastewater systems) were addressed, these shellfish areas may be opened for shellfishing at some time in the future. F-CR6. According to MPS 2.2.3.8 development and redevelopment shall be designed to minimize direct and secondary impacts to.fish, shellfish and crustaceans. Dredging will alter the i volume and rate of flow of water in the anadromous fish run. Phase I of the project involved Centerville River Dredging&Craigville Beach Nourishment JR04002 . DRI Decision-November 18,2004 Page 8 of 18 dredging in quantities that exceeded the scope of the project described in permitting materials. Dredging beyond the envelope proposed in Phase II could have adverse impacts that were not examined during the permitting process. However, because the physical alteration is likely to have minimal long-term adverse impacts on the river's suitability as anadromous fish habitat,the project can be conditioned to minimize direct and secondary impacts to fish by ensuring thafthe channel does not exceed proposed dimensions and is constructed pursuant to the project design. F-CR7. _According to MPS 2.2.3.8 development and redevelopment shall be designed to minimize direct and secondary impacts to fish, shellfish and crustaceans. Dredging will loft fine sediments and detritus into the water column, which is likely to have a short-term adverse impact on fish, shellfish, and essential fish habitat(EFH). In their response dated March 5, 2004, to the DEIR/DRI the National Marine Fisheries Service recommended that the project be subject to time of year restrictions and be limited to maintenance dredging only. Also,National Marine Fisheries Service required that the Town conduct an expanded EFH assessment because of",potentially significant adverse effects on EFH." The Town conducted the EFH assessment on during August and September 2003 and information gathered was supplemented, or"ground-truthed," with a fisheries survey conducted during September 2003,which found the site to be a productive and diverse estuarine ecosystem. To comply with MPS 2.2.3.8 the Town proposes to minimize short- term adverse impacts by adhering to time of year restrictions for dredging and ensuring that fine sediments are handled properly. F-CR8. According to Other Development Review Policy 2.2.2.14,boat traffic should be minimized in critical habitat areas such as "shallow estuarine areas." Unless additional management tools (as described in C-CR5) are adopted,new dredging will allow for boats of greater draft to transit portions of the river with greater frequency and at a greater velocity than . when the channel was depth-restricted at low tide. Such intensification of use will cause persistent Adverse impacts to wetland resources adjacent to the channel and could perpetuate public safety hazards. In their response dated February 23, 2004,to the DEIR/DRI the Massachusetts Division of Marine Fisheries described these adverse impacts as including "erosion of salt marsh and coastal bank due to boat wakes,increased risk of related fuel and oil spills, and related impacts from dock construction and/or expansion." The implementation of C-CR5 could minimize such adverse impacts. . F-CR9. MPS 2.2.2.12 directs that,wherever feasible,dredged material shall be used on public beaches subject to erosion. The standard also allows for the use of nourishment material on private property. where no feasible public site exists and where storm damage prevention may be enhanced for multiple private properties. Beach nourishment is proposed to occur on both public and private lands at Long Beach. Long Beach is coastal barrier beach and dune system that provides"some protection for the Centerville River navigation channel and private development on the north shore of the river from storm damage: The planting of supplemental vegetation in accordance with MPS 2.2.2.11 will improve the longevity of the nourishment material deposited on Long Beach. F-CR10. MPS 2.2.1.2 states that public access shall be provided at all publicly funded beach nourishment sites where such access will not impair natural resources. A portion of the material i Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 9 of 18 generated by new dredging is proposed for use as beach nourishment on land that is in private ownership, and that proof of public access is required. F-CR11. The Town of Barnstable manages Craigville Beach with summer recreational beach use as the prevailing interest. Information provided by the applicant and public testimony described the intensive use of the site during the summer, as well as describing problems caused by the erosion of beach material onto areas to the north of the beach, including the Craigville Beach . parking lot and Craigville Beach Road. The Town indicated that the past practice has been to collect the material for reuse or disposal offsite, depriving the littoral,system of the material. MPS 2.2.2.11 requires the use of vegetative stabilization to enhance the longevity of nourishment placed on the shore during beach nourishment operations. The pre-existing use of the site should be considered when determining the type, density, and distribution of vegetation used to satisfy this. standard. F-CR12. Goal 2.2.3 stresses the need to maintain and improve coastal water quality,particularly when it provides shellfish and finfish habitat. The Project entails the stockpiling of material on the surface of the existing Craigville Beach Parking lot for further dewatering and storage. Proper management of stockpiled material is essential to ensure that it is not conveyed to coastal waters by the existing stormwater system. The proposed nourishment of Craigville Beach also involves the excavation of dewatering basins on the beach and the management of hydraulic.flow to separate suitable nourishment material from fines, which are unsuitable for placement on the beach. Proper management of dewatering structures and operations is essential to ensure that fine sediments are not conveyed to coastal waters during dredging operations. F-CR13. MPS 2.2.2.11 states that monitoring.and maintenance plans shall be required of all nourishment projects. The provisions of a suitable monitoring and maintenance plan are outlined in C-CR12. F-CR14. Reach 2 of the Centerville River is proposed for hydraulic cutter head dredging of approximately 16,280 cubic yards of material,to attain a final depth of-6 MLW. As proposed,the work is (by definition)maintenance dredging. The project will restore the channel to its previously.permitted configuration and thus restore navigation that has been affected by shoaling. Provided that dredging of Reach 2 is carried out within the proposed footprint, it is not anticipated to have significant long-term adverse impacts to coastal resources if conditions C-CR4, C-CR6, and C-CR9 through C-CR13 (related to time of year restrictions and dewatering and.nourishment activities at Craigville Beach)are met: Water Resources F-WRL Commission analysis of nitrogen loading and tidal flushing in the Centerville River/East Bay embayment system identified the system as nitrogen overloaded (Eichner, et at, 2002) Projects within embayment watersheds where the embayment has water quality problems or the watershed nitrogen load exceeds.a loading standard are required to have no net nitrogen loading i (MPS 2.1.1.2.C.2). Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 10 of 18 F-WR2. Dredging within an embayment system increases its internal volume, which causes nutrients to remain longer in the embayment and worsens water quality conditions. Conversely, the removal of the sediments may improve water quality by removing the portion of the sediment nitrogen that is labile and would otherwise contribute to internal nitrogen loads within the embayment. Refined data collection and modeling of these competing impacts is usually required to definitively determine whether dredging provides a net water quality benefit. The Town has not undertaken such work for the Centerville River system and therefore water quality effects associated with this proposed project are unknown. F-WR3. Based on the nutrient data from sediments in areas proposed to be dredged (Table 5-1 in the DEIR/DRI);a simple calculation results in an estimate of between 387 and 1,055 kilograms (kg) of nitrogen in the sediments to be dredged. A portion of this nitrogen would discharge into Craigville Beach and into Centerville_Harbor during the dewatering process,while the remaining sediment portion will be trucked off-site to ReSource Recovery of Cape Cod,which is located within the Sandwich Harbor watershed. Using a series of reasonable assumptions,the Town's consultants estimated that 974 kg will be discharged into Centerville Harbor during the dewatering process on Craigville Beach and 291 kg will be taken into the Sandwich Harbor watershed in 17,620 cubic yards of dredged material. F-WR4. Using a previously completed flushing study of Sandwich Harbor(Woods Hole Group; 2001) and the critical loading limits in the Commission's Nitrogen Loading Technical.Bulletin (Eichner and Cambareri, 1992), Commission staff determined that the critical nitrogen loading limit for Sandwich Harbor is 15 kg of nitrogen per acre of watershed. MPS 2.1.1.2.C.1 requires that all projects have nitrogen loads less than the identified critical nitrogen load for the impacted embayment. Disposal of 291 kg of nitrogen on the 31 acre ReSource Recovery site results in a load of 9.4 kg/ac,which is less than the identified critical nitrogen load for Sandwich Harbor'and, thus,meets MPS 2.1.1.2.C.1. F-WR5. Although a larger mass of nitrogen is being discharged into Centerville Harbor than to Sandwich Harbor, Centerville Harbor is not an embayment and is very well flushed by Nantucket Sound. The nitrogen discharge from the sediments and their dewatering is unlikely to have any long-term impact on water quality in Centerville Harbor, especially given the proposed fall/winter- dredging schedule.. . F-WR6. Based on the information in the FEIR/DRI, the dredging in the entire system(both East Bay and Phase II) will increase the overall volume by 5.1%. This increase includes the excessive dredging of East Bay during Phase I of the project; the volume of East Bay was increased by 5.6% compared to the 2% increase proposed in the Phase I.plans. In Phase II area,the proposed dredging will increase the volume by 4.7%: F-WR7. It is unclear how much these volume changes will impact water quality without further refined tidal flushing and water quality analyses. Holding tidal flushing constant, these volumes change the critical loads (or nitrogen limits) for the system and subembayments by less than a tenth of a percent(<0.1%). The 387 and 1,055 kg of sediment nitrogen estimated to be removed from the system is between 0.4 and 1.2%, respectively, of the upper Centerville River annual Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 11 of 18 nitrogen load. Since these percentages are so small, a definitive water quality benefit or detriment cannot be assigned to the overall dredging project. F-WR8. More refined collection of, at the very least, tidal data water nitrogen concentrations and sediment regeneration, as well as incorporation of this information into a detailed estuary model, would be needed to definitively assess the water quality benefits and detriments of the overall project. This type of data is collected and modeled through the Massachusetts Estuaries Project. Natural Resources/Open Space F-NRI. The upland portions of the Project are located in rare species habitat as mapped by the Natural Heritage Atlas,third edition. According to the Natural Heritage and Endangered Species Progam (NHESP), the project as designed and conditioned in C-CR6 is anticipated to result in beneficial impacts to actual habitat of state listed shorebirds, including Piping plovers, Least terns, and Common terns. In order to ensure compliance with MPS 2.4.1.4 (no adverse impacts to rare species or their habitat), monitoring and management is necessary to ensure that shorebirds and their nest sites are not disturbed by people or dogs. In addition, as conditioned in C-CR7 and C- CR9, snow fencing should only be permitted seasonally between October 15 and March 31. F-NR2. Piping of the dredge slurry will result in minor temporary impacts to salt marsh located at the head of Centerville Cove where tubing will be laid directly on the marsh vegetation: The Town evaluated several dredge spoil disposal alternatives in the.DEIR/DRI, settling on the present proposal as having the fewest environmental impacts. The Town plans to minimize the impacts to the marsh during construction of the tubing through the.use of a rubber-tired front-end loader operating on crane mats. All disturbed areas will be revegetated. Timing of the Project during the fall and winter months will also contribute to minimizing impacts to the salt marsh. MPS 2.3.1.1 allows for wetland alteration for water dependent projects where no feasible alternative exists and the proposed alteration is the minimum necessary. Conclusion Based on the findings above,the Cape Cod Commission hereby concludes: • The benefits of the Project outweigh the detriments as supported by findings.F-CR 1, F-CR2, and F-CR3. • The Project complies with the Minimum Performance Standards of the Regional Policy Plan. • The Project is consistent with local zoning and with the Barnstable Local Comprehensive Plan. The Commission hereby approves with conditions the application of the Town of Barnstable for the proposed Centerville River Dredging and Craigville Beach Nourishment—Phase II as a Development of Regional Impact,provided the following conditions are met: Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 12 of 18 CONDITI ONS General C-GL This DRI decision is valid for 7 years`arid local development permits may be issued pursuant hereto for a period of 7 years from the date of the written Decision. C-G2. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Decision upon notice to the applicant and an opportunity to be heard. GG3. The Town of Barnstable shall obtain all necessary federal, state, and local permits for the proposed project. The Town shall forward to the Commission copies of any and all permits and approvals issued in relation to this project and issued subsequent to this Decision. C-G4. No development work, as the term "development" is defined in the Act, shall be undertaken until all appeal periods have elapsed or, if such an appeal has been filed, until all judicial proceedings have been completed. C-G5. Any future dredging proposed within this Project's dredging footprint that meets the ` definition of improvement dredging will require a modification of this.Decision. C-G6. The proposed Centerville River Dredging and Craigville Beach Nourishment=Phase'III project shall be constructed as proposed in the DEIR/DRI, dated January 14, 2004, and as, modified and specified in: • FEIR/DRI, dated July 1, 2004; r r • Response to Cape Cod Commission Comments on FEIR/DRI,dated September 9, 2004; • Proposed Beach Nourishment Template, as revised on October'19, 2004; and • this Decision, dated November 18,2004. ' C-G7. The following Certificates of Compliance'shall be obtained.by the Town: a • Certificate of Compliance#1 —shall be obtained prior to undertaking any dredging • Certificate of Compliance#2—shall be obtained upon completion of all dredging and beach nourishment ' • Certificate of Compliance#3 —,shall be obtained one year after.the completion of all dredging and beach nourishment • Certificate of Compliance#4 shall be obtained three years after the completion,of all dredging and beach nourishment C-G8. Prior to receiving Certificate of Compliance#I the Town shall convene a pre-dredging consultation with Commission staff,.the Town of Barnstable dredging project manager, and the County dredge operator/manager to review construction details,phasing,,and any project conditions of this Decision. i GG9. The Town of Barnstable shall notify Commission staff of the intent to seek Certificate ofs Compliance#1 at least ten business days prior to dredging. The Town understands that the Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 13 of 18 Commission has no obligation to issue any Certificate of Compliance unless all conditions are complied with or secured consistent with this Decision. Coastal Resources C-CR1. The Town shall conduct a survey of shellfish habitat characteristics in the dredge footprint within one year after the completion of dredging. Areas that supported moderate or high densities of quahogs or soft shell clams prior to dredging shall be re-seeded with the appropriate species under the direction of the Town's Shellfish Biologist. A report describing the quantity of seed distributed and its location shall be submitted to the Commission following assessment and re-seeding, but no later than six months after re-seeding is completed. The report shall include a narrative describing any observed changes in habitat characteristics since the dredging, and identify.areas that are unsuitable for seeding. This condition shall be.met prior to the issuance of Certificate of Compliance#3. C-CR2. The Town shall conduct a relay to remove shellfish from all areas within the dredging footprint that are,identified as having a"moderate to high" shellfish density,per figure 2-5,p.9, "Response to Cape Cod Commission Comments on FEIR/DRI," dated September 9, 2004. This includes areas in each of Reaches 2, 3, and 4. Collected shellfish shall be used to fortify an area of suitable habitat identified by the Town's Shellfish Biologist. This relay shall be accomplished prior to the issuance of Certificate of Compliance#1. The Town shall also undertake a shellfish recovery program at Long.Beach according to the protocol set forth on page 18 of the"Response to Cape Cod Commission Comments on FEIR/DRI,"dated September 9, 2004. This protocol shall ensue,during construction and renourishment operations. C-CR3. The Town shall conduct a post-project.bathymetric survey. Any depth gained by incidental dredging beyond the design depth of L6 MLW for Reach 2, and-4 MLW for Reaches 3 and 4 shall not be maintained. For the purposes of Cape Cod Commission review, any additional depth beyond the design depth shall not qualify as maintenance dredging for future projects. The total amount of material to be dredged from the three reaches shall not exceed 31,180 cubic yards in the aggregate, including the allowance for incidental over-dredging. This condition shall be met prior to the...issuance of Certificate of Compliance#2. C-CR4. As described in the permit documentation, operation of dredging and discharge apparatus shall be limited to the period from October 15 to February 15 as described on page 18 of the "Response to Cape Cod Commission Comments on FEIR/DRI," dated September 9, 2004. This condition shall be met prior to the issuance"of Certificate of Compliance#2. C-CRS. Reaches 3 and 4,the areas proposed for new dredging, shall be posted with"no wake zone"buoys following construction. Buoys may be permanent or may be removed and replaced on a seasonal basis in accordance with the Harbormaster's annual maintenance of aids to navigation. The Town shall post signs indicating average depth to MLW at the upstream terminus of new dredging in Reach 3 and Reach 4 to provide notice to boaters of limited depths that exist beyond the dredged area. The Town shall post a sign with a map depicting the bathymetry of the l Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 14 of 18 . maintained channel and the upper reaches of the Bumps River and Centerville River area in a prominent location at the public landing site. The map shall indicate that all areas with depths shallower.than—2 MLW are recommended for"high tide access only." This condition shall be met prior to the issuance of Certificate of Compliance.#2.. C-CR6. Sandy dredged material shall be placed on existing dunes and beach to create a'-,toughly flat 60 foot-wide berm that will be extended further seaward at a 10:1 slope to meet the natural grade of the beach. No beach nourishment or grading of.dredged material on the beach shall occur between April 1 and August 31. The Town shall collect a post-project beach profile of the regions nourished on Craigville Beach and Long Beach to ensure that the final beach profiles meet these specifications. This condition shall be met prior to the issuance of Certificate of Compliance#2. C-CR7. Material placed on Long Beach shall be re-vegetated from a point where the grade of the flat.upper.berm of the beach meets the 10:1 slope on the seaward side of the dune, and shall continue.landward to meet existing beach grass of equal or greater density or the edge of existing woody vegetation, and include any areas where the existing toe of the dune has eroded or"blown out." Minimum density shall be two culms of Cape American beach grass (Ammophila breviligulata)planted every three feet on center to a depth of ten inches. No other vegetation is permitted. No snow fencing shall be placed on the nourished beach between April 1 and August 31. This condition shall be met prior to the issuance of Certificate of Compliance #2. C-CR8. To ensure that the public interest is accommodated in the use of the material used for beach nourishment on private parcels at Long Beach, copies of easements allowing the public to. cross over the nourished areas shall be provided by the Town along with a parcel map correlating the instrument conveying the right to pass with the location of the property. This condition shall be met prior to the issuance of Certificate of Compliance#1. C-CR9. Vegetative stabilization and seasonal, temporary fencing shall be utilized at Craigville Beach and be designed as follows to provide containment for material subject to wind erosion during the winter months, while having minimal impact on the Town's primary use for the site: (a) Prior to the issuance of Certificate of Compliance#2, Cape Americanbeach grass (Ammophila breviligulata) shall be planted and maintained on Craigville Beach at the periphery of the recreational beach consistent with the plan entitled, "Proposed Beach Nourishment Template," sheet of 3, as revised on October 19, 2004. The grass shall be planted three-feet on center, and shall be protected from pedestrian traffic by fencing. The specific type of fencing shall be proposed by the Town and shall be found acceptable to the Natural Heritage and Endangered Species Program and approved by Cape Cod Commission staff. Fencing shall be maintained and kept in good repair at all times. The initial density of three-feet on center shall represent the baseline for density of live plants. _ (b) Prior to the issuance of Certificate of Compliance#4,the Town shall monitor the site on an annual basis, and install additional.culms of beach grass during the'planting season each year to ensure that the minimum density is maintained. No other vegetation is permitted. No snow fencing shall be placed on the dredged material between April 1 and August 3 L. Centerville River Dredging8c Craigville g ille Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 15 of 18 c Because the Town has s requested that the use of vegetation be minimized in light of the intensive use of the site, and with due regard for the type and timing of erosion occurring at the site, temporary snow-fencing shall be deployed on a seasonal basis. The fencing shall be installed along the seaward edge of the Craigville Beach Parking lot. The distance from the parking lot shall be determined by the Town on an annual basis based on prevailing site characteristics at that time. The fence shall be installed to run parallel to the high water line by November 20 each year and shall be removed by March 31, but no earlier than March 1, of the following calendar year. The fencing shall be a double row, 3 to 4 feet high,g , and approximately 8 to 10 feet apart. The Town shall maintain the fencing and any damage sustained during storm events or due. g g to vandalism shall be repaired immediately, C-CR10. Grain size testing and management of discharged material shall be performed on the g materials in each basin as descnbed in Section 2.0(D) of the FEIR/DRI. Only sediment with a fine fraction of less than 15%may be used for beach nourishment. Per the Town's proposal,upon decommissioning of the dewatering basins on Craigville beach,the Town shall excavate material from the bottom of the basin to a depth of 0' NGVD (basin design depth of+1 plus one foot of over-excavation to remove residual fines)prior to filling with compatible nourishment material, in order to ensure that fine material lodged in,the basin is removed to the greatest extent possible. This condition shall be met prior to the issuance of Certificate of Compliance #2. C-CRl1. Prior to the commencement of dewatering operations on Craigville Beach parking lot, the Town shall ensure that existing drainage basins are protected from flows that may emanate from the stockpiled material. Catch basins on the site shall be cleaned immediately after beach nourishment activities have been completed. C-CR12. Prior to receiving.Certificate of Compliance#1, the Town shall present a plan for approval by Cape Cod Commission staff showing the location of work and specifying the dates that the required monitoring and maintenance.protocol will be undertaken. Prior to the issuance of Certificate of Compliance#4, the Town shall comply with the following monitoring and maintenance protocol in accordance with MPS 2.2.2.11: The Town shall establish a minimum of two fixed locations on Craigville Beach and shall record elevations with suitable GPS equipment along fixed transects on a path generally perpendicular to mean low water, extending from mean low water to the edge of the parking lot. One site shall be equidistant from the west property boundary and the centerline of the property; the second shall be equidistant from the east boundary of the property and the centerline of the property. Profiles shall be generated to provide an estimation of changes in beach profile and the location of mean high water,across the beach and in areas where seasonal erosion control measures are deployed. The Town shall establish three locations to record transects on Long Beach, two within the area that has received nourishment and one in an area downdrift of the area to be nourished during Phases I and II of the Centerville River dredging project. Transects shall be collected on at least an annua l basis for a minimum of three consecutive years. Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 16 of 18 C-CR13. Prior to the issuance of Certificate of Compliance#4, the Town shall use GPS equipment to locate the mean high water line in relation to existing aerial photographs at nourishment sites. There shall be no requirement to supplement nourishment or to maintain post- project beach profiles.. Maintenance pursuant to MPS 2.2.2.11 shall be accomplished by meeting the requirements of C-CR9. Water Resources C-WRI. No more than 17,620 cubic yards of Phase II dredge material shall be disposed of at ReSource Recovery of Cape Cod, Sandwich, Massachusetts. Documentation of the final disposal amount shall be provided to the Commission prior to the issuance of Certificate of Compliance#2. Natural Resources C-NRI. To prevent disturbance or direct mortality to Piping plover, Common or Least tern adults,eggs, or chicks, signs shall be clearly posted prohibiting dogs on the town-owned beaches within the project area between April 1 and September 15 of each year. C-NR2. To ensure no adverse impacts to rare species as required by.MPS 2.4.1.4, the Town of Barnstable,through its Conservation Commission, and in conjunction with a competent third party as appropriate, shall monitor the project beach nourishment sites for abundance, distribution;and reproductive success of Piping plovers and Least and Common terns. Symbolic twine fencing and warning signs shall be erected around nests when found-to deter human or other disturbance to the nests. C-NR3. Construction of the dredge slurry piping over the salt marsh located at the head of Centerville Cove shall be mitigated through the following measures: a. Crane mats shall be used in.conjunction with a rubber-tired front-end loader to place pipe sections directly on the marsh ground surface. Connection of pipe sections shall be performed by hand to minimize impacts to the marsh. b. Consistent with other timing constraints for this project, construction activities in the marsh shall occur only between October 15 and March 31 in order.to take advantage of the season when marsh vegetation is dormant. c..Areas of the saltmarsh disturbed by construction or as a result of the pipes laying on the marsh surface shall be revegetated. C-NR4. To ensure no adverse impacts.to rare species as required by MPS 2.4.1.4, disposal of dredge spoils from Reaches 3 and 4 onto Long Beach shall be limited to the time between October 15 and March 31, and best management practices shall be used to minimize impacts to beach resources, as necessary. Centerville River Dredging&Craigyille Beach Nourishment JR04002 DRI Decision November 18,2004 Page 17 of 18 it The Cape Cod Commission hereby approves with conditions the application of the Town of Barnstable as a Development of Regional Impact pursuant to Sections 12 and 13 of the Act, c. 716 of the Acts of 1989, as amended for the proposed Centerville River Dredging and Craigville Beach Nourishment—Phase II project located in Centerville,Massachusetts. David Ansel, Ch r of the ommission Date Commonwealth of Massachusetts County of Barnstable ' On this Ath day of November, 2004, before me, the undersigned notary public, personally.appeared Mr. David Ansel,proved to me through satisfactory evidence of identification, which were' LSc to be.the person whose name is signed on the preceding or attached document, and acknowledged to me that(he)(she)signed it voluntarily for its stated purpose. Notary.Publ i6 ENOTARY OFFICIAL SEAL Commonwealth of Massachusetts AROLLE D. WHITE PUBLIC - MASS. NSTABLE COUNTY m. Expires A ril 18 2008 My Commission Expires:_rXQ,�- 1`t ., -2 ouq p . I Centerville River Dredging&Craigville Beach Nourishment JR04002 DRI Decision—November 18,2004 Page 18 of 18 Town of Barnstable ,,: Building :+ MASS. ; �jr+ ',ir,,srin Sao}gyTp hapt�i't isi`Visible Fero3v m thae``S treet a r'A p,,{�,,roved�.Pa la3n s Mi;ust be.R eta"�ined on moJod"b and'ahis Card Mux.st,be Ke p",t & Tertnift tThis"Pos MASS. dnoesP .. ,r;e s &x .:%; s .z-; .'� > f •.r p4, ° '�a, '° €: ,. : "' such Buildinsh`all Notbe=.Occu iedyuntil-aFinal Ins" ect�omhas been made, "+ ` > Where a Certificate of Occupancyls Requjred, re m..., ...,.... •",,,,. -:. n,_.z. : ,«„x„+n�.t.-gym- ,�::;.%c..a g�.�.";�„i gx�,S. .pb., ,�;:�.., � "_',�., e,..F�� 3�,:1 t;.f s., "_dE a. .,,� .� .- Permit NO: B-18-1412 Applicant Name: FRANK A ZIBUTIS Approvals Date Issued: 05/30/2018 Current Use: Structure , Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 11/30/2018 _ Foundation: Location: 997 CRAIGVILLE BEACH ROAD,CENTERVILLE Map/Lot 206-013 Zoning District: CBDCB Sheathing: Owner on Record: BARNSTABLE TOWN OF(BCH) ContractorNa rne. •: FRANK A ZIBUTIS Framing: 1 Contractor License CS 052139 Address: 367 MAIN STREET _ 2 �y , HYANNIS, MA 02601 Est Project Cost: . $9,130.00 Chimney: Description: Building Changing Stalls Permit Fee: $183.08 Insulation: Project Review Req: WILL NEED LETTER FROM DESIGN PROFESSIONAL WHEN Fee Pa d.-'° $183.08 COMPLETE. ) Date f 5/30/2018 Final: jGcr r r�fy Plumbing/Gas p y Rough Plumbing: l x Building Official Final Plumbing: . :: This permit shall be deemed abandoned and invalid unless the work authorized bthis ermit is commenced within six months afierissuance. P y P ' a , Rough Gas: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures s' be in compliance with the local codes. final Gas: This permit shall be displayed in a location clearly visible from access street or load and shall be maintained open for public inspec Acip for the entire duration of the work until the completion of the same. ft,� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the�Building and Fire Officals are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:, � $ :� 1.Foundation or Footing � � � `' �'• ��, � Rough: , 2.Sheathing Inspection 's 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction.. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fu t nd" (as set forth in MGL c.142A). Fire Department • .y Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OIL'BARNSTABLE BUILDING PERMIT APPLICATIONw �7 .• Map C.(� Parcel C Application 4f_� Health Division Date Issued 0 Conservation Division Application Fee Planning Dept. Permit Fee I C v v Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address .9 -7 flea t c Village _ ccmd ar o Ae m 02 S� G Z C 12, Owner __7Z Lip, 6--�7 �a"� �i Address Telephone -7(16 241 Permit Request r4' ! '+,l r Square feet: 1 st floor: existing proposed- 2nd floor:-existing proposed Total new Zoning District q. Flood Plain Groundwater Overlay Project Valuation / 136 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new . Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ®:existing q-newZ size_ Attached garage: ❑ existing ❑ new size _Shed: 0 existing ❑ new size _ Other: " ALL- C) A 1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' ' r Commercial ❑Yes ❑ No If yes, site plan review# y c 03 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name T rc w��. —,7�h va`e� Telephone Number S �� Address U RQGQ 66 V License # k.�, Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTIO,N. DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE `d DATE � / ��f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP/PARCEL NO. " ADDRESS VILLAGE OWNER DATE OF INSPECTION: y FOUNDATION ' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ,f GAS: ROUGH FINAL FINAL BUILDING _ K r DATE CLOSED OUT ASSOCIATION PLAN NO. r VE Town of Barnstable Regulatory Services Richard V.Scali,Director . Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 5.08-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder as Owner of the subject property hereby authorize i�✓0t z to act on ray.behA ; in all matters relative to work authorized by this building permit application for: l�erIAC-) zc3 (Addrtss of Job) 4Se er ' ate Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPKLES\FORMS\building permit foams\EXPRESS.doc Revised 040215 s r Commonwealth of Massachusetts' .l Division of Professional Lieensure p Board of.Building Regulationsand,Standards +4 ConstrutibtS�iSpe�rvisor S-052139 4,Pires:06118/2019 .j FRANK A ZIBUiTIS y ' 130 RASPBERRY LANE ` ` MARSTONS MILbS MA026 � sCoinmjssioner,: 4 Town of Barnstable--, _ _ Building Post.,This Card So That it is Visible From the Street-Approved'Plans Must be Retained on Job and this Card Must be Kept ' `erg }Post'ed Until Finaflnspection Has Been Made. *" �y� �� Where a Certifica#e of Occu�pancyis,Required;j such:nBuilding shall Not be Occupied'unti final Inspection has been made B .Permit No. B-19-2704 Applicant Name: Danielle Fraine Approvals Date Issued: 05/07/2020 Current Use: Structure Expiration Date: 11 07 2020 Foundation: Permit Type: Building-Addition/Alteration-Commercial p� / / . Location: 997 CRAIGVILLE BEACH ROAD,CENTERVILLE Map/Lot: 206 013 Zoning District: CBDCB Sheathing: . . . Owner on Record: BARNSTABLE,TOWN OF(BCH) Contractor Name.„ Framing: 1 Address: 367 MAIN STREET Contractor License: 2 HYANNIS, MA 02601 Est. Project Cost: $7,000.00 Chimney:, Description: Adding a small cell,antenna, radio shroud, radios and associated Permit Fee: $163.70 p g a Insulation: equipment to a pre-existing utility pole co-owned by Eversource Fee Paid: S.163.70 and Verizon. �T Final: Date: �, 5/7/2020 Plumbing/Gas Rough Plumbing: Project Review Req: ) Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six,months after�issuance. All work authorized by this permit shall conform to the approved a pplication`and the'approved construction document's for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 4 -� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fireofficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work A Service: 1.Foundation or Footing _ 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected,at the throat level before firest flue lining is installed - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit.Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 4 1 P t 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q Map Parcel Q Application v Health Division few` r Date Issued �`�—� -7 R'2 j Conservation Division )021 � Application Fee Planning Dept. Permit Fee j Date Definitive Plan Approved by Planning Board Historic,- OKH Preservation/ Hyannis II Project Street Address C( II �t��c ���.��i R%osmA Village Owner czI vi c3-- ,40L� Address �V1 V c Telephone Permit Request ®rN o a9k v Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ¢) dO Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial U44es ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name El r-v _ Telephone Number s -3 -2 a f Address '130 IRGL-SaLrev Icbme License # 0 5-Z_ i.: c� -7t S A g Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I 2,1e 7 4 t t FOR OFFICIAL USE ONLY OPLICATION # DATE ISSUED MAP/PARCEL NO. 4 I . ADDRESS VILLAGE h OWNER .' DATE OF INSPECTION: FOUNDATION i 3 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a " GAS: ROUGH FINAL �t FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r ,6� Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 5.08-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I /Zz ZZ, as Owner of the subject property t hereby authorize Z .L J: to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of Job) Signature o bate, Print Name If Property Owner is applying for.permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPFM\FORMS\building permit forms\EXPRESS.doc Revised 040215 f Tire Commorrivealth o,f-Vassachusetts . Deparbwent of ludu strial Accidents - Owe o,f 1rnm igations 600 Washftrgion Street Boston,-414 02111 - n.,rvty.via_,mgnv/rdirr Workers' Compensation Insurance Affidavit:Builders/CnntractursJEIectriciansiPIumhers Applicant InfQnnatian Please Print Legibly 1`I it=(B sm2 3IIiza�ion&diy loll Address: 7 C--::,7 P%t e ; cityista& : HyaWf N4 r)z rO ( Phane,1,4- bT (9 0 20 Are you an employer?G7teck the appropriate box: Type of project(required): I I am a employer with 4. ❑I am a general contractor and I . employees(full aadl`orpart-#ime). * have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole propuetor or partner fisted on the attached sheet. I ❑modeling ship and have no employees. These sub-contractors have g.,❑Demolition s wordng forme m any capacity, employees andhave workers' 9. ❑Building addition Swor�lm,comp.insurance corm.ins urance requited.] 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 insuranceregnired.]a c.152, §1(4)�andwehaveno employees.[No workers' 13.❑Other camp.insurance required-] ` Any appham thatchecksbox#lmastals�filloutthesectionbelawshmQingtheirwders'compensatingpaTcyin5rma%iom i I ameawners who submit this afi"id nqt in ffi-in:g they axe doing all wod sad they hire outside contractors—st submit anew affidavit indicating suclL FCoanadors that check This boat must attached es additional sheet shovdng the name of the sub-contrssciors and state whethes or nor those entities have employees.Ifthe sub-contractors have employee%they mout Provide.their Workers,Camp.polio,number. lain an etleploCrr that ispro�zriirtg workers'cotrrpertsatiort i�zsrirancs f or nr}*cnrplayeR Below is the policy anri job rite . information. Insurance Company Name: Policy or Self-ins.Lie.4,_: Expiration Date: Job Site Address: citylstate�: Attach a copy of the workers'compensationpolicy declaration page(shoving the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c 1572 can lead to the imposition of criminal penalties of a fine up to$1,54a-00 and/or one-year imprisonment,as well asIchril penalties Ju the fa=of a STOP F ORK ORDERand a fie of up to O-00 a day againstthe violator. Be advised that a copy of this statement may,be forwarded to the Office of lavest gations of the DIA for insuranct-coverage yrerificatiaa. I rig hereby ccerYi ,ander tt�he pains andpenaMrs afFar ury that the hzformatiorrprmidedaboire is bw and correct Sitmature: "t Date Phone ik Official use only. Do not write in this area,to be co npTetied by city or town ofi at City or Tomm: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City1rawn Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other - Contact Person: Phone#: Information and I n.s&uefio s 41 Massachusetts Geheaal Laws chapter 152 requires an employers to provide wormers'compensation for their employees. pun-suantto this statslte,an employee is defned as.--.every person in the service of another under any contract of hire, ex:press or h3aphed,oral or wtfttEa" An vnployer is defined as."an individna,pm nersbip,association,,corporation or other legal entity,or any two or more Of the foregoing engaged is a joint enterpIIse,and mclnding the legal representatives of a.deceased employer,or the receiver or trustee of an individual,pa tnersbip,association or otherlegal entity,employing employees. However the owner of a dwelling house having not more than three apmtnenis and who resides therein,or the occupant of the - dwelling house of another who employs persons to do mah tenau.ce,cons uct on or repair Work on such dwelling house or on the grounds or building appu�thieretn shall not because of such employment be deemed to be an employer." MGL chapter 152,§25g6)also states tilt"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for rap applicant who has not produced acceptable evidence of compliance-with the insu -ance.covex"age requited." Additionally,MGL chapter 152, §25C(7)stags-Neither the commonwealth nor any of its political subdivisions shall enter mto any contract for the per:E=ance of Fu he work until acceptable evidence of compliance with the insurance.. requirements of this chapter have been presented to the cont7acting aufhoiity_" - Applicants Please fill out the wormers'compensation affidavit completely,by checking the boxes that apply to your situation and,if cows I sub-contracto s nam s), address(es)and phone number(s)along with their cmtdacate(s)of n �Y�supply �) .e{ with no employees;,s7,-once. LimitedLiabr7ity Companies(LLC)or LimitedLiabiIityPartnerships(LLP)w other than the members or partners,are not required to carry workers' compensation i omxrance. Nan LLC or LLP does have employees, a policy is rec� Be advised that this affidavit may be submitted to the Deparment of Industrial Accidents for confirmation of inMIran ce coverage. Also be sure to sign and date the affidavit. The affidavit should be retrumed to the city or town that the application for the pemdt or license is being requested,not the DeParhneaf of Eadu s ri al Accidents. Should you have any questions regarding the law or if you are regai ed to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-io i ance license number on the appropriate line. City or Town Officials Please be sm a that the affidavit is complete and primed.legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in tilt pexx i; icense number which WEI be used as a reference number. In addition, an applicant that must submit multiple pelmitllicensa applications in any given year,need only submit one affidavit indicating current p olicy bafbrm ation(if necessary)and under"Job Site Address"the,applicant should write"all locations (city or town):'A copy of the affidavit that has been officially stamped or marked by the city or gown may be provided to the " applicant as proofuhat a valid affidavit is on file for fiA=permits or licenses_ A new affidavit must be filed oilt each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture c e or permit to bun n leaves etc. said person is NOT requfzed to complete this affidavit i_e. a do hens ) ( g P . r The Office of Investigations would lake to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. s address,telephone and fax number_ The Depaitment' CamMMWvA*of Massachmatts . Degar�m�nfi cif lzid�sicial Acci�enfs ��e of�r�,ve�fig�tiop.� �Q4�asbingtQn Size , Bwton�MA Gil II Tf,-1.4�1�727-4 cXt4€lf or 1-9 MAS, Fax#617-727 7M Revised 4-24-07 m �otzfdia s Commonwealth of Massachusetts > t Division of Professional Licensure Board of Building Regulations and Standards Cons#rucfir?ri`Sipe visor J. CS-052139ires: 0611812015 FRANK A ZIBUTIS t�130 RASPBERRY LANEit MARSTONS MILLS}MA 02648 l Commissioner . r 203 WILLOW STREET SUITE A YARMOUTHPORT MASSACHUSETTS 02675 93B COURT STREET UNIT 22 PLYMOUTH , MASSACHUSETTS 02360 LETTER OF TRANSMITTAL PROJECT: Craigville Beach Bath House DATE: 5/2/17 (name,address) Barnstable, MA To: Town of Barnstable, Building Division If enclosures are not as noted, --t lease inform us immediately. :�; f � 200 Main Street p v ZE If checked below, please: Hyannis, MA 02601 O Acknowledge receipt of enclosures, �T ATTN: Paul Roma, Building Commissioner O Return enclosures to us. Via: mail � '�°� WE TRANSMIT: (X) herewith ( j under separate cover via O in accordance with your request -' v FOR YOUR: O approval O distribution to parties O information O review&comment (X) record Ouse O THE FOLLOWING: ( ) Drawings ( j Shop Drawing Prints ( j Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature ( ) Change Order (X) Final Atridavits COPIES DATE REV.NO. DESCRIPTION ACTION CODE 1 5/2/17 Construction Control Final - Architect E 1 5/1/17 Construction Control Final - Structural E 1 4/21/17 Construction Control Final - Mechanical E 1 4/21/17 Construction Control Final - Electrical E 1 4/28/17 Mill City Letter E ACTION A. Action indicated on item transmitted D. For signature and forwarding CODE B. No action required E. See REMARKS below C. For signature and return to this office REMARKS For record COPIES TO: (with enclosures) BY: Tom Swensson Final Construction Control Document To be submitted at completion of construction by a d Registered Design Professional h " for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Craigville Beach Bath House Renovation Date: May 2,2017 Permit No.B-16-2544 Property Address: 997 Craigville Beach Road,Centerville,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction 1 �� Project description: Partial renovation of existing wood frame bathhouse including reconfigura !'on of meni's and women restrooms and installation of new access ramps as shown on Architectural Drawings 0.0 throg5h At*2 prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc., dated March 4, 2016. - raa I, Timothy Sawyer, MA Registration Number: 50399,Expiration date: August 31,2016,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 it @org,#ias.aperformed in a manner consistent with the construction documents and this code. _;``.., Enter in the space to the right a"wet"or electronic signature ands al: ``"'`' '`'`�'`'' ``' Phone number: (508)362 8382 Email: tim@capearchitects.com 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. Trial Version 10 09 2012 Final Construction Control Document w d To be submitted at completion of construction by a Registered Design Professional for work per the 8tb edition of the M Sve Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Craigville Beach Bathhouse Date: May 1,2017 Property Address: 997 Craigville Beach Road,Barnstable,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Single-story,wood frame structure and foundation as specified on Consulting Structural Engineer,Inc.structural drawings dated March 4,2016. I,Brian A.Walsh,P.E.,MA Registration Number: 46077 Expiration date: June 30,2018,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,.for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"eo electronic signature and seal: y OF ��� B129AN �'i:p- AWALSH STRUCTURAL No.46077 �S/17MAL � Phone number: (978)866-8354 Email: BAWalsh@cse-ma.co Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document H To be submitted at completion of construction by a fit Registered Design Professional for work per the 8th edition of the 5�0 Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Craigville Beach Bath House Renovation Date: April 21,2017 Permit No.B-16-2544 Property Address: 997 Craigville Beach Road,Centerville,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Partial renovation of existing wood frame bathhouse including reconfiguration of men's and women's restrooms and installation of new access ramps as shown on Architectural Drawings A0.0 through A9.2 prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc., dated March 4, 2016. I, Robert C. Bravo,P.E, MA Registration Number: 46657 ,Expiration date: 6/30/2018 ,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 Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project. I certify that 1,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. �H OF lqq e. Enter in the space to the right a"wet"or o ROBERT electronic signature and seal: c EL T► 6 C7 � L 6 7 Phone number: 508-295-0050 Email: rbravo@griffithandvary.com 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. Trial Version 10 09 2012 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Craigville Beach Bath House Renovation Date: April 21,2017 Permit No.B-16-2544 Property Address: 997 Craigville Beach Road,Centerville,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Partial renovation of existing wood frame bathhouse including reconfiguration of men's and women's restrooms and installation of new access ramps as shown on Architectural Drawings A0.0 through A9.2 prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc., dated March 4, 2016. I, Wayne E. Mattson,P.E , MA Registration Number: 41546 ,Expiration date: 6/30/2018 ,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 Architectural Structural X 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. �� IN OF M,gS�cy Enter in the space to the right a"wet"or o WAYNE E. GN electronic signature and seal: MATTSON m o MECHANICAL NO.41546 O Phone number: 508-295-0050 Email: wmattson@griffithandvary.com 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. Trial Version 10 09 2012 i v MILL CITY C0 N STR' UCTION "Budding=yowr fuEtare" , 4/28/2017 Tom Swensson Brown Lindquist Fenuccio& Raber 203 Willow Street,Suite A Yarmouthport, MA 02675 Re: Craigville Beach Bath House 997 Craigville Beach Road Centerville, MA 02632 Tom, This letter is to confirm that the structural modifications to the above-mentioned project were completed as per the plans,&specifications.This includes the work noted in the field report provided by CSE dated 2/8/17, specifically item#5 (iii, iv&d). Please contact our office if there is anything else required. Respectfully Submitted, Digitally signed by Stephen Traghella DN:cn=Stephen Traghella,o=Mill City' Construction,Inc.,ou, emailstraghella@mill-city.com,c=US t}`' Date:2017.04.2817:18:44-04'00' Stephen Traghella, LEED AP Project Manager 7 0LD GREAT RD. LINCOLN RI 02865-T.401-766-3100-F.401-769-8910 I a 0 000o BROWN LINDQUIST FENUCCIO & RABER. ARCHITECTS, INC. 203 WILLOW STREET SUITE A YARMOUTHPORT. MA 02675 ' 1 TO: I Barnstable Building Dept ATTN Patrick Franey Craigville Beach Bathhouse AAB Application for Variance 3/23/17 a �r '� i I �,. ��� _.., -,:�� �,3 :�' <;, � �• J�� �� �' � � � �� �` p �� � 1 �, 9� _ y, ,.,., ..,. � J O } r 4 j14 ¢ ' �As" a , t 1 , Bill Sykes Logistics Director Mobile:508.954.9037 billsykes@bestbuddles.org Volvo Best Buddies Challenge Best Buddies International p�Q4[3MDD069 world Trade Center East Two Seaport Lane, I Fourth Floor • Boston,Massachusetts 02210 617.790.5342 508-7,46-3207 HAX 617,790.5340 1.866.33.BUDDY www.bestbuddiesmassachusetts.org Friends and Jobs-the Ticket to Success! TOWN F BARN OW O STABLE BARNSTABLE RECREATION FACILITY SPECIAL EVENT—APPLICATION Instructions: Please complete this application. Circulate application to: Recreation,Police Dept., Fire.Dept., Health Director, Building Director, DPW, Licensing Director, and Legal Dept. prior to submitting it to the Town Manager. Application for use of: 0�--011L-14e /4/ /17' Date of Application: Sponsoring Organization: f p< a «.J �-1217 e�f Contact Person: ,,/ i,i l fV d 3,15 0 Phone: J?F ?Y6 Hours Available: Date Requested: S 20el Hours: Description of event: (Include the event's name f if applicable], type of activities, expected number of persons, and any equIpment tables, structures, etc. that will be erected at this site.) / 14-v acle G1 V Will the event be free? (Circle) ��G jj p(l _5 YES NO If no, what will the fee be to the participants? 4/1D✓4 q4 Concerns of- Recreation: (00 Barnstable Police Dept.: Fire: s Health: Building: DPW: Legal: Licensing WINES rom —— '.sLl `r� tom n-gag SO y',�py��k 49 w All ki t _ ��,:Cam'l�s'i i �jj�',� ''' ,.� ���•.{,�,. yya f r _ v Audi aar�is �a� Audi Best Buddies Challenge - Hyannisport Table of Contents 1.Vital Features 2.Event Information 3.Where the Money Goes 4.About Us ' S.AdditionalInformation ' 6.Our Sponsors ' 7.Venue Layout ' 8.Rider Route `08 1 J Vital Features; 1. Date - May 17, 2008 2. Setup Dates- May 12th 17th 3. Breakdown date start- May 17th ' 4. Start location- 3FK Library, Boston, MA S. Finish Location - Craigville Beach, Hyannis, MA 6. Rides - 100 mile start in Boston - 20 mile start in Sandwich 7. Riders - 700+ S. Major Sponsors - Audi; Pepsi; CVS; Seyfarth & Shaw 9. Dollars Raised.for Best Buddies in '07..$2.5 million I ABOUT THE AUDI BEST BUDDIES CHALLENIGE ' CYCLE ' The Audi Best Buddies Challenge: Hyannis Port offers supported.rides of 100.and, 20-miles through the scenic New England countryside. You'll start at the famous 3FK Presidential Library and Museum on the South Shore of Boston and wind your way along quaint country roads through pine forests as you make your way to the Cape. Take your time and enjoy magnificent vista after vista, or join others in a race to. the finish along this classic, New England route. View the interactive course man. Classic Point-to-Point courses ' Each of the ride options at the ABBC- HP are point-to-point. The 100-mile ride begins at the JFK Library in Boston with a festive sendoff. The 20-mile ride begins in Sandwich and winds its way along the Cape to the finish. Check out our Training ' Zone to get in shape for the ride of your life. Riders are fully taken care of Just show u at the start line with a bag of clothes for the art afterward and Best P 9 party Buddies will have it waiting for you at the finish. Best Buddies will get you to the party, your hotel and back to your car as well. All transportation for you, your luggage and bikes will be taken care of. CELEBRATE Riders finish right along the water at Craigville Beach on the Cape. Unlike standard ' organized rides, riders coming into the finish at the ABBC: HP will be treated to a five-star experience before heading to a gourmet clam and lobster bake and a concert by rock legends, The B-52's. Refuel, Refresh All riders can enjoy food, drinks along with hot showers (towels provided) and a professional massage. You'll also find the bag you packed, waiting for you so that you can change into something clean and comfortable. '. Friendship: What it's all about Also taking place at the finish village after the ride are Best Buddies Friendship Races ' which are short criterium style events that pair participants with intellectual disabilities with celebrity and special guests. It's at the races that you see the spirit of Best Buddies programs in action as "Buddy pairs" hit the course for Laps of fun and friendly, spirited competition. PARTY!! After the Races, you'll head over to party where a gourmet clam and lobster bake awaits along with an open bar. Dig in, and rest those legs because after.your all done eating, none other than The B-52's will perform live, in a special intimate setting for you, your friends, family and a few other who are committed to making a difference. Special Guests Past.notable guests at Best Buddies events include professional athletes Muhammad ' Ali, Drew Bledsoe, Tom Brady, Doug Flutie, David Givens and Willie Mays, celebrities like David Caruso, Cindy Crawford, Joan Cusack, Robert De Niro and Kevin Spacey and dignitaries such as HM Queen Noor of Jordan, Gov. Arnold Schwarzenegger and U.S. Senators Edward Kennedy and John Kerry. Where the Money Goes 100% of the money raised by riders in the Audi Best Buddies Challenge -- Hyannis Port goes directly to establish one-to-one friendships and secure integrated jobs for tpeople with intellectual disabilities. Overall, contributions to Best Buddies are judiciously spent, with the majority of these funds directly applied to the enrichment of the organization's programs. Our total annual budget demonstrates that 89% of all monetary contributions is allocated to one of Best Buddies six programmatic divisions that directly integrates people with intellectual disabilities. '. 01 fit% Administration Fundraising g ' Secunng one-to-one friendships and integrated employment for people with intellectual disabiiities ,9 . ... -ns_�t.JC32,f.•irC.f6?.11.5.Y8 f..• - ./ '� F 567 826 —44 $8,500 Secures a job for a person with intellectual disabilities $7,500 Funds a High School or College Chapter ' $6,500 Funds a Middle School Chapter .$2,000 Sponsors a Citizens Buddy Pair $1,000 Funds a student to attend the Leadership Conference ' $500 Sponsors an online e-Buddies Pair $300 Supports a High School Chapter Training $150 Sponsors a campus-based Buddy Pair About our organization 446 fo - hGL !y l a ' There are 7.5 million Americans with intellectual disabilities - and 200 million worldwide who are the most neglected and undervalued population in the world, and, as such, children with intellectual disabilities often grow up experiencing a life of rejection and isolation. This leads to emotional problems, including depression, lack of self-worth and loneliness: For children and adults with intellectual disabilities, developing friendships with those who are not disabled is critical to a ' successful transition out of segregation and into a world that values, supports, and celebrates their inclusion. Best'Buddies is the world's largest program that creates friendships between persons with and without intellectual disabilities. For people with intellectual disabilities, Best Buddies is a lifeline to the joy of having and being a friend,going to parties and music festivals, playing sports, improving reading, writing and computer skills, securing successful jobs, learning how to ride public transportation, living independently in their own homes,falling in love, raising a family and making lifelong friendships Through Best Buddies, hundreds of thousands of people.w..ith intellectual disabilities have successfully moved.from segregation and desolation to a new acceptance in their family and community. In turn, Best Buddies has created a new spirit of public service for thousands of middle school, high school, college, citizen and e-Buddies volunteers that will last a lifetime. Founded in 1989 by Anthony K. Shriver, Best Buddies is a.vibrant, international organization that has grown from one original chapter to more than 1,000 middle school, high school, and.college campuses across the country and internationally. Our programs today reach all 50 of the United States and six continents. This year alone, Best Buddies will impact.the lives of more than 250,000 individuals. We also have big plans for the future. Specifically, by 2010, Best Buddies will continue to build on our program base in all 50 states, establish programs in 50 countries and have 500,000 participants worldwide. ' Even though Best Buddies has grown tremendously in its short.existence, most of the country still lacks programs to help people with intellectual disabilities become a part of mainstream society. Our goal is to bring Best Buddies to every corner of the United States and every corner of the world, making Best Buddies programs active in every community and on every middle school, high school, and college campus. Paired with the 14 million college students in the U.S. and the 77 million college students worldwide, we can make a huge difference in the lives of the 7.5 million people in the US and 250 million people worldwide who have intellectual disabilities. Best Buddies volunteers annually contribute services that equate to$61 million USD - at no cost to the community. ' Please visit our website www.bestbuddies.org for more information. S - .Additional Information Hotels/Lodgingfor Riders ' Hyannis Harbor • Hyannis Holiday • Ramada • Sheraton • Of the 758 riders registered for the '07 ride - 412 stayed in Hyannis on Saturday night ' Vendors • Best Buddies attempts to use all local vendors where possible Parking ' To reduce congestion and traffic we will use off site parking at Veterans Memorial Beach, Keyes Beach and the Melody Tent. Police • In 2007 we hired eleven Barnstable police officers to monitor intersections on the route and help with traffic flow in Hyannisport. Sgt. Andrew McKenna coordinated the officers with Route Manager Paul Curley Security • Best Buddies will provide onsite and overnight security for the duration of the event. In particular, no alcohol will be allowed to leave the party tent. We will provide security at the entrance to the lot and to the tent insuring that no participant brings any alcohol beverages out of the party tent.. ' Transportation • Best Buddies provides shuttle transportation to local hotels, parking areas, and to the JFK Library start in Boston Insurance • The Audi Best Buddies Challenge is completely insured through Frank Crystal Insurance Company and Atlantic Specialty Insurance Co. We can name any request entities as additional insured. Setup and take down ,. p th We will begin setting up on Monday the 12 in the private lot across the street from Craigville Beach. We will begin setup of the Craigville Beach ' parking lots on Thursday the 16th. Take down of the Craigville Beach lots will begin on Saturday the 19th and finished by Sunday the 20tn W would e ou d like to thank our pacesetting sponsors. 1 1 � . 1 1 s �k S E A l Ak H new yuf,k Breadth: Depth.4 Cesults> phs ' Expect something extga.- 1 - 1 S A 1 1 J��HN F K�-NJNED Jatr h4rwLutiS'.^4.`atl: . I 'fJec ers IrRA CfC 115 FR AN.KC YSTAL �'. .. 'Y; EN, UA IIYf 2 - _ .. SI WALKWAY TO FRIENDSHIP CRITERIUM ❑ I� °�Ili�illllllll Nil III Illilllll IIII Ilfi IIII.ICI�hI II'�I`�I i��l M e w Illilill IIII IIII IIII!III!Ilill!illlli'lllilli I{N Ilil IL'i I;`Illll Ia, m«F x�cxavox s.�mrxervxx F �� ❑ �150' ❑ _ vox vxxuv -� �11A, LAJ �� �Illllilll II�IIII�I�I�I IIII III11111IIII�1 III!IIII IIII IhI I��I III! Q O ° ° ° LOU p p o o 3' O O ° 5ar O O TryX[ ° oU ° CKL, ° ° p 0K>Z ° °Lof ° ° Lp m r I'I CRITERIUM PADDOCK OVERVIEW CRAIGVILLE BEACH RD TO VICTORY CELEBRATION CRITERIUM COURSE HAAQSTAN BLEACHERS - BLEACHERS VIP CIRCIEDRl— Enmv 20X20 L _ . - rLnao enaxER rLmw anRaER : Haan i � - euoovaniRs ; ICI - TANDEM TENT 20X40 RsaaLL —RnREw M. Ifn. 80, AIIHI E—Y a� - MEO%:RL W�EN BnTH 201 WSE 50' 150' ' 105' GRASS AREA 462' 107' 582' 127 304' ' P VED AREA 55 1 L 2008 Best Buddies Challenge Go To Traffic Mile Mile Sians Direction- Location(roads of travel in Bold Italic) Landmarks BOSTON: 0.0 START JFK Library at UMASS circuit road...follow State Police lead vehicle 1.0 1.0 L left onto Morrissey Blvd at JFK Library/UMASS entrance way 0.8 1.8 L cross steel grate bridge(caution needed) 0.2 2.0 L Freeport St and entrance road to access 1-93 South(right) 1.1 - 3.1 L left onto Neponset Ave to Neponset Bridge 0.1 3.2 L straight onto Neponset Bridge after crossing under 1-93 QUINCY: 0.3 3.5 bear left onto Quincy.Shore Dr (signs for Wollaston Beach/Squantum) 3A bears to right 0.6 4.1 L Bay State Rd 0.0 4.1 L Tirrell St 0.2 4.3 L E Squantum St 0.4 4.7 L Billings St 0.1 4.8 L Bayfield Rd 0.1 4.9 L Herbert Rd 0.3 5.2 L Beach St 0.1 5.3 L W Elm Ave 0.2 5.5 L Sachem St 0.3 5.8 L Rice Rd 0.1 .. 5.9 L Fenno St 0.7 6.6 L Furnace Brook Pkwy 0.1 6.7 L Squanto Rd 0.3 7.0 L right onto Sea St 0.3 7.3 L left onto Southern Artery/Rte 3ASouth Quincy Police Dept, left 0.2 7.5 L Mayor McGrath Hwy 0.2 7.7 L Brackett St 0.1 7.8 L - Pond St 0.2 8.0 L Edison St 0.3 8.3 L straight onto Route 53 South/Southern Artery Tom O'Brien dealership 0.1 8.4 L Fifth Ave 0.2 8.6 L South St 0.1 8.7 L Faxon Commons Luxury Apartments 0.2 8.9 L left onto QuincyAve)Route-53 (at Granite Crossing) 0.2 9.1 L W. Howard St 2008 Best Buddies Challenge Go To Traffic Mile Mile Signs Direction Location(roads-of travel in.Sold-italic) Landmarks BRAINTREE: 0.1 . 9.2 straight on Quincy Ave, cross RR tracks 0.5 9.7 L Hayward St?(Quirk Service Center) 0.5 10.2 L Gordon Rd 0.3 10.5 L bear left , on Route 53 Commercial St(from right) 0.1 10.6 L Brookside Rd WEYMOUTH: 0.0 10.6 L straight on Washington St/Rt53 (Commercial St, left) 0.1 10.7 L Commerical St(unmarked) 0.4 11.1 L straight on Washington St at Broad St 0.7 11.8 L bear left on Washington St/Rt 53 at Rt 18 0.7 12.5 L straight on Washington St/Rt 53 at Middle St 0.9 13.4 L straight on Washington St/Rt53 at Mutton Ln 0. 2 13.6 L on straight Washington St/Rt 53 at Pleasant St . 9 g m 0.3 13.9 L straight on Washington St/Rt.53 becomes Whiting t g St .town line HINGHAM: 1.0 14.9 L straight on Whiting St/Rt 53 at Cushing St 0.1 15.0 L right onto Gardner St uphill on small road 0.5 15.5 4ss straight on Gardner St at Winfield Rd ROCKLAND: 0.8 16.3 ss left onto Pond St/Rt 228(Caution fast downhill to STOP) caution busy 4 lane road 0.1 16.4 L straight onto Pond St/Rt 228 caution ramps for Route 3 NORWELL: 0.3 16.7 right into Audi Dealer Rest Ston#1 0.0 16.7 right onto Pond St/Rt 228 0.3 17.0 L right onto Washington St/Rt 53 0.4" 17.4 L left onto Grove St High St on right 2.2 119.6 straight on Grove St at Prospect St 1.1 120.7 bearright Ion Grove St lat School St 0.7 21.4 straight onto Norwell Ave at Lincoln St 0.9 22.3 left onto Old Oaken Bucket Rd 0.3 22.6 bear right on Old Oaken Bucket Rd Mt. Blue St on left 0.4 23.0 right onto Cross St. 0.8 23.8 4ss straight on Cross St. ` at Winter St. 0.9 24.7 ss right onto Rt 123/Main St. Cornet Stetson Rd to left 0.0 24.7 left onto Neal Gate St. quick left, 2008 Best Buddies Challenge Go To Traffic Mile IMM Sians Direction Location(roads of travel in Bold Italic) Landmarks SCITUATE: 0.1 24.8 on Neal Gate St. town line 0.8 25.6 ss right onto Rt 3A 0.4 26.0 straight on Rt 3A bridge over North River MARSHFIELD: 0.4 26.4 left onto Summer St. around traffic island 0.8 27.2 bear left on Summer St. Prospect St on right 0.1 27.3 bear right Ion Summer St. Damons Pt.Dr on left 1.5 - 28.8 -right onto Church St.(unmarked) 1.0 29.8 bear right onto Ferry St.(unmarked) 0.7 30.5 straight on Ferry St. at Furnace St. on right 0.5 31.0 bear left on Ferry St. Proctor St on right 0.1 31.1 ss bear left onto Rt 3A/Main St. 0.6 31.7 L left ontoRt.3A/Rt 139/Ocean St. busy 4 lane road 0.5 32.2 L right onto Rt 3A'1 Moraine St., 0.3 32.5 right onto Acorn St easy to miss 0.9 33.4 straight on Acorn St town line DUXBURY: 0.2 33.6 bear right onto Franklin St: 0.2 33.8 bear left onto Lincoln St. 0.1 33.9 4ss left onto Temple St. 1.0 34.9 ss straight on Temple St. at Rt 139/Church St 0.2 35.1 ss left onto Rt 14/West St 1.0 36.1 L straight onto St George St. at Rt 3A 0.6 36.7 right into Duxbury Middle School Rest Stop#2 0.0 36.7 right on St_George St. 0.1 36.8 bear right on St George St. at Cedar St. 0.2 37.0 ss right onto Washington St. 0.5 37.5 straight on Washington St. at Harrison St./Town Pier 1.3 38.8 ss straight._ onto Bay Rd. 1/2 way around circle 2.6 41.4 4ss left onto Loring St. 2008 Best Buddies Challenge Go To Traffic MileIMI!el Signs Direction Location(roads of travel in Bold Italic) Landmarks KINGSTON: 0.4 41.8 straight onto Landing Rd. at Park Ave 0.4 42.2 straight on Landing Rd. under Rt 3 and low R/R 0.3 42.5 ss left onto Rt 3ASouth/Main St. use caution 0.1 42.6 L right onto Rt 80 West/Brook St. 0.6 43.2 ss left onto Rt 80 West/Elm St. gradual uphill 0.4 43.6 bear right on Rt,80 West/Elm St. Indian Pond Rd on left 0.8 44.4 straight on Rt 80 West/Elm St. at South St 0.6 45.0 left onto Bishops Hwy/ Rte 80/ Indian Pond Rd Sign:To Plymouth 2.6 47.6 T left onto Plympton Rd;Rte 80/Sacred Heart High School Parting.Ways Rd, right PLYMOUTH: 0.8 48.4 West Elementary School(right) 0.7 49.1 L left onto Carver Rd old Rt 44 0.3 49.4 L right onto Seven Hills Rd sign to Myles Standish 0.6 50.0 Y bear right onto Federal Furnace 0.2 50.2 L straight on Federal Furnace South Meadow Rd on right 0.2 50.4 left onto Micajah Pond Rd 0.1 50.5 left onto Black Cat Rd 1.6 52.1 ss right onto Watercourse Rd (unmarked) 0.4 52.5 becomes Rocky Pond Rd 3.0 55.5 bear left Bare Hill Rd (unmarked) stay on paved road 3.0 58.5 ss bear right onto Lower College Pond Rd 0.1 58.6 bear left at fork to Halfway Pond Rd 0.1 58:7 bear left onto Halfway Pond Rd 0.6 59.3 ss left onto Upper College Pond Rd stop sign-four corners 1.0 60.3 left onto Cranford Rd 0.2 60.5 straight onto West Cranford Rd 0.4 60.9 right onto Lower College Pond Rd 0.5 61.4 right into College Pond Recreation Area Rest Stop#3 Myles Standish Forest 0.3 61.7 bear left on Lower College Pond Rd Cranford'Rd on right 0.2 61.9 straight on Lower College Pond Rd Upper Col Pond Rd on right 0.1 62.0 left onto Snake.Hill Rd. 0.5 . 62.5 straight onto College Pond Rd Howland Dr on left 2.0 64.5 bear right onto Boot Pond Rd 0.5 65.0 right onto.Long Pond Rd 1.9 66.9 straight on Long Pond Rd Alden Rd on right 2.b 68.9 on Long Pond Rd. Clark Rd(to exK 3/Rt 3) 3.3 72.2 straight onto Hedges Pond Rd 1.6 73.8 ss right onto Rte 3A South 0.1 73.9 straight continue left past signs for Rte 3 exits to Boston and Cape Cod(right) Herring Pond.Rd, right 2008 Best Buddies Challenge. Go To Traffic Mile Mile Signs Direction Location(roads of travel in Bold Italic) Landmarks BOURNE: 0.6 74.5 bear left onto Old Plymouth Rd at Scusset Fish Pier sign Rte 3A,straight 2.5 77.0 ss straight across Scusset Beach Rd/Meetinghouse Ln 0.1 77.1 right onto Hunters Brook Rd quick 0.3 77.4 ss right onto Canal Rd along.Cape Cod Canal Sagamore Recreation Area 0.2 77.6 dismount...use sidewalk on left for Sagamore Bridge crossing at Friendly Ice Cream 0.1 77.7 straight up left sidewalk of Sagamore Bridge...walk•bike! 10 minute walk of bikes 0.6 78.3 bear left off bridge thru guardrail cut foe Christmas Tree Shop 0.1 78.4 T left onto Adams St Bridge Restaurant,left 0.2 78.6 T right onto Sandwich Rd/ Rte 6A East Louis Market 0.1 78.7 Montessori School Sandwich(left) 0.3 79.0 L Ben Abbey Rd 0.3 79.3 Cranberry Highway Mobil station SANDWICH: _ 0.3 79.6 continue on Rte 6A 0.2 79.8 left onto Tupper Rd 0.8 80.6 right onto Merchants Rd 0.2 80.8 right into CVS Rest stop#4,20 MILE RIDE START(11am) 0 180.8 iright onto Merchants Rd 0.1 180.9 IL I left I onto Sandwich Rd/Rt 6A 0.6 81..5 L right onto Tupper Rd 0.5 82.0 ss left onto•Main-SVRt 130{South) Town Hall, First Church 1.5 83.5 straight on Rt 130 ramp to Rte 6 West(right) 0.1 83.6 straight on Rt 130 ramp to Rte 6 East(right) 0.2 83.8 left onto Service Rd 2.1 85.9 ss straight on Service Rd at Quaker Meetinghouse Rd 0.5 86.4 straight on Service Rd Sandwich Hollows Golf 2.0 88.4 ss straight on Service Rd at Chase Rd(unmarked) 2008 Best Buddies Challenge Go To, Traffic Mile Mile Signs Direction Location(roads of travel in Bold Italic) Landmarks BARNSTABLE: 0.7 89.1 straight on Service Road Town Line 1.0- 90.1 left onto Rte 149...then immediate... Rt 3, Exit 5 0.1 90.2 ' right onto Service Road 0.2 90.4 10 t.g. straight on Service Road 10 miles to go 0.3 90.7 right onto Old Stage Rd old route went straight 1.1 91.8 left on Old Stage Rd Race Ln on right 0.3 92.1 bear right on Old Stage Rd Oak St is straight 1.4 93.5 left onto.Great Marsh Rd.. 0.1 93.6 4 SS straight on Great Marsh Rd 0.8 94.4 T left onto Phinneys Ln 0.4 94.8 right onto Strawberry Hill Ln 0.2 95.0 SS right on Strawberry Hill Rd Wequaquet Rd on L 0.1 95.1 L istraight on Strawberry Hill Rd (crossing Rt 28) Rider drop off on left 0.1 95.2 5 t.g. straight on Strawberry Hill Rd 5 miles to go 0.1 95.3. L straight on Strawberry-Hill-Rd(crossing West Main) old route went left 0.2 95.5 SS straight on Strawberry-Hill Rd at Pine St 0.2 95.7 bear left onto Old Town Rd 0.1 95.8 SS straight on Old Town Rd at Old Craigville Rd 0.8 96.6 SS left onto Craigville Beach Rd two-way bicycle traffic 0.1 96.7 bear left onto Smith St bicycles coming from right 0.3 97.0 4 SS straight onto Marston Ave old route entered form left 0.2 97.2 3 t..g. straight on Marston Ave 3miles to go 0.1 97.3 bear right on Marston Ave at Greenwood on L 0.1 97.4 straight onto Hyannis Ave becomes.Washington at Ocean Ave on L 0.2 97.6 left onto lyanough Ave 0.1 97.7 right onto Wachusett 2007 went straight 0.2 97.9 straight thru ceremonial finish line 0.1 98.0 right onto Scudder Ave old finish to left 0.2 98.2 2 t.g. straight on Scudder Ave 2 miles to go 0.3 98.5 left onto Craigville Beach Rd 0.2 98.7 SS bear left on Craigville Beach Rd at Smith St on R 0.5 99.2 1 t.g. straight on Craigville Beach Rd 1 miles to go 0.3 99.5 straight on Craigville Beach Rd at Strawberry Hill Rd on R 0.4 99.9 finish at Craigville Beach NOTE: Fastest estimated cyclist at 23mph after mile 10.8,no rest stops NOTE: I Slowest estimated cyclist at 10mph i F6 h Y: .: # : ;fir.. f-� r ' f. :xy�• ,d Y.:' .♦.i• - t+„- .:.;. .p :-„Y F... w.. _ 5.., ....F. �♦.•. 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(978j 461-6100 ' ` + TEL(508)295d050 FAX. (So 29So003' ~.CSE-MA.com - f1tIFFI11ilWDVARY.com _ K ISSUED FOR BIDDING&CONSTRUCTION; Q3 . 04. 2016 . i . .i9. I T GtTAt,YR'1 jt r -�'L., APKCIABLE BUILDING CODE SUMMARY TABLE 191N1toN `AAiB�UILD� D BUILDING ABBR oNs ��MCI&20091EBC EVIAn SYMBOLS SCHEDULE OF DRAWINGS : \~ STATE BUILDING CODE,780 CNJ181h EDITION. r - ' +� AB. ANCHOR BOLT HGT. HEIGHT No: Sheet Nrs TO IBC .. NORTH ARRAY A J C PROPOSED RENOYAIION TO CRAIGVIIE BFACII BATHHOUSE M4SSILCHLISETIS AMENdVJ• (AAA) FNNISH FLOORETAL - PROf C A.F.F. ABOVE H.M.N FlOUOW. 1 DATA � � � •;0,,. !A" LOCATION:997CRAMILE BEACH ROAD,BMNSFABLE,M4 NASSACHUSET1S ARCHITECTURAL ACCESS BOARD)M ABJ'. ACT. ACOUSIICALTII.E {NISI( INSNAt10N,' REGUU11bt4ANDSTPNDAfm6: AMERKJ4F105ABlLIf1E5ACTWOW. ALUM ALUNWUM W. INTERIOR SECTIOHwOICATOR 0.0 :COVER SHEET '1 ,F,�L�F�a Ii•;a`,;�, ANOD ANODQED JT. JOIST L LETTER IN TOP HALF OF CIRCLE A0.1 DRIVING 9CHEDUIE&PILOJCCT DATA I $F� APPLICABLE SECTION j PAGE NO. REQUIRED f0 @ AT - TAG, WG BOLT �,1 INDICATES THE SPEGMC FACTION, y.ARCH 'E�'`- Ali! (n)iflQQ T'��) CODE 83MT BASEMENT LAM IAWWTE TNT OMWIDLITER UIE EX1.1 EX61WG MAW FLOOR RAN Ti :: �A• BIT' BITUMINOUS LAY. LAVATORY BOTTOM H THE SECTION A HE APPEARS EX1.2. EXISTING ARC FLOOR&ROOF PLANS ,�:, :u. No.l'41KJ1 THE SECTION APPEARS USE GROUP CLASSIFICATION IBC!MN 303.1 - 23 A-3-ASSEMBLY(EXISTING) A-3-ASSEMBLY BLX BLOCK L LENGIM Lm8 E(2.1 EXISTING EXTERIOR ELEVATIONS - T•J j e F t }� BURG BLOCKING MFR. MANUFACTURER {j _ CONSTRUCTION TYPE IBC/A44 6025 89,91 TYPE 5B•UNPROTECTED(FX6ING) TYPE 58-UNPROTECTED BOT BOTTOM M.O. MASONRY OPENING' LEVEL ELEVATION IX 1 EXSIB•IG BUItOIJG CR�S SECTIONS �• � t ti• . BA.W BOTTOM OF WALL MAT. MATERIAL ALLOWABLE BUILDING AREA I8C/MA 503.1 503 80 G1,ODO SF 2.389 SF IT it FLOOR)&.538 SF(ATTIC) BM BEAM _ MAX MAXIMUM I R f EXS7,1 EXISTING FOUNDATION&FIRST FLOOR FRAMING PLANS BLDG 6UBOWG MECH.MECHANICAL t5 UDCRIt'M ELEVATION NUMBERS EX21.2 EXISTING RODF,ATTIC FLOOR&CEILING FRAML`1G PLANS ONE STORY CF1 CARPET MW, MINIM M 1 A101 IELDICATE ELEVATION NUMBER tDIA to ALLOWABLE BUNTING HEIGHT SC!MA 604.1 503 79 ONE STORY (21'-6y CSMT CASEMENT MID. MOUNTED O 'AI A MAIN FLOOR MAIN FL PLAN LETTER INDICATES THE ORAt'ANG AI.1 PROPOSED AM91 LEVEL FLOOR PLAN AVIOUATC FIRE SPRINILLER 6C i MA 903.2 903.2 53 PER TABLE 903.2 ASSEMBLY A-3 NO SPRINKLED REQUIRED CK CALILOG), NO. NUMBER I Ref WHERE THE HEYATIO115 ARE SYSTEMS ANMEND. IISE:3('RWp.ERRFQUIiEOWNEREAGGREGAIE'BNtdNG CLG CEILING NOM NOMINAL. LOCATED A2.1 PROPOSED BUILDING ELEVATIONS O� AREA 5.KLE SF SPRINKLER W NOT REQUIRED - - CLOS CLOSET NJ C. NOT W CONTRACT' Ref _ A2.2 PROPOSED 8L ILDNG EIPVAM0I1S 0 COL COLUMN NJ.& NOT TO SCALE' .f ELEVATION TAG A3:1 PROPOSED BIMONG SECTION - OCCUPANT LOAD ISC I MA IO04.1 '1OD4.1.1 219.220 ASSEMBLY•15 NET SF PER OCCUPANT TOTAL BUILDING:2.050 SF NET!15=137. CONC CONCRETE O.C. ON CENTER ACT ARCHITECTURAL MAU iL �_ • BUILDING 10 BE POSTED FOR 49000.MAX CNJI CONCRETE MASONRY UNIT OH, OVEAHF/ID Roan rums ROOM.TAG, A5.1: RESTAOOMO ENLARGED FLOOR PLAN aL CONS[CONSTRUCTION ORIG.OPENING [loll A4.1 RESIROOMS INTERIM ELEYARONs EGRESS DOOR SIZE IBC/Nl4 1008,1 - 224 32'CIEM OPENNG 36'DOORS PROVIDED COM CONIIJUOIB t'Nf. PAINT - -- - U CJ COMROUCONSFR:JOINT PAD. PANTED - ti DOOR TAG A6.2 RESi1R00MS INTERIOR f1EVAlION3. ,Z .$ MEANS OF EGRESS IBC/MA 1051.1 1051.1 237 1 MEANS OF EGRESS PERMBIEO W GROUPA4 BUILDING TO BE POSTED FOR 490CC.MAX. CSK COUNTERSUNK PAL, PANEL - A9.1 ROOM FINISH SCHEDULE&CASEWORK DETAILS O - (EXITSANDEXITACCESSDOORWAYS) EXCEPTION WITH A M470MNM OCCUPANT LOAD OF 49 OCC. DET DETAIL PART. PARTITION LL WINDOW TAG A9.2 DDOR SCHEDULE&DOOR DETAILS DIA DIAMETER PL. PLATE �. MINIMUM HALLWAY WIDTH IBC INA IDISA •• 242 44'VADECORRIDORS CORRDORSARE 44'WEE ORGREATER DIN DIMENSION , PLAS.. PLASIER WALL TYPE 4 STR S DR DOOR P.IAM,PLASTIC LAMMIE $0.1 GENERAL STRUCTURAL NOTES&SPECIFICATIONS' r S NUMBER OF um&COIRWUITY I8C i MA 1021:1 1021.1 243 PER TABLE 1021.2 TWO MEANS OF EGRESS PROVIDED OH DOUBLEHUNG PLBG. PLUMING S0,3 STRUCTURAL DETAILS - A•3-ASSEMBLY-FIRST FLOOR 5 ALLOWED ONE EXIT WITH DRWR DRAY/ER FLYWDKHYOOD N90WOPE PROPERTY LINE TAG $1.0 FOUNDATION PLAN&DEULRS A WAX.OCC.LOAD 49 AND 75 FEET TRAVEL DISTANCE D7YG(S)DttAV4NGJS) P.T. PRESSURE TREATED ukt- $2.1 FIRST FLOOR FRAMING PLAN apf� 3 6UItDINGEIAAIWCESAND FMAe/ 521CM1 - BIRIONGTOBEACCESSIBLEANDONANA:CCESSIBLE BUB.DI+IGCOMPUESW/ACCESSIBBRY o �HW�� N' R QUARRY THE - Name S2.2 ROOF FRAMINGPLANUNG.&CERSYGPIAN pB OVY 0151ttlASFIER READ REQtIIIED. 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SIDELIGHT PI.I PLUMBING MAW LEVEL FLOOR PLAN FA FIRE ALARM SIDE STANDARD - .PLYWOOD: 7•ELEC _ C F.8,0. FURNISHED BY OWNER S&P SHELF&POLE O . - F.E. FU E EXINGLRSWER STL STEEL EA,I EIECIt7tGl1IEGEN0.NTOTES&DETAILS F.D. FLOOR DRAIN SM. .SUSPENDED .••. r.•.-• ED.I ELECTRICAL MAW LEVEL DEMOW)ON PLAN k=� Q U K. FLOOA(ING) 1HK. (HICK GYPSUM WALL BOARD .E02 ELECITI CAL METIANINE DEMOLITION PLAN FLUOR.FLUORESCENT T&B, 1OP871OTOM El.l ELECTRICAL MAW LEVEL LIGHTING PLAN 5 = W W FT. FOOT T&G -TONGUE&GROOVE E1.2 ELECTRICAL MUMME UGHM PLAN O LY.1 .J ~� FIG. FOOLING T.G.F. TOP OF FOUNDATION ROUGHWMBTR . END. FOUNDATION T.O.S. TOP OF STAB E2.1 ELECTRICAL MAIN LEVEL POWER RAN. Z w inU F108L FLERREOUNG) LO,SH.TOPOF SHELVE - E2.2 ELECTRICAL MQLANNE POWER RAN L.LJ Q J Q GAS - _ T.O.W.TOP OF WALL �`�/�/-L FINISH LUMBER E4:1 EIECOLICAL POWERRISER OLAGI M C w J ` .GALV. GALVANIZED T. TREAD ��"�" -. E5.1 EIE(UB 1300EDULESq m Z t G.C. GENERALCOMRACTOR TYP. 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I I i 1 1 I TITLE: i I � 1 I EXISTING ROOF, 1 ATTIC FLOOR & 1 I I I I CEILING FRAMING PLANS I 1 I _ ( DATE ISAIF.D: 12.04.2016. _ I I REVISIONS: EXISTING ATTIC FLOOR&CEILING DRAWN BY: 999 EXISTING ROOF FRAMING PLAN Z FRAMING PLANS S,K&H.C. 1 114 . 1�,.31,�.. - DRAWING NO.: - 3 EXS1 .2 r _ Q1 2 Q3 4Q .wf� i r prC tSSTUr COWYAitOrl. MZ_ MCWT TO@ IAA 11 At�Lp 1 /-m5rust06Qil:Yv :` , all ry - -• • x -r—__ 6 1 •- 11l/RMLVAP{[MCOO fAt1ET 1T1MTT wAVWAT9T0\•ATOI WSTC:O' 1 • • r tn)ntw yftowY- te�ornyat df 0! eectsrat O FIco-93D -- � r.T,MAOA.tY.m Ct'AO I [7 O N I \ A10.OF rvnff A9.1 R[w nM7PAtT MaJAt I %� \\ .. z Vim+ RTA•-[SIXt FYk TO R'11C: L — Tv.P.i:RA:LLW f03f ........—_..._•- --.._..._..__ RN'BF: ma, , aclip- Ur— �fl — TT ae r.r 07 tsti iir a\8d �aB 0D kt EC rRS SnUTLAZE r MATMAt TO M-KA. .ixl CUT tL9T..l'0 fAlkV[NT A] WC155AC fCA U.STANATICO Af{l FLL&1L%Tf'z5.-cmjCf O. 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[ B Q5 p I I —AfIV(^r[C0.5T LLFB @F[WVR:F f I I O'.tC1V WACA[IF PaJ .. j i f MEN 1 ,:Tsiiii Rw( n;Ar+ [02] $ rN•cr Br-On�Fs DATE ISSUED: I a ------ I 03,04.2016 --SxttLmas,tn:. �E�lraw•l,t, F fiEV510N5: jnncr c[•e v j B i$ EXISTING EXISTING. iBnT tl I I I 1 DRAWN BY: ANliOr 1 J 4 MVANG NO. r /12.1 1 PROPOSED MAIN FLOOR A1 . 1 1!4 OI%- .ig Mh -� U i INN �`• . .. li>. .. 5,0P A T ' I,pp{/,tiroireG 1 �,i 1�4t�m�r!~ta�.afLUFco —EJfISTINGROOF 0 26 81/2"� msrcx Arta Z r0 Ct IM — Y ufFFUM1�I CBi'_RVAIRI {�f — — q�� �±g� ('X(10 RN'll. ipy _ �� LIIY.tAYt.ta7R 10 RYNN C r.� MI C Erkm*We COX Ifit It TO RYA`. I tit WdC9p'A_ I M /1:Qe fCA47 rp IQNA". 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DRAWNBY•. 1e.1 Lf1.15 OUVAh mef iw*_ IKIPiI LIA!'nl(N Ormv,Qhmrtf-o Atnh& Ltw wr6ri,:c(Sr. sWr..ro Wmo msnvs - 5C!ftr., E - DRAWING NO.:: PROPOSED NORTH ELEVATION �j srAnl��a,�. zf� S, i r C41B A ilk:" A Ail - WOIABY ALE¢OVPING 1REWfN' Q' QD%u RCN B'•O1nH5 EXISTING ROOF\ - - -- - - -'21g-0��PP1lr�V ocis iEg visn:r,e'001 to r wA - _ loPwA'N y Rppl 9h+EG,T EW 6TR� E.fA.'. - C _ oft- 06%fwfM LrfRmw CN fld'AT.ON pKR to Qh•ALN Z C IYL C5 1 QQgg EE __�� D 3YI nCAOINfr l� �• - rDflr N—rO sz.=N °� > I `♦ °E� -"TEV COOI�Q ----EXISTING LO-0 IF r f`SiFLOu._- W - --•-__'"-"-'-TO FWA \ j kA'I P11IE➢.DR?MDriEQ. • ROOF TO RE - --- EX.MAIN W -yoasnNc RooF slallaR ro REMaN - _ _ — ---- — — — —— — O FLOO� _ _ I�— �—I rucAst cum am%lrfR Qw M.T RAl M ME 4GN by __ Oi r1'NCCYI:RCTrP .'EV K_RIL WauN� - OflhOilffrJ.Vr Allf tO RV91D1w'1 T - - .fmTs .fMtifT[Gur� *wumRtaaN ...i_ O m Q E7CArn FLLd OOR 2 PROPOSED WEST ELEVATION = W ---- ---- 1/4"=1'-0" U CO m WlW TO MINN LU Fig ADazl PAADOvr tpD;fD:?t Po fr Pa'<t21701t5_ lV:D1r.3Df fYsilllG IR ACD _ .yam VJJ CL- -_ exsms�Dra;r�au xrnDR O J YODJifD GODR OyL1�hG3 '-J ixs PVC NdASLL .,fvEDNCIRfE = 2 1 U m seAanN GRAeE 4 EXTERIOR DECK- D 1/4"= n- V-0n orners I 1 h3 44 � EXIST ING �i 2B Oft:fiYhnoN G[LR re REYAN I fRM 6�OInfSO- _ � -- EIOSYNCROOFmRfl1AW nunx:raxlPmem.•a. - - - - - -�' lili.E: ' '.A1:TC5 FODP nJ Ff:•AN - i El04RNG ROOF OOfiAEAmRfAwl+ OKiIh:.DJRYERTO �-• - - -.�( -¢ -f-• I -- �-' - PROPOSED _ �� BUILDING fDPN�,OHIlM/GFRDff R - —- ` - — -EX.AITICfLOOR n --- EX.ATTIC FLOOR t1 p�-_ \ hrvfV.9,r OOOi;e PoC iG•N OAATE ISSUED: acnEDioswrwo V;MiTfF10R?nf/AL .sllx - \. - i I •enrADnae-cs.rr. - O:i.04.2016 r�wn,ewRArpRA„o u,rs,ywhcenr• PsaAM1 I _Pmlwo sw+o_ - - _ ♦ - uErra rA.yn;f.a,.1 f:E1•m rolls RENSIONS: --•-•---ro 1^ I eot NEE i EX'MAIN FL EX MAIN FLOOR OG` fAaax l,A;lFw.rru e,n nn ixD ovefA+oau " If" - ti-vrea::. te x:. - FAvr.�rY.TieArca B faY}M1L^lIX:::QALL M1flYOA E'ODNO WCT.Orf12hJ '�/COd SON®R0 .II 111=1 III=III—i =11T_1Ti- T7TT �� I-111�11=TTj=111=m =II III 111=III=11 11=111—III— I— 1�11=1 1-111 II— _ _ EY f:NYf FAIN'.. fl2v.ql AWD RD Asl"4 Wow to RE VAN lom,%N GOi50.OTrIEC siff5lo FfYAN 3 EXTERIOR D of ECK-A PROPOSED SOUTH ELEVATION °RPNf"�` ANh $ 1/4"=1'-0" 1/4"=V-0 DM%MW,NO.: - � • _ A2,2 .}STAMP A - ��rc64��. ✓{ 14 ��n11 N-V• rh-le�1' r,. 14-41'RAMP CLEM 11 I im A5.n'A A. _rq I.G Go1.+rO511t Mae CZ Q EX MMALN FLOOR_ O 'a va:rcru re sTrt rnw �� .m54TOQA rt.mmu EL 6•1" - WZ0ftn1F.rtr. FMSMVMY 'ter�'..r tr% •.`-C.:�•••"' -Z STR 0.i.M• II—IIIz=JII—I coK�7E�1,�— I 1�I I 1 1 1 11Z—.TZ�7�•--m�--11 I I II I 1-11 I-1 1 I�•11'" 1-11 I�11 I�I I ml TI I�-11 F�{i i��I��i�lr�cii-�l� 11 g1-11 —1 1. If ICI i 1-�-I i I•�I I I I-�1 I� �� [. PROPOSED RAMP DETAIL 1/2"=V-Y' r �N QoF� �p ra kEYrs«n Mat Fcr.1[E fiYomm .D aB ly 1 li9'bl!IT'0=. 3X3 a.Tµ-�,r 5tCIk2 oAA'.4eTr1 RIFs,M. .A\•RAR TO WACPM c aP W _ I Q Extrav, I H O EL B, PROPOSED BYUILDING SECTION"Bit Q = J 1/2"=T-0" z U�{ W m C A p < FXSr L;QROIATT 9 /\.�� rn uuA2 nm«u ror A3;F. �- o m�VwN w•I.t I I e ua r roM/av I I _EXISTING F�F n � /O�� -. •Z. '� -��.� -.�.���-•- �. sxSV@Ili rx1 lSVNN v 10 F4 G Xr1nf _T ri - - - - ,_rgat:•as - r-f- roctvwN TIRE: ran ip nLLtf'.3IYOMN.I'G T�1lu YfNrFJ T - y 1� C C en,nu:autom elan.vr,'n ----- _ narrn aeurerrt .{} _� ooF:a�tro r�A+.tY PROPOSED RANN;To MttW — -- - :A, _ -_T a BUILDING Fa R W,1.+ - ' C ION • nu;F�vF =Fa Y,,,rAc -- �- i re!z:va ._ _� _ •- — - — - —- _ - —-— _. .- EX:ATTIC FLOORS S Tua ro vta�aa - / E6llAPMENT •-•----'- P.r.•t.,t0't -- - �- -rr:neFnaTrlNtllvor.:Fort AysArrAc WNEN ❑ rorwxG.- _ sI1L VYP,:irowarAYc DATE MMO: [10] 03.04- .2016 _ EXIER)Rtr nKCA! - —� • ILurr1@_�1t3nPrJfLVMr ,, Ol fiEV15101�' -- ._ IWIP'2 E&MAIN FLOOR — — — _ — — — — — — — — — — 7—V I I III—III III—III—I I I—I I I — III �—T—I•I�I—II 'y�rtx lilt III 4�orasll— I�I •=usicuraar:r:vtrte II —�=III=111=1T =11�11 F11 11— I III II—III—III— It=ll�lll=1 —111=III=III • I 11= mr;noa rnrnom4s"rta or«a�.:lTa:.+cur o rYcoaCcntlon 'rs rp lw v OA r1,:Y Ftl'I!F OtLa -IN1otxan&VsewwoAll a""aAo% uex ,arm;sfnrr ro Marx+ N:;'r O1;eCGl NO ttll�pty W r,i.noco I IrA`A,�r. AW RX.'R C•ttN.Y.S 0 g DRAWN BY:' s C PROPOSED BUILDING SECTION IV PROPOSED BUILDING SECTION"N' armor A 1/4"=1'-0" OrravnrND: Z A3. 1 A ux! • IK r Nk 50399 hr> tarp - a' HGSN.a LKrrPJDRrYA'l �Z�j + I 9tl.�9•DNS N RLKA p LL 4gy7 � LnirIR.MIRE W aRV fY2R ram' Z I hV/SEtF ACMFdED NEK&°.AL' (� z bY L:C COMM COfRR MSIP.Ks ON;f U VAMATi4F QM& A SC4-a 1J LE RtV!]Kkp I3 RMIL@O d15NK:MvS RCFfii TO RA!k: i hC,rCoXfElt%AS rttWIL Mvl.3.StOR QYEF� 10f(I r5W NACfOR RUNAWA+IIZL:.I M/IDAD B �y ' IZ fLLx rEP 9TR Dt♦.'3 t . �—�n5r1Y.S RDO.Ir.\.o-":.f.iq RrRAf ,f j W � -1 i�I I I�I I--III 111 111=1.� I � 31 EIx CD11hDCCIRRfW.W � Toe rxhwa eerarslae ncK.r�l 111 I11` IB A•I, L .e..W:,�1=tTi �i Sri 00 O _0.xtY`Fll PDItCRD O'tVCtArE TO�I 1 t�I I—I I O 3: �. ' 91T!F MYDT.R LADED TDSJITfYa fH RAA/ �. U LEA-4 tO REYAt I—)I�12 A90rE SNa RNAT DRI i 1—_ �I--•I �=1 II -1111_i 1 I-11 Q m y}�msrLu �at' m w W J Q ExeMxaotrcrE .-K•' .' L1' � �J � :'. C) Lm Z NEW SLAB ON GRADE DETAIL 0 ao 3"=1'-0" Q UI U U °, SPRA PApi tY ��•tA]DAC tlRY5:0 ^'LYGtA:A, MTV,�CAP O'.BTNG EVOWp iRl.YIY ERA•lffi CIOSIR 3'IXDgL— FR/FAN�mw :rm-mn0lLsPM RILE: ovw0IRAY v;n'ri+rxc. tr P.IPXaL AS Rh7VM1LD GxSF.to I PAY A;NlVetfS EAST AG:(e12A Im,JI(1115 G.' ARCHITECTURAL CD:IMALOV:t(W RATE •C1ML A:[KLtiv a.1Y Y1, I TOP M,E_ DETAILS ReDYIDenwaooetrAmns .nxTr(xIu<ror.Mh - , rsterelenuALDRAsiprs EwvlaeET.ri000snunDrn enaler,Ent S.D.AS TO Nlv 12tRr3 pt O.LRD PatxlS IILtR F[IIGDE^_t0 PIl:kLS MTCN.5r"IU DATE ISSUED: !AP1,N m 4 •21Y I12 Rnt:.W s�tAtn.W rsn N2 ft r.r :nraTING _YI I;�4Yfj.MWIED_ 03.04.2016 Itnrnnc ro PiNAa CHASE PEB REVLSIONS: COp11N CM i'9'I 7,4 MOWN;erf*tfp]TW2% RMNO MFG.'AFry 3nq SAT,1f3rED A5 LtD3USE N.Ot(Ap- r;STHI AS SPLCIMP TO MA1116&•IW Ex.-RL 10 Rtir.+ fr, fto f rVfFiAmseRO.a A?'/L.11•(AII STLpQICp:. OA ntYiS .ttt•:IRYACwwm,'2 vmvD G . - trM'iOr¢Avt R1Kf AX w MCMnw PIMAM*l— VAFAa.r RvnLgRRLDAtaz LCp1MAIRD&tsr VJ. D:.TaT'ZD YlM VP i R"ro MlttiUlN Dp UJITM:IIOCR fUClC9 EYRY.RAvl6 o tr. -. + l /O RYA•, - sLNA. DRAWN BY: a 7YPF Ltt1NP NOT TYPE'B'tYPICAt IMERIOR. NOT 1YPE A WI TYPICALf WILLL IN ONF NOT TiIt7Df 8 A � © P1lIKAING WALL W!214 SND MTEO a SIDF WE W/20 M?n6 SND RAiEO pfjAyyM NO,; 5 TYPICAL INTERIOR.PARTITION ASSEMBLY DETAILS A4. 1 1 1/2" 503-9, E E°. EO EO. EO EO 'EO EO EO EO EO EO EO PLUMBING CHASE - gpp��51; fi I 'E ODE E. E E I I7 17 O ,7 g Y.O' 3'.O' 3'-0' Yd Y4• Y•P '9.11' YES O O83J t YEB ° ----------------, ® -- ---- -----; !C� op O LIJ j ' 317 1 8 1 ___74/12 Y-0'__ ; 3'-0' TAT Y•R 10'-B I? '1 @-T ,f- -- 31 E yl 21 E E E E B ��• '••r• LU c I b c c c c JNJ O /,� ca m n B c Q z IF—Al CE) 1-1 J 1'a 6•-01? 7-0• 3's 3•d I� O \ m WJU � tCD 0- �: a i b B TIRE: A , RESTROOMS ---Y ENARGED� WN\ I FLOOR PLAN ----, 8 b'1 5 1. AOZ 317 rB 74• 7.6 7-W Is 7-T 2 r-T Ivr' 31? VATE ISSUED: EO EO 'EO E EO EO ED ED EO EO EO I EC EU E-0 - •�16 eEvWM: - 1 1 B B - - - 5 1V• rS 7S 7S zs. 7a 1? z-T 6-B,R' @-z 3/ 1? - EMTINO - DRAWN BY: 3 AWIdr 2 . ptj IMNG NO.: - RESTROOMS ENLARGED PLANS t - A5. 1 a x I !y E G No''S�3✓7 %� ; a `7 df � �Z Qom °ne � eE� O CI B Lu n E rn E E fi E rm E � C ( C I C I C I I C C C I 1 C GL 1 1 I 1 » I 1 I I I I 1 N O O 0/�/ h Z = 1� - - - • �.,/ 1 WOMEN-A 2 WOMEN-C 0 = m LW C LLI1— Lu o J o � � m a cn o. U o, B G EDOCD o C RESTROOMS a INTERIOR " ELEVATIONS 3 WOMEN-B 4 WOMEN-D 5 MEN-6 6 MEND 1/2' 1/2"=1'-0" 1/2"_y-0" =1'-0" 11 DATE ISSUED: 03.04.2016 - .REVISIONS: .. PLUMBING ACCESSORIES SCHEDUALE B Mark Description 8 j A 42"L. 1 1/4"Didmeter Stalnless Steel Grab Bars with Snap Flange B GLASS MIRROR.W/STAINLESS STEEL FRAME MWN BY. n{gr,a C SURFACE MOUNTED TOILET TISSUE DISPENSEEA -Y OTHERS auYAN�No•: D SURFACE MOUNTED HAND DRYER E SURFACE MOUNTED'SANITRYNAPKIN DISPO8Y OTHERSF DOUBLE COAT HOOK r• CUDLINrwNOFAUTBY THE A ERCMS:sSHDEMRS ACF.H GtSM ES SEr MFORMBYMEANFRK'FAY4MDR SKRACT. A6 1 2. FASTEN SECURELY W11H CONCFAIED fA57ENER5 AS PEI1 AffG• t i@1 G SURFACE MOUNTED BABY CHANGING STATION REcavr+ amom wsrar_smwooDBLOM*ASREaIa M ty. tj to J-.37 jLLJ „f l r� . aB e» oB Q 0o 0 > u; • CLOSE OFF EM16LOWERS O Q w. Q SECURE M,PLYWOOD Mw BOTH SIDES. L I F— SET PLYWOOD BV CIONIMUOUS BEAD OF m SEALAW&SECIAIE TO HiGN suRRol>rvatr - z OPENM ,, Cw/) J N O `mil O CIL- � Q` U o, SPRAY PA1N1 E451114G - SPRAY PAINT EbSIN1G DMED FWNWG .EXP'OSED FMMG ME: MEMBERS N&ABERS. RESTROOMS INTERIOR ELEVATIONS NIEN MN - CO23 n n n a © I DAZE ISSUED, 03.04.2016 fs Y4P O REV1Sf(SNS:' . A aL C 1 r O C G 8 . r4-N MEN-A 2 MEN-C DRAWN er: 1/2"=11-9. 1/2"=1'-0" ,Wt= 9 - DRAWING NO:: n Ab.2 i -ail yYl iN Room Finish Schedule w Walls Celling Inn z No. Name Floor Flnlsh Base Comments o- Material Finish Material Finish =z <� 01. DURIOR DECK CONCRETE STAB - N/A MIA NIA NIA N/A 02 MEN EPDXY FIOORING.SYSTEM 81 Up W06 fpaw Floo4nD SYAem FIBER REINFORCED PLASM.BOARDS -MIA EMSRNG FRAMING SPRAY PAN 03 WOMEN EPDXY FLOOR=SYSTEM 8'0p W04 EPW FIM"SYAom FIBER REINFORCED PLASTIC 80ARDS NIA E)SSTING FRAMING SPRAY PAR 04 AN. EPDXY FLOORING.SYSTEM B'UP Wal Epaw 1T00h0 FIBER REINFORCEDPIASTICBOPM MIA VUSTRIGFRAMBNG SMYPM YB 05 JAN. EPDXY FLOORING SYSTEM B'UpWcd EpW FOO&V SYd— FIBER REINFORCED PIASTIC BOARDS NIA EXISRNG FRAMING SPRAY PAINT �Y8 06 STORAGE EXISTING TO REMWN NIA CWTWG TO RFMQ N MIA EXISTING FRAMING SPRAY PARR 07 IIFEGUMD CWNGTOREMNIM N/A EXISIWGTOREMuAI N/A EXISTWGfF1AM1@1G N/AA 08 STAFFTRAIFBNG ROOM OWNG TO REMWN NIA EXfSIWGTO REMMI NIA EXBISiG FRARAWIG N/A 09 .FRSTAD EXISFINGTOREMAIN NIA E)WINGTOREMAN NIA EXISTING FRANMG NIA 10 E9�KPMENT EXlSRNGTOREMMT NIA EXISTING 10REMA@I NIA I 0=40FRAAW I N/A LIJ Q 0O U , z = Oco U � _ = w O Q LU OfF— m cn o J � z O � Oct (' U a U o, TIRE.. ROOM FINISH ` SCHEDULE & CASEWORK DETAILS DAM ISSUED: 03.04.2016 REVLSbNS: B , DRAWN BY: , AuMm �. DRAWING NO.: it A911 o MIA . n` .c'tti�,i + rtaeu t%feAOP.NN.t �r I'+0 DOOR&FRAME SCHEDULE i�"iy�r<�Y:LfttTlSLt l"iU:ii �` Dimensions Details Hardware Set Em" N Af rtREARiRI Frame s LA.TTR EY f A+L& - Mark Room Name MFG. Material Model Type Thick Slab Type Head Jamb Sill Comments `�`' I "� Width Height new Mafierial Detail Detail Detail Loc"et Hinge L >J .v i -tp 31A9.2 fER9r0.0R0. r 9719 Ave-NNfW111Y W 01 EQUIPMENT EDGEWATER FIBERGLASS EPSERIES D-1 6'-0 8'8 13/4" FLUSH FIBERGLASS 1IA92 2/A9.2 SIM I A 1.1—i STAFF TRAINING 02 ROOM PLASPRO FIBERGLASS IMPACT PRO D-4 3'-LP 6'-6" 13/4 HALF LIGHT FIBERGLASS 1/A9,2 2/A9.2 31A9:2. st9w mttA2n ± I.9WOTf M,PAiRE . :. � FLUSH W/INVERTED ntAu r mx rnn eD SHa9 F.flA:hrAO O.4 PANR 1 03 WOMEN EDGEWATER FIBERGLASS E-P SERIES 0-3 V.0- 64r 13/4" FRP LOUVER FIBERGLASS LIA9.2 2/A9.2 '31A9.2 cDB w RLCWh AacsNE Z 04 MEN EDGEWATER FIBERGLASS E•P SERIES D-3 3'11- &-W 1314" FLUSH W/INVERTED FIBERGLASS 11A9.2 21A9.2 31A9.2 ST FRPtOUVER weuutiroA 6.r 13l4' FLU VK= 41A92 51A9.2 6/A9.2 i AD s\ucAW1E EtrewfftU7rswff S 3'lY FLUSH - PRIMED D-2 r> rw MDF tc� a rtD 05 JAN. JELD-WEN m F-� ' cftmw� £lER O6 JAN. IELD-WEPT MD F PRIMED D-2 Y-T 9-6 13r4" FLUSH WOOD 4JA9.2 51A9.2 61A9.2 Z fSE.at53rraJ - �. DOOR A^ are: --1ttEt1Lm. I E1tFbN55 PWO W g ae_ $ 4 INTERIOR DOOR HEAD DETAIL 1 DOOR HEAD DETAIL H-3 IRE] $ Lu Q <C .seeoto"a ' r.r.,"1 rz, .O YAenrav rvh rn:x exrerwR NNE _ r�... -i1t� l-- O O 971 t W4' .Eu»T�R:,NEAMA OWN1. . " S Q .9CV4 f -lb -ti PAttft0AEM2 WLPr M1x"WMK-- cc - 1.9IDF.AC Irv^4 FA^.i O T �J oa=ectstr caunrwxa ersnsa C WM J R.Yfii YS!&PA'nft0 fAl.iTA1CT0n CLNtSM1T L f/1 5 tutu.�EEavErra rvP. � z w MEG,�. fREfG.V3°fWo.• � � omx � SE rerre:tASs . 0 �]. zv O` m INTERIOR DOOR JAMB DETAIL DOOR JAMB DETAIL J-3 2 Q. 0 5 U nnERr.Lw s OOOR ;;1 TRLE N1Dt MAL!EtAL MiE9rpp i��. ti:LY TSL�Yf�A1 rAMrU•1t91:(;CCOR iEr D!+r�A; .,`,• s:LLm P.P aTO.9+r.f2lmr_Lna tiv.t DOOR IIODR f'6i`M PER4ROM _ �� L4"C h'.!1 A90VE�1A9.EIEY: SCHEDULE & 4!w9M•R\MOOD GECR !K+WtRRR91R RH:9 D-4 D-3 t+mT snk\t,mmmtonwm 1: ^F116MM!ESLAEfE AWWIF.VVAV.. DOOR DETAILS Ckf.f.M vAT f vF auuar a rout tREED.ns OAP.f.Dt4 f E D AYE ISSUED: 03.04.2016 -F)190k:fIOEM f RIR•C W r0 itNP'IY--� (j��'Q(� f l GI li. I I I I I L: I I1-I I Ili{.-{I �----}}•EwSv.WQat0.9•�aRA+E To_I I I.-..._I i I—{{{-" + ++EUExO�ro eortesl or eENt f-= 12•ILL'OL4 nesw9 EUVana% tll _ Ill�li�l mo � m w:rrt+snvPtx �s�m.v.Lc—. / ewvmPtvAa � �i I��I ( ILi.ff II��IIE�E1r={_I - 8 i .a• ; "T.=1 I IJ i i=1 1=L 1—MCI I—! L' DRAWN BY: •. . . � AUIIX7f EfliLfr-'CCCATliE :�; -�• "_� DRAWING NO.: ij Wares �; I sa 6 - �-'� ��a•,. :: .:: . . A9.2 r,-,,DOOR ELEVATIONS EXTERIOR DOOR SILL DETAIL 1/2't=1t-0tt 3 3" =1T-011 r STAMP: GENERAL FOUNDATIONS SHORING WOOD CONSTRUCTION NOTES ABBREVIATIONS 1. ALL CONSTRUCTION REQUIRED OF THE CONTRACTORS BY THE CONTRACT DOCUMENTS SHALL BE PERFORMED 1. THE STRUCTURAL FOUNDATION PLAN IS BASED UPON THE FOLLOWING PRESUMPTIVE SOIL PARAMETERS: 1. PORTIONS OF THE EXISTING STRUCTURE PROPOSED TO BE ALTERED WILL REQUIRE TEMPORARY CONSTRUCTION 1. SHEAR WALL SHEATHING: AB ANCHOR BOLT .��jT1l162dgaS�� IN ACCORDANCE WITH THE GOVERNING BUIIpING CODE AND OSHA REGULATIONS,SUPPLEMENTED BY THE SHORING TO BE DESIGNED BY OTHERS AND SUBMITTED FOR APPROVAL SHORING INSTALLATION SHALL NOT AFF ABOVE FINISH BOOR h 1 T'.4+ CONTRACT DOCUMENTS. THE GOVERNING BUILDING CODE USED IN THE STRUCTURAL DESIGN IS THE A.BEARING CAPACITY 2,000 PSF COMMENCE UNTIL THE SHORING DESIGN DRAWING IS RENEWED BY THE ARCHITECT/ENGINEER. ALL WALL SHEATHING USED IN CONSTRUCTION OF NEW SHEAR WALLS OR REINFORCEMENT OF EXISTING AR ANCHOR ROD i INTERNATIONAL BUILDING CODE 2009(18C),INTERNATIONAL EXISTING BUILDING CODE 2009(IEBC)WITH EXTERIOR WALLS SHALL BE MINIMUM?Te THICK APA RATED WOOD STRUCTURAL PANEL SHEATHING WITH A ARCH ARCHITECTURAL - MASSACHUSETTS AMENDMENTS. ALL WORK SHALL ALSO BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS 2. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL CONFORMING TO THE REQUIRED MINIMUM 2. ALL SHORING WORK SHALL BE CARRIED OUT BY A QUALIFIED SHORING CONTRACTOR WITH EXTENSIVE SPAN RATING OF 32/16 OR WALL-16,EXPOSURE 1.AT LEAST ONE SIDE OF ALL DESIGNATED SHEAR WALLS OF THE TOWN OF BARNSTABLE BUILDING DEPARTMENT. BEARING CAPACITY UNLESS NOTED OTHERWISE ON THE ORAWINGS. NO FOOTINGS SHALL BE PLACED UNTIL EXPERIENCE IN SIMILAR TYPE SHORING PROJECTS, THE SHORING CONTRACTOR SHALL PROVIDE REFERENCE SHALL BE SHEATHED.SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET VERTICAL OR B/ BOTTOM _ THE BEARING VALUE OF THE SOIL ENCOUNTERED IS CERTIFIED BY A PROFESSIONAL GEOTECHNICAL ENGINEER PROJECTS WITH CONTACT PERSONS UPON REQUEST OF THE OWNER. THE SHORING CONTRACTOR SHALL PARALLEL TO THE SUPPORTING STUDS. WALL SHEATHING SHALL BE FASTENED WITH 8d COMMON NAILS AS BFF BELOW FINISH FLOOR 4��NAL 2. THE PROVISIONS OF ASCE 24 FOR FLOOD RESISTANT DESIGN AND CONSTRUCTION ARE APPLICABLE TO LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. PROVIDE A CERTIFICATE OF INSURANCE FOR OWNER APPROVAL,AT THE REQUEST OF THE OWNER. SHOWN IN THE SHEAR WALL SCHEDULE. WHERE SHEETS ARE INSTALLED HORIZONTALLY OR WHERE VERTICAL BFG BELOW FINISH GRADE EXTERIOR DECK AND CONCRETE SLAB-ON-GRADE ACCESSORY AREAS ON THIS PROJECT: SHEETS DO NOT EXTEND FROM SOLE PLATE TO TOP PLATE,ALL HORIZONTAL SEAMS MUST BE BLOCKED WITH BLK BLOCK,BLOCKING 3. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. THE FOLLOWNG MINIMUM FOOTING 3. THE SHORING CONTRACTOR SHALL PROVIDE SHORING AS NECESSARY TO MAINTAIN AND PROTECT THE MINIMUM 2x BLOCKING BETWEEN STUDS, BM BEAM . EXTERIOR DECKS MUST FREE STANDING AND NOT BE STRUCTURALLY CONNECTED TO THE EXISTING BUILDING. DEPTHS ARE REQUIRED AS MEASURED FROM THE TOP OF ADJACENT GROUND SURFACE OR SLAB TO THE EXISTING BUILDING COMPONENTS PROPOSED TO REMAIN IN PLACE. ALL SHORING SHALL BE INSTALLED TO BOT BOTTOM BOTTOM SURFACE OF FOOTING: PREVENT SETTLEMENT,SHIFTING AND/OR MOVEMENT OF ANY PORTION OF THE STRUCTURE,THE SHORING 2. FLOOR SHEATHING: BRG BEARING EXTERIOR CONCRETE SLABS-ON-GRADE MUST HAVE A MAXIMUM THICKNESS OF 4",WITHOUT TURNED DOWN CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR METHODS AND SEQUENCING OF SHORING OPERATIONS BTWN BETWEEN EDGES AND WITHOUT ANY REINFORCEMENT. A.EXTERIOR(UNHEATED) 4 FEET AND SHALL ACCEPT FULL RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF THE SHORED CONSTRUCTION IN AREAS OF REPAIR OR INFILL WHERE FLOOR DECKING/PLANK IS PRESENT,MATCH EXISTING WOOD FLOOR CJ CONTROL JOINT DURING SHORING WORK AND FOR THE ENTIRE DURATION THAT SHORING IS IN PLACE, DECKING/PLANK IN AREAS WHERE WOOD FLOOR PLANK IS EXPOSED. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL,ARCHITECTURAL MECHANICAL,AND 4. SLAB-ON-GRADE BASE COURSE IS NOT REQUIRED WHERE THE SLAB IS PLACED ON WELL-DRAINED SAND, CLG CEILING ELECTRICAL DRAW1NGS,AND SPECIFICATIONS. OTHERWISE PROVIDE NOT LESS THAN 4"IN THICKNESS THAT CONSISTS OF GRAVEL OR CRUSHED STONE 4. THE SHORING CONTRACTOR SHALL MONITOR THE STRUCTURE WHILE THE SHORING IS BEING INSTALLED AND IS IN AREAS OF REPAIR OR INFILL WHERE PLYWOOD FLOOR SHEATHING IS PRESENT,PROVIDE MINIMUM W THICK COL COLUMN CONTAINING NOT MORE THAN 10%OF MATERIAL THAT PASSES THROUGH A No.4 SIEVE. IN PLACE FOR MOVEMENT. IF ANY MOVEMENT OCCURS,THE ARCHITECT/ENGINEER SHALL BE NOTIFIED WOOD STRUCTURAL PANEL. PANELS SHALL BE TONGUE AND GROOVE TYPE,HAVING A SPAN RATING OF CONIC CONCRETE 4. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES SHALL BE IMMEDIATELY. 48/24. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO THE D8 DROP BEAM BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0'O.C. FLOOR SHEATHING SHALL BE SET ON DOWN PORTION OF THE WORK. CAST-IN-PLACE CONCRETE IN A CONSTRUCTION ADHESIVE ON SUPPORTING MEMEBERS AND FASTENED WITH 8d DEFORMED SHANK NAILS DWG DRAWING N ELEVATIONS M RAWIN . THE CONTRACTORS SHALL REQUEST FROM STRUCTURAL TESTING AND INSPECTION AT A MAXIMUM 6"O.C.AROUND ALL DIRECT EDGES AND ALL INTERMEDIATE SUPPORTS. 00 NOT SCALE DIMENSIONS OR ELE TO S FROM D GS 5 7. ALL CONCRETE SHALL CI PROPORTIONED,301,30AND MIXED AND PLACED CONFORMING TO CURRENT AMERICAN E EXISTING THE ARCHITECT/ENGINEER,NECESSARY DIMENSIONS AND ELEVATIONS NOT SHOWN ON THE CONTRACT CONCRETE INSTITUTE(AG)301,304 AND 308 STANDARDS. THE FOLLOWING CONCRETE MIX DESIGNS SHALL 1. THE STRUCTURAL TESTIS AND INSPECTIONS IDENTIFIED ON THESE DRAWINGS SHALL BE PERFORMED BY 3. ALL POSTS SHALL BE CARRIED GOWN TO FOUNDATIONS. JOIST CAVITIES WITHIN THE FLOOR THAT FALL IN EA EACH is DOCUMENTS. BE SUBMITTED FOR RENEW: APPROVED INDEPENDENT TESTING AND INSPECTION AGENCIES(AGENCY)UNDER THE SUPERVISION OF LINE WITH POSTS SHALL BE BLOCKED SCUD BETWEEN THE TOP PLATE OF THE WALL BELOW TO THE EN EDGE NAIL Consulting S=etural Engineer,Inc. 6. UNLESS OTHERWISE NOTED.DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL PROFESSIONAL ENGINEERS LICENSED IN THE COMMONWEALTH OF MASSALHUSETTS. ALL QUALITY ASSURANCE UNDERSIDE OF THE SOLE PLATE ABOVE. 53 Knot Trad,Suite 201 SIMILAR CONDITIONS. A.FOOTINGS/PIERS DURING CONSTRUCTION SHALL BE IN ACCORDANCE WIN THE GOVERNING BUILDING CODE. THE AGENCY MUST FB FLUSH BEAM(FLUSH TOP) A-,AL',01720 PROVIDE A COPY OF RESULTS FROM ANY AND ALL TESTING AND INSPECTION OF THE STRUCTURAL SYSTEM 4. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP ENGINEERED BEAMS SHALL HAVE PUES CONNECTED IN FN FIELD NAIL 7. -DAY STRENGTH(MIN) 3,000 PSI DIRECTLY TO THE REGISTERED DESIGN PROFESSIONAL FOR REVIEW. CONSULTING STRUCTURAL ENGINEER,INC. ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. BUILT-UP CONVENTIONAL 2x BEAMS SHALL HAVE FNDN FOUNDATION ALL EXISTING FRAMING CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED BASED UPON UNITED ACCESS 28 www.cse-ma.com TO THE STRUCTURAL FRAMING AT THE TIME OF DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE TO COARSE AGGREGATE(MAX) �" IS THE REGISTERED DESIGN PROFESSIONAL(ROP)FOR THIS PROJECT. THEIR PLYS FASTENED IN ACCORDANCE WITH THE REFERENCED FASTENING SCHEDULE. FOC FACE OF CONCRETE CONFIRM ALL FRAMING ASSUMPTIONS MADE ON THESE DRAWWNGS PRIOR TO CONSTRUCTION. ALL DIMENSIONS AIR ENTRAINMENT 6%(217.) FOS FACE OF STUD AND CONDITIONS MUST BE VERIFIED IN THE FIELD.AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE SLUMP 5"(21") 2. THE OWNER SHALL ENSURE THAT THE AGENCY HAS BEEN PROVIDED WITH CURRENT STRUCTURAL 5. PROVIDE STANDARD FLUSH BEAM AND JOIST HANGERS ON ALL BEAM AND JOIST ENDS THAT DO NOT BEAR FS FAR SIDE ATTENTION)OFTHE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THE CONSTRUCTION DOCUMENTS,APPLICABLE SHOP DRAWWNGS AND THE PROJECT GEOTECHNICAL REPORT. THE ON WALLS OR BEAMS. FIG FOOTING WORK. B.EXTERIOR SLAB-ON GRADE OWNER SHALL OBTAIN AND PAY FOR TESTS AND INSPECTIONS AS CALLED FOR HERE UNDER: 6. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN TABLE 2304.9.1 HB HIP BEAM A.WOOD CONSTRUCTION OF THE IBC OR AS INDICATED IN THESE DRAWINGS.THE MORE STRINGENT SHALL APPLY. SHEAR WALL AND HDR HEADER B. THE CONTRACTOR SHALL IDENTIFY TO THE ARCHITECT/ENGINEER ANY DAMAGE TO THE EXISTING ROUGH 26-DAY STRENGTH(MIN) 4,000 PSI DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN ACCORDANCE WITH THE SHEAR WALL AND DIAPHRAGM FRAMING ENCOUNTERED THROUGH THE COURSE OF THE WORK. THESE CONDITIONS SHALL BE REPAIRED TO COARSE ACCREGATE(MAX) �" a.THE RDP WILL PERFORM OBSERVATIONS OF THE COMPLETED WOOD CONSTRUCTION,SHEAR WALL FASTENING SCHEDULES ON THESE DRAWINGS, NAILS FASTENING SHEATHING TO SUPPORTING MEMBERS SHALL JST JOIST ARCHITECT/ENGINEER SATISFACTION AND AT MINIMUM TO MEET CODE STANDARDS AS PART OF THE WORK. AIR ENTRAINMENT 6%(t17) ASSEMBLIES AND ASSOCIATED HARDWARE. BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. CONDITIONS MAY INCLUDE BUT NOT BE LIMITEDTO: SLUMP 4)f(47") MAX MAXIMUM - A.UNSUPPORTED JOISTS OR BEAMS. B.ADHESIVE ANCHORING SYSTEMS 7. ALL NEW 2x JOISTS SHALL BE PROVIDED WITH ONE LINE OF BRIDGING FOR EACH 8 FEET OF SPAN. BRIDGING MIN MINIMUM B.DAMAGED JOISTS OR BEAMS. SHALL CONSIST OF METAL CROSS.WOOD CROSS(1x3 MIN)OR 2x SOLID BLOCKING OF EQUAL DEPTH TO THE C.EXCESSIVE NOTCHING IN A JOIST/BEAM OR ACROSS A JOIST LAYOUT. 2. THE USE OF PLAS110ZERS.RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE o.THE INSTALLATION OF ALL INJECTION ADHESIVE ANCHORS MUST BE WITNESSED BY THE AGENCY. JOIST. NS NEAR SIDE D.FLUSH FRAMED JOISTS WITHOUT JOIST HANGERS. CONTRACTOR SUBJECT TO TIHE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS DOCUMENTATION OF THE ANCHOR DIAMETER,HOLE DIAMETER,EMBEDMENT DEPTH,TYPE OF EPDXY NTS NOT TO SCALE E.DAMAGED OR MISSING SUBFLOOR SHEATHING. OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF CALCIUM CHLORIDE OR OTHER USED.TYPE OF DRILL BIT USED AND CONFIRMATION OF PROPER HOLE CLEANING SHALL BE MADE B. FRAMED OPENINGS SHALL HAVE TRIMMER AND KING STUD QUANTITIES AS FOLLOWS: CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. AT EACH ANCHOR LOCATION, EXTERIOR WALLS: PT PRESERVATIVE TREATED 9. CONSTRUCTION PROCEDURES,BRACING,MEANS,METHODS,AND SAFETY PRECAUTIONS ARE THE SOLE OPENING SIZE TRIMMER KING RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK.THESE DRAWINGS ARE 3. CURING OF SLABS SHALL COMPLY WITH THE RECOMMENDATIONS OF ACT 308. PROVIDE 7 DAY CURING OF 3. CONTRACTOR SHALL COORDINATE TEST SCHEDULING WITH OWNER AND RDP PRIOR TO COMMENCEMENT OF UP TO 4'-0" 1-2X 2-2X RB RIDGE BEAM REPRESENTATIVE OF THE COMPLETE STRUCTURAL SYSTEM. SLABS IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: ANY CONSTRUCTION. OVER 4'-0'TO 6'-0"(') 2-2X 2-2X RO ROUGH OPENING OVER 6'-0-TO 8'-0-(-) 2-2X 3-2X FIT ROOF TRUSS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY PERMITTING A.CONTNUOUSLY WATERED BURLAP 4. CONTRACTOR SHALL PROVIDE THE RDP NTH MINIMUM TWO(2)WORKING DAYS NOTICE PRIOR TO COVERING OVER 8'-0"TO 12'-O"(') 2-2X 4-2X O AGENCIES,AND"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT WILL B.WATERPROOF MEMBRANES ANY STRUCTURAL COMPONENTS,SYSTEMS OR FASTENINGS. STRUCTURAL COMPONENTS INCLUDE,BUT ARE SIM SIMILAR ^, REQUIRE EXCAVATION. C.SPRAYED-ON LIQUID MEMBRANE NOT LIMITED TO:CONCRETE REINFORCEMENT,ROUGH FRAMING,SHEAR WALL ASSEMBLIES AND ASSOCIATED (')OPENINGS GREATER THAN 4'-0'SHALL HAVE A SINGLE 2x ON FLAT TO MATCH STUD DEPTH � W HARDWARE. ALONG THE BOTTOM OF HEADER. FASTEN TO HEADER n/2-ROWS 10d®6"O.C. T/ TOP C 4. PROTECT THE CONCRETE SURFACE BETWEEN FINSHING OPERATIONS ON HOT,DRY DAYS OR ANY OTHER TIME T&B TOP AND BOTTOM DESIGN LOADS THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP,PLASTIC MEMBRANE OR FOGGNC. INTERIOR WALLS: TIR TO BE REMOVED PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN,HAIL OR OTHER INJURIOUS EFFECTS. TOS TOP QF STEEL O O WOOD FRAMING SPECIFICATIONS OPENING SIZE TRIMMER KINS,, � 1. DESIGN DEAD LOADS: G UP TO 4'-0" 1-2X 1-2X TO TOP OF WALL 5. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY Aq 305 STALL BE PERFORMED IN ACCORDANCE WITIH TS TOP OF SLAB A.SLOPED ROOF AREAS 12 PSF ACI 305. 1. ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDED PRACTICE OF THE OVER 4'-0"7O 8'-D" 2-2X 2-2X TYP TYPICAL B.ATTIC/CEILING 8 PS AMERICAN FOREST&PAPER ASSOCIATION(AF&PA)NATIONAL DESIGN SPECIFICATION FOR WOOD Q C.FLOOR 2p PSF 6. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY AG 306 SHALL BE PERFORMED IN ACCORDANCE CONSTRUCTION(NDS). 9. BUILT-UP HEADERS SHALL BE SEPARATED BY LAYERS OF)J-WSP TO MEET WALL THICKNESS. LINO UNLESS NOTED OTHERWSE WITH ACI 306. PROVIDE MINIMUM 5-DAY FROST PROTECTION FOR CONCRETE PLACED AND/OR CURED IN UT UP-TURNED BEAM(FLUSH BOTTOM) 2. LIVE LOADS: COLD WEATHER CONDITIONS. 2. ALL W000 MEMBERS,ENGINEERED LUMBER,AND PLYWOOD USED IN CONSTRUCTION OF THIS STRUCTURE 10. ALL BUILT-UP BEAMS AND ENGINEERED WOOD BEAMS MUST BE SUPPORTED BY POSTS WITHIN THE WALL _0 m SHALL BE NEW MATERIAL. ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL BE FREE FROM CRACKS, FRAMING THAT ARE DIRECTLY ALIGNED WITH THE BEAM ABOVE. ALL BUILT-UP BEAMS OF 2x CONVENTIONAL VB VALLEY BEAM A\ A.STAFF TRAINING/EQUIPMENT 100 PSF 7. CAST-IN-PLACE CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: KNOT HOLES,NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. FRAMING MEMBERS SHALL BE SUPPORTED BY AT LEAST THE SAME NUMBER OF BUILT-UP STUDS. ALL VIF VERIFY IN FIELD VJ B.STAFF TRAINING/EQUIPMENT AID/LIFE GUARD 60 PS ENGINEERED WOOD BEAMS MUST BE SUPPORTED BY A MINIMUM OF A 3-PLY BUILT-UP STUD OR THE m C.OFFICE 50 PSF A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 3. WOOD FRAMING SIZES.VERTICAL FRAMING,HORIZONTAL FRAMING,FIRESTOPS,ANCHORAGE.FURRING AND NUMBER OF STUDS REQUIRED TO MEET OR EXCEED THE WIDTH OF THE FRAMING MEMBER ABOVE,WHICHEVER WSP WOOD STRUCTURAL PANEL if B.CONCRETE EXPOSED TO EARTH OR WEATHER: I)f" CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER IBC MINIMUM REQUIREMENTS. IS LARGER. WHERE SOLID OR ENGINEERED POSTS ARE SHOWN ON THE DRAWINGS,THOSE SHALL BE 7"S D.UNINHABITABLE ATTIC 20 PSF CONSIDERED TO SATISFY THE MINIMUM POST REQUIREMENTS. WITH v 4. ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WITH CONCRETE SILL PLATES ��TT`� 8. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615,GRADE 60, ALL DETAILS ( ) W (q }. SNOW LOADS: SHALL BE IN ACCORDANCE WITH ACI DETAIL STANDARD ACI 315. SHALL BE PRESERVATIVE TREATED CORD LUMBER. WATER-BORNE PRESERVATIVES SHALL TE USED AND 11. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY NECESSARY,CUTTING C LUMBER SHALL BE TREATED IN ACCORDANCE WITH AWPA UI AND USE CATEGORY CONSISTENT WITH THE AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING ASSEMBLIES SHALL BE LIMITED BY THE A.GROUND SNOW LOAD;(po 30 PSF PROVISIONS OF SECTION 2308 OF THE IBC: B.FLAT ROOF SNOW LOAD;(pi) 25 PSF 9. CONSTRUCT FORMS TO CONFORM TO SHAPE.FORM,LINE AND GRADE REQUIRED,AND TO MAINTAIN PROPOSED MEMBER USE AS FOLLOWS: Al SUFFICIENT RIGIDITY TO PREVENT DEFORMATION UNDER LOAD WITHIN TOLERANCES SPECIFIED IN ACI 117. A.UC2: INTERIOR POTENTIALLY DAMP LOCATIONS VJ B.UC3B: EXTERIOR NOT IN CONTACT WITH GROUND FLOOR FRAMING 2308.8.2 4, WIND LOADS: 10. ALL EXTERIOR SLABS SHALL RECEIVE A BROOM FINISH. FINISHING OF SLAB SURFACES SHALL COMPLY NTH C.UC4A: EXTERIOR NOT WITH GROUND WALL FRAMING 2305.9.10 AND 2308.9.11 Q " m THE RECOMMENDATIONS OF ACI 302.1 AND 304. ROOF/CEILING FRAMING 2308.10.4.2 /\ A.ANALYSIS PROCEDURE ASCE 7-METHOD I 0) 5. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PR LUMBER SHALL BE HOT-DIP,ZINC COATED B.BASIC WINO SPEED;(V) 115 MPH 11. CONTRACTION JOINTS SHALL BE USED TO DIVIDE SLABS-ON-GRADE INTO RECTANGULAR PANELS NOT GALVANIZED STEEL OR STAINLESS STEEL AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 12. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO � -- C.OCCUPANCY CATEGORY II EXCEEDING 100 SF(10'X10')UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS. JOINTS MAY BE RECOMMENDATIONS. NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR C A D.WIND IMPORTANCE FACTOR;(I.) 1.0 SAWED AS SOON AS PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 CONSTRUCTION. i V' E.EXPOSURE C HOURS AFTER CONCRETE PLACEMENT. 6. ALL WOOD STUDS,JOISTS AND BEAMS SHALL BE MINIMUM 12 HEM-FIR,OR#2 SPRUCE-PINE-FIR(S-P-F), ( , O\ F.COMPONENTS AND CLADDING AS REQUIRED PER ASCE 7-05 OR BETTER. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OR AN APPROVED LUMBER TESTING 13. STRUCTURAL SHEAR PANEL ASSEMBLIES: 12. SCREED FLOORS LEVEL MAINTAINING SURFACE FLATNESS AND LEVELNESS TOLERANCES IN ACCORDANCE OR GRADING AGENCY IN ACCORDANCE WITH DOC PS-20. FINGER JOINTED LUMBER SHALL NOT BE A ALL SHEAR WALL AND DIAPHRAGM PANELS SHALL BE APPLIED DIRECTLY TO THE FACE OF FRAMING 5. EARTHQUAKE LOADS WITH THE FOLLOWING: PERMITTED.A.SLABS-ON-GRADE: PLACE TO Y."IN 10 FEET. MEMBERS IN ACCORDANCE WITH THE SHEAR WALL/DIAPHRAGM REQUIREMENTS. FURRING,STRAPPING, m A.OCCUPANCY CATEGORY it 7. ALL ENGINEERED WOOD PRODUCTS SHALL BE REVEL TRUS JOIST AS MANUFACTURED BY WEYERHAEUSER OR AND ADDITIONAL LAYERS OF SHEATHING MAY NOT BE PLACED BETWEEN THE LISTED PANEL B.SEISMIC IMPORTANCE FACTOR;(I.) 1.0 13. CONSTRUCTION SEALANT SHALL BE SIKAFLEX 1A AS MANUFACTURED BY SIKA CORPORATION OR AN AN APPROVED SUBSTITUTE, WHERE AN ALTERNATE PRODUCT IS PROPOSED,LAMINATED VENEER LUMBER SHEATHING AND THE FACE OF THE FRAMING MEMBER. C.SITE CLASS D APPROVED SUBSTITUTE. (LVL).PARALLEL STRAND LUMBER(PSL),AND LAMINATED STRAND LUMBER(LSL)SHALL BE MANUFACTURED B.UNLESS NOTED OTHERWISE ON THE DRAWINGS,PROVIDE AT LEAST 2-2x BUILT-UP STUDS(WIND 0.SEISMIC DESIGN CATEGORY B - TO THE MINIMUM PROPERTIES SPECIFIED BELOW. ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED IN POST)AT THE ENDS OF EACH SHEAR WALL SHOWN ON THE PLAN. ALL HOLDOWNS AND METAL TITLE: E.SPECTRAL RESPONSE ACCELERATION;(SO 0.20 ACCORDANCE WITH THE DETAILS ON THESE DRAWINGS AND THE MINIMUM STANDARD DETAILS PROVIDED BY STRAPS MUST BE ALIGNED AND CONNECTED TO THE SAME WIND POSTS WITHIN THE WALL. F.SPECTRAL RESPONSE ACCELERATION;(S) 0.054 ADHESIVE AND MECHANICAL ANCHOR SYSTEMS THE MANUFACTURER. C.ALL SHEAR PANELS SHALL EXTENO.FROM SILL OR SOLE PLATE OF WALL TO ROOF DIAPHRAGM G.SPECTRAL RESPONSE COEFFICIENT;(SpsD 0.213 SHEATHING. PROPERTY D.THE ALLOWABLE SHEAR CAPACITIES LISTED ON THESE DRAWINGS HAVE BEEN REDUCED TO PERMIT H.SPECTRAL RESPONSE COEFFICIENT;(Se) 0.066 1. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE - PSL(COL) THE USE OF STUD WALL FRAMING MATERIAL OF#2 S-P-F OR BETTER. IN GENERAL ALL W000 x I. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE (xnw.simpsananchors.com)OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS AND RECOMMENDATIONS ARE GENERAL J. SEISMIC FORCE RESISTING SYSTEM: LT.FRM WALLS.OTHER(EXIST)WSP(NEW) AS OUTLINED IN THE SIMPSON"ANCHORING AND FASTENING SYSTEMS"TECHNICAL MANUAL LATEST EDITION. MODULUS OF ELASTICITY(E).psi 2.OX10"6 I.8X10"6 STRUCTURAL PANEL(WSP)SHEAR WALLS SHALL HAVE STUDS SPACED AT 16"O.C.MAXIMUM. K.RESPONSE MODIFICATION COEFFICIENT;(R): 2(EXIST) &5(NEW) FLEXURAL STRESS(Fb).Psi 2,6DO 2,400 REFER TO STUD SCHEDULE FOR EXACT SIZE AND SPACING OF WALL FRAMING MEMBERS. STRUCTURAL NOTES L DEFLECTION AMPLIFICATION FACTOR;(Q: 2(EXIST) 4.0(NEW) 2. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE LOCATED TO MEET MINIMUM EDGE AND END DISTANCES COMPRESSION PERPENDICULAR(Fe) 750 425 M.SEISMIC RESPONSE COEFFICIENT;(C.): 0.107 SPECIFIED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. ALL ANCHORS SHALL BE COMPRESSION PARALLEL(Fc) 2,510 2,5DO &SPECIFICATIONS g N.DESIGN BASE SHEAR;(V): 7.4 K INSTALLED IN STRICT ACCORDANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. SHEAR PARALLEL(Fv) 285 190 # 3. WHERE ADHESIVE AND MECHANICAL ANCHORS ARE SPECIFIED TO BE ANCHORED INTO SOLID CONCRETE WALLS. 8. ALL WOOD STRUCTURAL PANEL(WSP)SHALL CONFORM TO THE REQUIREMENTS OF DOC PS-2 WITH A BOND 9p SHOP DRAWINGS SLABS,BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE,EXISTING OR PROPOSED,THE CONCRETE SHALL CLASSIFICATION OF EXPOSURE 1.WOOD STRUCTURAL PANEL SHALL BE STAMPED'NTH AN APA TRADEMARK HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI. INDICATING THE THICKNESS,GRADE AND SPAN RATING INDICATED ON THE DRAWINGS AND WITHIN THE SHEAR g WALL AND DIAPHRAGM NOTES. 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER WITH THE GENERAL CONTRACTOR'S q ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED WITH A CARBIDE BIT,CLEANED WITH - DATE ISSUED: REVIEW STAMP AND SIGNATURE. SHOP DRAWINGS SUBMITTED TO THE ENGINEER WITHOUT FIRST BEING PRESSURIZED AIR AND A WIRE BRUSH. THE DIAMETER AND TYPE OF DRILL BIT SHALL BE AS SPECIFIED IN 9. ALL JOIST HANGERS,COLUMN CAPS,COLUMN BASES,HOEDOWNS,METAL CONNECTOR PLATES AND OTHER 03.04.2016 STAMPED AND SIGNED BY THE GENERAL CONTRACTOR MALL BE RETURNED WITHOUT BEING RENEWED BY THE THE SIMPSON"ANCHORING AND FASTENING SYSTEMS"TECHNICAL MANUAL LATEST EDITION. ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE CO.,INC. ENGINEER. SHOP DRAWINGS STALL BE ORIGINAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY (w .stm,gtie.com)OR AN APPROVED SUBSTITUTE. ALL PRODUCTS SHALL BE INSTALLED IN STRICT REVISIONS: IICHITECT/ENGINEER PREPARED DOCUMENTS. FABRICATION SHALL ONLY BE MADE FROM SHOP DRAWINGS 5. ANCHOR SELECTION SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. THAT HAVE THE ENGINEER'S SIGNED REVIEW STAMP DENOTING NO CORRECTIONS ARE REQUIRED. AT A MINIMUM,THE FOLLOWING SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE GENERAL A.ADHESIVE ANCHOR CONTRACTOR FOR REVIEW: - � A.W000 CONNECTION HARDWARE(HOEDOWNS,STRAPS,CLIPS,ETC.) c.CONCRETE ACRYLIC-TIE(AT) ' B.INJECTION ADHESIVE ANCHORS B.MECHANICAL ANCHOR b� pp 2. ALL DIMENSIONS AND CONDITIONS STALL BE VERIFIED IN THE FIELD PRIOR TO SUBMISSION OF SHOP b.CONCRETE WEDGE-ALL STRONG-BOLT,TITEN HD 3 DRAWINGS. '. tr 3. REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECTANGINEER DOES NOT RELIEVE THE CONTRACTORS FROM DRAWN BY: CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AJB rgy9 4. PROPOSED CHANGES,SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE SUBMITTED TO 6® THE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR TO THEIR INCORPORATION INTO THE PROJECT#: pLL 04465 PROJECT. CHANCES,SUBSTITUTIONS OR DELETIONS WHICH HAVE NOT BEEN REVIEWED BY THIS PROCEDURE Zg WILL BE CCHSIOERED UNACCEPTABLE. ' DRAWING NO.: 5. RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWINGS,SAMPLES,DATA,AND CERTIFICATES,SHALL BE Ey MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. 9� 6. ERECTONS SHALL ONLY BE MADE FROM SHOP DRAWNGS THAT HAVE BEEN SIGNED BY THE GENERAL _ _ " AgCONTRACTOR AND STAMPED WITH ENGINEER'S REVIEW STAMP DENOTING"FURNISH AS SUBMITTED'. _ _ C O' 9 / J Ka L S . F' - STAMP: . A'R,, fi LIMITS OF SHEAR i, PANEL PER PLAN TPA PER PLAN - EN SHEAR PANEL TO WALL TOP '\ � �� BILK EACH SEAM EDGE A P ..,. L TE TYP .. EN SHEAR / /PANEL ' AT WIND( ; PANELKSEAM HEAR - I... + ........................ LIMITS OF SHEAR PANEL EN OR EXTEND SHEAR PANEL TO PANEL PER PLAN , FN PER SILL AND EN PER SCHED OR SHEAR WALL PER DETAIL A AT E%T WALL COMMON STUD PER .................... PLAN SCHED.(TYP) W1ND POST PER PLAN _ Consulting Structural Engineer,lnc. _ SHEAR WALL / (TYP EA ENO) SILL ANCHOR 53 Knox Trail,Suitc 2(11 / Actoq ALA 01720 PER SCHED / / SILL PLATE EN SHEAR PANEL TO WINO POST / / / GENERAL SILL ANCHOR - - A YP_� PEA - BASE LIMIT OF SHEAR WALL PER PLAN _ - HOLDOWN ANCHOR PER PLAN A TYPICAL SHEAR WALL ELEI/A 110N HOEDOWN WHERE OCCURS ^^\\ PER PLAN TYP W 16d®3"O.0 O � STAGGERED®SHARED - O WIND POST PER HOLDOWN(TYR) WALL O SCHED TYP SHEAR WALL PANEL ON INT FOS - C _ AB PER SCHED PROVIDE EN AT ALL I HOEDOWN ATTACHMENT - WIND POSTS SHOWN ON PLAN - m J CL TO WIND POST PER MFR HOEDOWN PER PLAN HOEDOWN PER PLAN O m PLATE WASHER PER WHERE OCCUftS CL WHERE OCCURS SHEAR WALL SCHED C W 03 WINDPOST PER _ WALL SILL PLATE HOEDOWN SCHED /m SHEAR WALL EN TO (E)EXT PLANK SHEATHING TO FULL HEIGHT STUD CL _ �INSTALL STANDARD FLAT OR SAE WIND POST(TYP) REMAIN,VF AT INSIDE CORNER All WASHER AND NUT SNUG TIGHT O _ UNTIL FIRST RESISTANCE THEN +� WALL END qpE CORNER .. 32"0 C MAX COMPLETE WITH ONE FULL RN O co "> ...I.. (1A.R. SCHED n WINDPOST PER SCHED ._:. .. -....... ... _.._- ....... - T E SLAB - - /�_��, ........ W T"S O NOTES: OTHERWISE TYPICAL VF i m 3-STUD CORNER I� II I > ,. ALL BUILT UP WIND POSTS SHALL BE FASTENED PER THE SOLE PLATE NAILING OF THE SHEAR WALL B SCHEDULE. I y EMBEDMENT LENGTH -- ' LI U PER SCHED 2. DIMENSION"CL"FROM FACE OF POST TO CENTER OF ANCHOR BOLT SHALL BE AS DEFINED PER THE �'_ -......._. ...._._... _ _,. - - O HOEDOWN ASSEMBLY MANUFACTURER. (E)CONCRETE 3 SUPPLEMENT EXISTING STUDS POSTSA REQUIRED TO ACHIEVE THE NECESSARY MINIMUM STUD SPACING,WIND SLAB POSTS - -� n TYPICAL SHEAR WALL LAYOUT SUPPLEMENTAL SILL AB-,./ SCALE:1"=.1'-0" PLATE WASHER PER SHEAR WALL CID SCHED. MAY BE INSTALLED IN - EITHER CONFIGURATION SHOWN BLAB ELEVATION - TITLE: HOLDOWN ATTACHMENT - �' TO WIND POST PER MFR. • . - HOLDOWN PER PLAN - HOLDOWN PER PLAN -' WHERE OCCURS CL WHERE OCCURS WALL SILL PLATE PLATE WASHER PER WINDPOST PER STRUCTURAL SHEAR WALL SCHED HOEDOWN SCHED DETAILS INJECTION -ADHESIVE Z.� INSTALL STANDARD FLAT OR SAE `e OR WASHER AND NUT SNUG TIGHT MECHANICAL UNTIL FIRST RESISTANCE THEN - - /, .ANCHOR COMPLETE WITH ONE FULL TURN i $ .. .... .......... .........................._. .... ... TI . DATE ISSUED E ANCNOR BOLT SCHEDULE �i) ( A.R.PER SCHED 03.04.2076 dl ANCHOR ASTM EMBEDMENT THREADED HOOK ? REVISIONS: BOLT CIA TYPE LENGTH PROJECTION LENGTH FINISH GRADE ) ...... t ) ..... r� 7' MARK (Le) (X) (HK) T E MIN - AB-1 w3 VF - CALV. VF ,. pR_p 2 3 NOTE/2 6" - GALV. II� I II yLp I II EMBEDMENT LENGTH " J NOTES; U U T PER SCHED - 1. ALL ANCHOR BOLTS MARKED AB-1 WITHIN EXTERIOR WALLS AND SHEAR WALLS SHALL BE SUPPLIED g WITH NUTS AND 0.229"x3"0'STEEL PLATE WASHERS.SEE DETAIL I/S0.3 FOR RETROFIT DETAILS. ........................................................... ..................._........___....._................. .i......._.,.^........... E CONCRETE DRAWN BY . 2. AB-2 SHALL BE TYPE-3 HAVING DIAMETER AND EMBEDMENT AS PERMITTED IN THE HOLDOWN FNDN WALL D Y SCHEDULE. EQLIIIDATKM WALL ELEVATION - - AJB 3. ALL MATERIALS SHALL BE GALVANIZED. FNDNONCRE WALLTE - SUPPLEMENTAL SILL AB-I®32" < PROJECT#: 04465 all O.C.MAX n/PLATE WASHER PER i PLAN OR SHEAR WALL SCHED. DRAWING NO.: . ANCHOR BOL T SCHEDULE SHEAR WALL ANCHORAGE TO EXISANG SCALE:,1'=1'-0" C O.3 _ ay J L r STAMP: DB/FTG DECKING PER ARCH FLUSH BEAM PER PLAN 17 .DWG SHIM TO FIT HARDWARE - DECK SURFACE w/PT SHIMS POST/FTC PER ARCH DWC I�' 't• �JN"itl" £ SIMPSON TYPE ABU BASE _ `•, PERGOLA POST PER ARCH } n/1"STANDE OFF DWG Mvv' •X )J'COMPRESSIBLE JOINT SIMPSON TfPE CPT BASE I FlN.GRADE JST PER PLMI FILLER n/SEALANT,TNT n/I'STAND-OFF PER PLAN \/ \/\ \/• TS FIR PLAN VERIFY IN FIELD BASED ON PIER DIA PER PLAN: REO•D DECK/BM ELEVATION I P-10=10"DIA PIER DIA PER PLAN: �-/ _ SIZE AND LOCATION 'a OF SLABS PER P-8=8°DIA _ TERI ARCH DWG EXPANDED BASE FOOTING I (E)PIER,NF,TYP, APPROVED BY BIG SUBSTITUTE I I, GRAD Consulting Strucrucat Engineer,Inc. L�A. 53 Kn. snul S 1.201 ago s e�0120T'P5.0r E)FNDNWALL.NF. L /./- / \/ P-10,TYP OF 5 6'-4' 6'-4' 6'-4° 12 I TYP UNDISTURBED MATERIAL UNDISTURBED MATERIAL — ....... ........ ........ ........ .... ...... ....... 2.0 12.0 F2.0 F2.1 ........... ........... ......., TYPICAL=1'-0'DECK FOUNDAI70N i TYPICAL PERGOLA FOUNDA770AI _ r 1 SCALE:3/4' -0' P-12 1 ____ -._____... .. ............... B _ .. .. ..— — _ — — /' FE DB/FTG P-72 P-I2 DECKING PER ARCH RUSH BEAM PER PLAN 51.0 SHIM TO FIT HARDWARE MEMBRANE FLASHING OVER(E) DEACE OG n/PT SHIMS GOD FRAMING PER ARCH,XT" PER ARCH DWG , O i COMPRESSIBLE JOINT FILLER w/ `.\ /� y_l. ; �, ,. SIMPSON TYPE ABU BASE SEALANT - "' w/1'STAND-OFF \ PER ARCH DWG \ U� JST PER PLAN MAX 4'THICK,EXT CONIC %•/ SLAB-ON-GRADE PER PLAN �_Fl�N��.GRADE......... .\ PEY R PLANi\\%\, (E)EXT STUD WALL,`AF I'CHAMFER O ......;..,,^y_.- EXPOSED SIZE AND \ ; . VERIFY IN FIELD BASED QV PER "� EDP LOCATION OF /� } Q REO.O DECK/BM ELEVATION PIER DIA PER PLAN: SLAB PER \ PIER =12°DIA 1•i•COMPRESSIBLE JOINT FIN GRADE ARCH DWG C(E)SLAB-6N-GRADE % _ (E)SLAB-ON-GRADE 'T\ m FILLER w%SEALANT PER SITE ._... lJ ,. T SUB RR PER PLAN �_-PLAN is •, o ................. \/\ \ \� \ \ \ \ TO \/ CE%TERIOR � s5o U '4 (E)W SLAB- /�� ' GRADE qq V/ �> (E)CONC PIER FTC, .` Ni,TYP 4P-8 TYP OF AT SCREEN C) PLAIN CONC BARRIER CURB •� m WALL,LOCATE Q � U //�/\ //✓/✓/ E FOUNDATION I IN MAX 5•-0'LENGTHS, PER ARCH WALL NOT PART OF SLAB POUR ` 5UNDISTURBED MATERIAL ...:....ti'....... .._... .__... .. — — — — — — a—. • V' O\ PIER FOUNDA AON n EXTERIOR SLAB A T EXISTING fOUNDA 170N WALL 3 SCALE:3/4'=1-0' Y SCALE:3/4' 4 w pd 51.0 C0 TITLE:- FOUNDATION PLAN NOTES: - - `��' 1. SEE DRAWING SOA FOR STRUCTURAL NOTES AND ABBREMATIONS. )£'COMPRESSIBLE JOINT FILLER ..............._..............._._....._......._...._........................._.__._....._....""'_____.__........._................................_..............._...__..._...___.........._._._........ I o `y n/SEALANT 2. FOOTINGS DENOTED•Ff#'SEE DETAIL I/SI.0. SLOPE SLAB DN EXTERIOR- FOUNDATION PLAN dl F2.0: 24'EXPANDED BASE FOOTING PER ARCH DWG SLAB-ON-GRADE 'pb 3. PIERS DENOTED"P-#"SEE DETAILS 1,2,&:5/S1.0.TOP OF PIER ELEVATION PER ARCH DWG. &DETAILS Y MA%4'THICK,EXT CONC P-8: B°DIA CONC / LAB-ON-GRADE PER PLAN P-10: 10.DIA CONC SLAB CJ,TYP J P-12: 12'DIA CONC I (E)EXT STUD WALL,NF 1'CHAMFER C(E)UNK FNDN,VIF y SLpq_ON-GRADE: .... PER ARCH E%POSED r: a EXTERIOR SLAB:4'THICK NORMAL WEIGHT CONCRETE UNREINFORCEO SLAB-ON-GRACE. BROOM FINISH. O O DATE ISSUED. (E)SLAB-ON-GRADE,NF 'COMPRESSIBLE JOINT EDCE FIN GRADE 51.0 FILLER w/SEALANT PER SITE 5. CONFIRM ALL ELEVATIONS WITH SITE PLAN MO ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. -R 0 A OF 10AT EVISIONS. LAYOUT DIMENSIONS NOT SHOWN ON THE DRAWING SHALL BE TAKEN FROM THE ARCHITECTURAL DRAWINGS PPBPERLARCH D G ' PLAN I R 03.04.2016 PER PLAN .' s � \ \/\\�♦ /\\/\\i\\\ \/ x �, a • D — �- - — - -T — — — — — — — I— — aVERIFY FNDN EXISTS 1 PLAIN CONC 0 BENEATH POST, BARRIER CURB ER IF NONE PRONDE ARCH DG,TYP P-12 m PLAIN CONC BARRIER CURB DRAWN BY: AJB IN MAX 5'-0'LENGTHS, I I NOT PART OF SLAB POUR rg PROJECT#: 04465 a a DRAWING NO.: g SCALE:3 EXTERIOR SLAB AT EXISTING SLAB /4'=I'-0° I I os S 1 .0 FOUNDA TION PLAN KO L 1/4'=l'-0° r STAMP: 1 2 3 4 -`tN OF �� ME BEAM SCHEDULE f I :�r3q(efibn 8 FRAMING MEMBER SIZE io QUANTITY(PLVS) C"TYPE(2x IF OMITTED) 111 nNAt£a"%d°� 'A"LOCATION r"D"TREATMENT pMP OB2210-pY (NONE IF OMITTED) I I H328=3-PLY,2xB,HEADER FB214L=2-PLY,14"LVL,FLUSH BEAM w 0822,O-PT=2-PLY,2xIO,PRESERVATIVE TREATED,DROP BEAM MARK'A" LOCATION MARK"C' TYPE H HEADER L LVL DB DROP BEAM LS :.....A " L........:f... ———�, i.....................c.............:........_€................. FR FLUSH BEAM P PSL •.� '•...• .......,\ ..... ............... i UT UP-TURNED OIL GLU-LAM j ``-✓ I RB RIDGE BEAM HE HIP BEAM - - r Consulting S=awal Enginca,Inc. MARK"D" TREATMENTSTEPS _ P7 PRESERVATIVE TREATED PER ARCH DWG 53 Knox Trnil,Seim 201 )NK gaon,DL9 0f720 W WOUJANIZED __ - am•w.cse-ma.com CONVENTIONAL LUMBER ENGINEERED LUMBER TYP -- MARK'8" --- QUANTITY MARK"B" QUANTITY-SIZE PER ARCH 51.0 I -- 226 (2)-2x6 26 OWG FB 8-PT -1 "x7 2LB -x6 2 Y Y — 6 } 2 27 O — 32 — ( 228 (2)-2x8 37 (3)-1Y"x7Y." ...., :::::::::.: :::.:::4::::,..:::::::::L:::::::::.._:::::::..:::::::.::::::::::::::::::::::::::::::::::::::::::..:::::::..:::::::::c:::::::::..:::::::::_::::::::::.::::::::::::.... Sze (})-zxe zB (2)1Y'xBY, I ............. 2210 (2)-2x10 39 (3)-1Y"xeY" PIER BELOW PER I 2x PT T a 16' .C. r ......_.................._...... .......__...._...._......._...... ................_............................_.... ....................._....._......_...._......_............Hf�...... .......... ......... TYP 1 }210 (3)-2x10 211 (2)-1Y"x11Y" FNON PLAN, z2lz (2)-2x12 311 (3)-114"0nY" 3212 (3J-2x12 112 (1)-1Y"x11w" B ..-.. ..-.. -— — - - —- - - - - -P7 , - 2 1�xil anz (a)z z z z O � I ............. a I f 3 114 (2)-IY'xl4' WOOD RAMP PER S1.0 214 (2)-tY"x14" ARCH DWG f CONTRACTOR PLEASE T10TE: m v NO STRUCTURAL CONNECTION _ v v BETWEEN DECK AND(E) ....._ __.�............. ..............................................._.. W o ......_..................................._......K...._...... ` f'.. O s-...r. :c.. 1... rn x\ r vF .....'..... — cn .r t.. i o SO ID BENEA H POST I :...i_......._..................__....__...__................._...._......__.............�.. ...........__............................_ / UP.TYP ,........ •� Co i r: ..✓ 2x6-PT EA SIDE. \s r)K'TIMRFR101L � ��� f2 — — — `/ I T— SCREWS O 8"O.C.STAGGERED U o, ...................1............-----_-----_.................................................;..........................._......................................................._................................... .... Co ..... :..._4 TITLE: ....`:: ::::?...:::'::::::::::.::':..::::..:...:::.::::::.:._....::::::::......::::-::::.:::::::::::::.::::::::::::::::':.-::::-:::::::::::::::::::.:::::::::::.::::.::.:::.::::::::.......:::::.._:::-:::".... ELK FLR DAVITY_ � FIRST FLOOR s --- -- SOUR-BE"EATH POST UP.TYP . FRAMING PLAN ........................................................._...................,._1........................................................................._....................................................................... 1 FIRST FLOOR FRAMING PLAN NOTES: v Q Q Q 0 DATE ISSUED: yE 1. SEE MAKING SO.,FOR STRUCTURAL NOTES AND ABBREVIATIONS. 03.04.2016 d{ 2. POSTS DENOTED"Pf SEE POST SCHEDULE. I REVISIONS: 3. SAID BLOCKING TO MATCH JOIST DEPTH SHALL BE PROVIDED CONTINUOUSLY ALONG ALL JO15T SUPPORTS UNLESS T — SUPPORTED BY JDIST HANGERS OR FASTENED TO A CONTINUOUS RIM BOARD. r r ..........._:......_......................_...._..................._.....)_.......................................,.............._..........................................................._.._........................... - - - VERIFY FND J UNDER NEWNPOST..BLKNFLR CAVITY SOLID AS REO'D DRAWN BY: A.JB PROJECT#: 8 �c 04465 ag DRAWING NO.: S2 . 1 FIRST FLOOR FRAMING PLAN n L 4'=1*-0" v r STAMP: 1 2 3 4 '$�y80Ft4a_A . 3TRLAt1. BEAM SCHEDULE UT BM PER PLAN HZIA CUP EA SIDE 77 -' B FRAMING MEMBER SIZE ' —. FOR BUILT-UP LVL BEAMS: OUANTM(PLYS) C'TYPE(2x IF OMITTED) FASTEN BUILT-UP PLYS TOGETHER AS (E)COU G 'A'LOCATION 'D'TREATMENT RECOMMENDED BY MFR PER PLAN EXAMPLES D��1B122LL1100-PT (NONE IF OMITTED) H328=3-PLY,2x8,HEADER F8214L=2-PLY,14'LVL,FLUSH BEAM 082210-PT=2-PLY,2x10,PRESERVATIVE TREATED.DROP BEAM L........ .. _................................................ MARK'A' LOCATION MARK'C' TYPE rR HEADER L LVL ';::, ' —�'---'-""II"R'A v DROP BEAM LS LSL ....................................... ......................................................................... :: ,FLUSH BEAM P PSL ) d _...UP-TURNED CL CLU-LAM :._............._...................._................._...f......_...: r -.'<I;::..._......__ .:T,........ RIDGE BEAM - .........::::::::•1 ��!x.r.:. ...... ...... .......... .. ...'... .........HIP BEAM - MARK'D' TREATMENT - - .!�f �• ^' Consulting S—c,,,l Engine",Inc. PT PRESERVATIVE TREATED K[�o.Trul$uiic 21)1 W WOLMPNIffD n UP-TURNED BEAM AT REST ROOMS if `` .................._. .._......._............................._. _......._.................... s;ate°°'�"'D�om° SCALE:1 I/2'=1._D. ......._............._..............._.....;=......_.........i:....;....._..._ ......_ c Ig CONVENTIONAL LUMBER ENGINEERED LUMBER I L. 1 MARK'B" OUANTITY-SIZE MARK'B' OUANTITY-SIZE I 1 " ........................... 226 (2)-2x6 25 (2)-IY'xSXi' 326 (3)-2x6 27 (2)-lY"x7Yx" 228 (2)-2x8 37 (3)-lY'x7Yx' j .......................J.....; 328 (3)-2x8 29 (2)-1 Y"x9Yx" W` I 2210 (2)-2x10 39 (3)-1Y"x9Y,. sy..'... ._... ... _....^i .................................................;'—^; 3210 (3)-2x10 211 (2)-lY"x11Y' 2212 (2)-2x12 3212 (3)-2A2 112 4' r anz (a)-zxlz zlz (2)lY'xl1 — — — �1 _ - 312 � F - - 114 (2)-IY'x14' i .. ............._................ ................_........_ € .............................................. . 214 (2)-IY'x14' I .....i.... ..._.... 1 __......_............... _.....: t.. .........{._.. .._ Q POST SCHEDULE f` r O O O MARK Slff POST CAP POST BASE :: i ........................................ ............................ .............................................. � I: 'Es$ y O.C. I,,,,. ...tfT 2xa ELq-0, 7t c :_ (D : ....... ................. - _ _ _ is [�.�. _ P424 (4)-2x4 . P226 (2)-2x6 - - ALIGN ON E I S' P326 (3)-2x6 - - ""' /�� I ... BM BELOW, m P426 (4)-2x6 - - W ..:::. W.. :: ............... O P66 6x6 A(NO�TEC�2)E ABU66(NOTE#3) 4= m "/ I x+ TS i (—V V POST SCHEDULE NOTES: C — .rm ._. _ .>, .... V 1. '-PT'ADDED i0 THE POST MARK INDICATES A PRESERVATIVE TREATED POST. 'I y L 2. PROVIDE POST CAPS SHOWN ON ALL FREE STANDING POSTS OR AS INDICATED U O ON THE DRAWINGS. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS ON SPECIFICALLY NOTED ON THE PLAN. 3. AB BASES ARE REWIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. s ,�,,,,, a/ -� - SEE ROOF FRAMING _ PRO TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAM. PLAN FOR BM/HDR m BASES NOT REWIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED .,. NOT DEFINED ON ON THE PLAN. i ...........................i ......... THIS OWG,TYP TITLE: h ...... ......:... .._.j. ..P66-PT ... :. ................._......... ::.. ::::: a E S COND FLOOR 1: PRONOE POST CAP.PER SCHED FRAMING AND .......... ......... .. _... CEILING PLAN 5z.z I ATTIC FLOOR/CEILING FRAMING PLAN NOTES: i ?I "� """" m\ s 1. SEE DRAWING 50.1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. I ' DATE ISSUED: '-\ :..................................._...................._................................_..........................._.............,..............................._......................... 3.04.2016 0 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. VERIFY ALL REVISIONS: pg HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 3. ALL NEW CEILING JOISTS SHALL BE PROVIDED WTiH LATERAL SUPPORT BRIDGING AT A SPACING NOT EXCEED 8 FEET ON CENTER ALONG ;�I THE JOIST SPAN WHERE ATTIC FLOOR SHEATHING IS NOT PRESENT. BRIDGING MAY CONSIST OF SOLID BLOCKING BETWEEN JOISTS OR t r MINIMUM 2x4 CONTINUOUS WOOD STRAPPING FASTENED TO THE TOP OF EACH JOIST WITH 2-10d NAILS.y C ....... P424 .. dl 4. REFER TO THE ROOF FRAMING PLAN FOR HEADERS AND BEAMS NOT DEFINED ON THIS DRAWING. p "" ° — �— — — — .......... ,rW UhW ND{,;..:. .. ..... .. ........ UhK HON:..y;„ ...... ...... 5. PORTIONS OF THE EXISTING FRAMING SHOWN ON THIS PLAN REWIRE TEMPORARY CONSTRUCTION SHORING TO FACILITATE THE INSTALLATION OF NEW FRAMING. SEE TEMPORARY CONSTRUCTION SHORING NOTES ON DRAWING 50.1. m + DRAWN BY: AJB PROJECT#: 04465 <Y . g ' DRAWING NO.: y S2 . 2 SECOND FLOOR FRAMING AND CEILING PLAN L 4"=1-0 r STAMP: BEAM SCHEDULE = B"FRAMING MEMBER SIZE QUANTITY(PLY$)� � C'TiPE(2x IF OMITTED) "A'LOCATION 1.1__L_l "D"TREATMENT , AMP DJJJDOZ2L22.11LD0-PT (NONE IF OMITTED) H328-3-PLY,2x8,HEADER FB214L=2-PLY,14'LVL,FLUSH BEAM 082210-PT=2-PLY,2xIO,PRESERVATIVE TREATED,DROP BEAM • MARK'A' LOCATION MARK"C" TYPE ................ v ............................................. ....... - H HEADER L LVL :"1fiR 9Y1K..,,.�......... .................................................... (;�"(jj;?'Tlir DB DROP BEAM LS yy FB FLUSH BEAM P PSL E r 4 ( UT , I.................................................. UP-TURNED CL ' "" ^1 RB RIDGE BEAM HB HIP BEAM MARK'D' TREATMENT Consulting Structural El ginc=,Inc. i PT PRESERVATIVE TREATED ............. ......._ .'::. � >` .. ............... .. ......... ................ 53 Anon h1A 01720 I)1 W WOLMANIZED %/ ,' f _--cut,_--cut,CONVENTIONAL LUMBER ENGINEERED LUMBER r ..............................._.............................. ..-................. ]L MARK'B' OUANNTY-SIZE MARK'B' QUANTITY-SIZE 226 (2)-2x6 25 (2)-l-Y'x5h' f 326 (3)-24 27 228 (2)-2x8 37 (3)-1%'x7Y.' .2 2210 (2)-2x10 39 (3)-1�;'x9Y' FASTEN EA ENO HOR LIMIT OF(E) -� 3210 (3)-2x10 211 (2) 1-y'x11Y' TO KING TUD SEE ROOF,TYP NOTE/3 IS DWG, '�' { zzlz (2)-2x12 311 (3)-1Y"xnY' P 3212 (3)-2x12 1I2 .. 4212 (4)-2x12 z1z (z)i-Y"xil B — .... tt ........................ ..._ ................................................. p — — 312 (3) 1�"x11 I 1......... �w..... ..T. .�f 114 i { .... 214 (2)-1-Y'xl4' i....... ..... .. ....................... -_ 1 O _... ...... ........................ ..................... ............ ...._ ...._.. ..._1.. f r Q' i ..._F............_...._..... ... _f_............._.....-.. ....... ......._..................__................_ ... _..... ..... O POST SCHEDULE { I.f O I MARK SZE POST CAP POST BASE -- u f } P324 3)-2n4 - - a.� t a^O.G.: f ............... _.. ...... ....- ..... .. __a 1= � s ( RIDGE i .....c•s. iRiQC{.. j s: Paza (4)-2x4 .;f.. �Q:'xFri., m _... — .............................:.............................. . �..'{..... P226 (2)-2x6 ...S.............. l-1. I P326 (3)-2x6 - - .i ....... i i P426 (4)-2x6 .r P66 6x6 A(NOTE�2)E ABU66(NOTE A3) i _ -":�� "^p;j i ... .. ) _ m � _.,; I i - - r POST SCHEDULE NOTES 1 V !— — ... .. ,` "•t — \ \ — � — — - I H228 I .. .. .. \. . t ... ., - O-.I. ..... ......... .. _ I. '-PT,ADDED TO THE POST MARK INDICATES A PRESERVATIVE TREATED POST. - �' i�, 2. PROVIDE POST CAPS SHOWN ON ALL FREE STANDING POSTS OR AS INDICATED .� ) , _ U irl ON THE DRAWINGS, CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS J,. ......... ..... ...,!........... { ........ ................................ ` FASTEN EA END HD SPECIFICALLY NOTED ON THE PLAN. ' ' '=. TO KING STUD SEE R 3. AB U BASES ARE REWIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. { yx'' ' NOTE @3 THIS DWG, PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAM. I { TIP m BASES NOT REWIRED FOR POSTS"THN WALLS UNLESS SPECIFICALLY NOTED { -ON THE PLAN. r TITLE: 1 -- ROOF FRAMING y ) PLAN .....) ............E................. . ....� ... ... .. t.... c ROOF FRAMING PLAN NOTES: ' \ DATE ISSUED: 1. SEE DRAWING SO.1 FOR STRUCTURAL NOTES AND ABBREVIATIONS {\ ( 03.04.2016 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL REVISIONS: DRAWINGS. VERIFY ALL HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL / r DRAWINGS PRIOR TO CONSTRUCTION. PROVIDE TRIMMER AND KING STUD WANTITIES PER W000 CONSTRUCTION .:.;........J._........ .... _................................................._............................... ........._.............. .......-......_:................_......._........................._..............'.... . NOTES ON DRAWING SO.I, y 3. ALL NEW HEADERS SHALL BE CLIPPED ON EA END TO KING STUDS w/SIMPSON LPT4. 4. PORTIONS OF THE EXISTING FRAMING SHOWN ON THIS PLAN REWIRE TEMPORARY CONSTRUCTION SHORING TO "HDR-1' •`'f"Uiw�H _ FACILITATE THE INSTALLATION OF NEW FRAMING. SEE TEMPORARY CONSTRUCTION SHORING NOTES ON DRAWING SO.1. m DRAWN BY: AJB 13 �s PROJECT#: 04465 DRAWING NO.: I� S2 .3 go ROOF FRAMING PLAN r STAMP: 1 2 3 4 SHEARWALL SCHEDULE FASTENER FASTENER BLOCK RIM JOIST/BLOCKINO TO PLATES(SEE NOTE/3) TOP PLATE SILL PLATE ATTACHMENT SOLE PLATE ALLOWABLE CAPACITY ` L j MARK SiEENG SPACING SHEATHED F TYPES EDGES,LING FlEIDF N'UNG MIea EDGES NAILING A}5 CLIP LTP4 CLIP HGA10 CLIP SPLICE LENGTH ANCHOR 11 PLATE NAILS�TORIM SEISMIC WIND i ',1(6 ),y } BOLLS WASHERS JST OR Bll( LOADING LOADING . Id I6d®4"O.C. AB-1 0 q /�NAL'9 SW-4 N;WSP 16"O.C. ONE 12"O.C. 2x (TOE) r_cl H� � N/A 48" " 0.229"x3"x3" I6d®4"O.C. 350 PLF 490 PLFI6d®3"O..(DIRECT TO AB-1ifa WSP I6'O.C. ONE 3"O.C. 12"O.C. 2x TON WALL 1a.O.C. 48" 32"0 C 0.229"x3"z3" 15d 0 3"O.C. 451 PLF fi30 PLF � PLATE) SHEAR WALL SCHEOUEE NOTES: _ _ _ yyy ........ ........... 1. ALL SHEAR WALLS SCHEDULED ABOVE REPRESENT BOTH EXISTING EXTERIOR WALLS AND NEW INTERIOR SHEAR WALLS. ALL EXISTING WALLS DESIGNATED AS SHEAR WALLS MUST BE REINFORCED TO _r g x MEET THE SPECIFICATIONS IN THE TABLE,NEW STUDS,SHEATHING,FASTENINGS AND HARDWARE MUST BE PROVIDED TO SATISFY THE SPECIFICATIONS IN THE TABLE. I I :' b 2. REFER TO THE TYPICAL DETAILS AND GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING RIM JOIST/BLOCKING FASTENING,AND ANCHOR BOLT SCHEDULE. " f `, ....... ) 3. ONLY ONE(1)OF THE LISTED ATTACHMENT METHODS IN THE TABLE IS REQUIRED TO BE USED. Consulting Structural Engineer,Inc. i ..: 53 Koo.Trail,Suitc 201 i Acton,D1A 01120 - / _.cse-ma.co. • HOLDOWN SCHEDULE FOUNDATION ANCHORAGE(L.) POST ........ MARK H 7�1PO POST INSTALLED E CAST-IN 2x4 WALL 1,1 WALL A.R. S1EM WALL SEAR PROVIDTE AB-1 1 E0 32"O C AND H2.5A _, ..........,.I _./ ...I PROVIDE AB-1 0 32"O.C.AND H2.5A OIA EMBEDMENT EMBEDMENT ()WALL PER SW-4, € RETROFIT(E)WALL PER SW-4, OTTiZ OT71Z N/A 36'LAC SREW TO SILL (2)-2X4 N/A I CLIPS EA RAFTER TO WALL PLATE -' CLIPS EA RAFTER TO WALL PLATE HOEDOWN SCHEDULE NOTES: - HDU5 HDUS HDt/5 t:- 3 HDUS i. HOEDOWNS ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO.(www at...9tis ) " - 2. 'A.R.'IN SCHEDULE INDICATES ASTM F1554 CR.36 ANCHOR RODS. SW-4 SW-4 ;. --- SW-4 3. POST INSTALLED ANCHORS IN SCHEDULE INDICATE ANCHOR RODS INSTALLED USING SIMPSON'AT' -HDU5 { HDU5 ADHESIVE ANCHORING SYSTEM. 4. 1. IN SCHEDULE INDICATES EMBEDMENT LENGTH. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. REFER TO MANUFACTURER REQUIREMENTS FOR PLACEMENT DIMENSION BETWEEN POST AND 53.1 ^W, C/7 ANCHOR ROD. I • �: p 0 p r 0 2.6 CONT BLK ALONG BTWN EA m V�^` a t. RAFTER ALONG TOP PLATE OF SHEAR W WALLS PER PLAN,TOE NAIL TO WALL HDUS 0 3 2x6 CONT BILK ALONG BTWN EA PLATE w/16d 0 4'O.C.MAX o m RAFTER ALONG TOP PLATE OF SHEAR U Q WALL$PER PLAN,TOE NAIL TO WALL `Ly ( I .( .... _ "' .. *;T PLATE n/16 ®4"O.C.MAX j i ... s ... HDUS O "\ N -_..- R 531 +7 VI .,..."...% '. \_(E)ROOF RAFTER i� (E)CLG JS7 u s 3 s 3 -EN TO WALL PLATE H z Fs i VIFE P A ....... (E)ROOF RAPIER PER SHEAR WALL /Z I : m 1 2 m ®:m ®m v (E)CLG JST H2.5A EA RAFTER TO SCHED �.1 I w' S3'1 I 53.1 s •� U WALL PLATE NEW SHEAR WALL EN TO WALL PLATE SHEATHING PER PLAN HDU5 HDU5 V HDUS PER SHEAR (E)EXTERIOR WALL -SILL ANCHOR NEW .SW-4 SW 4 0 0 ti DESIGNATED AS A n - - - - - OR RETROFITTED PER � s 0 0 ti SHEAR WALL PER - ' o_ � .............. ....... ........__.. DETAIL 1/50.3 I ( -. _....._ � I-1 H2.5A EA RAFTER TO PLAN HOUS HDU5 HDU5 V Vim_ WALL PLATE (E)SUB PLR,VIF /"� - -PLATE NAIL SOLE TO RIM JET w/ - 16d 0 SPACING PER SHEAR WALL FRAMING CLIP OPTION SCHEDULE (E)E%T PLANK RIM TO WALL n/ININFILL(E).OPENING m SHEATHING TO LIMITS OF EN TO SOLE PLATE 1; DTT1Z PER SHEAR WALL RETROFIT(E)WALL PER SW-4. /2 4®16'O.C. RETROFIT(E)WALL PER SW-4, REMAIN,VIF DESIGNATED SHEAR SCHED PROVIDE AB-1 0 32"O.C.AND H2.5A PROVIDE AB-1®32'O.C.AND H2.5A INSTALL SHEAR WALL '� WALL WHERE OCCURS SHEATHING PER - CLIPS EA RAFTER TO WALL PLATE : CUPS EA RAFTER TO WALL PLATE 4 PER PLAN(SEE / TITLE: _ PLAN/SCHED ON INi FOS �` SILL ANCHOR NEW SHEAR WALL SCHED) OR RETROFITTED PER OTT1Z DETAIL 1/50.3 m EN TO SOLE PLATE %� ... ... ..... ... .... PER SHEAR WALL I STUD LAYOUT AND SCHED �.. BRACE FRAMING ... ... y \ (E)SLAB VIF T FN N .:: -(E)SLAB ITTII PLAN T FN VIF II II i r.......... I I" ,u Ditiz r \..__...u. .....................:......._.......... I ::::::::i ::::::: ,:.:::: :...>.. ..._... DATE ISSUED: §' ..... ...............: 03.04.2016 EXISTING EXTERIOR WALL REINFORCEMENT SHEAR WALL REINFORCEMENT \ `5 aEwsloNs: L SCALE:1 1/2"=1'-0" SCALE:1 1/2"=1'-0" I OOOy- STUD LAYOUT AND BRACING PLAN NOTES: \ U / �- - -• '•r 1. SEE DRAWNG 50.1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. m2. ALL WALL LAYOUTS AND ROUGH OPENING LIMITS SHALL BE AS INDICATED ON THE ARCHITECTURAL PLAN. ANY INFILL(E)OPENING CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE w/2x4 O i6"O.C. A.JB (E)OPENING DRAWN BY: ATTENTION OF THE STRUCTURAL ENGINEER AND ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE w/2x4 B Ifi'O.C. WORK. I PROJECT#:�c 04465 3. UNLESS OTHERWISE NOTED ON THE DRAWING,THE MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS IS 2z4 0 16'O.C.ADDITIONAL STUDS MUST BE ADDED TO MEET THIS REQUIREMENT WITHIN EXISTING IN " g DESIGNATED AS SHEAR WALLS ON THE PLAN. DRAWING NO.: �yggg 4. HOLDOWNS DENOTED"HDU#',SEE HOEDOWN SCHEDULE ON THIS DRAWING AND DETAIL 1/S0.3. 5. SHEAR WALLS DENOTED'SW-/"SEE SHEAR WALL SCHEDULE ON THIS DRAWING.ALL EXISTING WALLS DESIGNATED AS SHE WALLS ON THE PLAN MUST BE REINFORCED TO MEET THE SPECIFICATIONS IN THE SHEAR WALL SCHEDULE C l TABLE.NEW STUDS,SHEATHING.FASTENINGS AND HARDWARE MUST BE PROVIDED TO SATISFY THE SPECIFICATIONS IN J J , R9pF THE TABLE. a3 B. NALL OTE NEW FRAMED ON DRAWING OPENINGS SHALL BE FRAMED WITH TRIMMER AND KING STUD QUANTITIES PER WOOD CONSTRUCDON STUD LA I UUT AND BRACE FRAMING PLAN LWV4" � - ------- .1 �', � � I :,: ,� � :�, I ,,� I .I . " I..�I,��I.1�,�. , ;,�- ""', ,,W,,;:��,� , �,,� 1-,'--�.....� e�;7, ���%-�--­ �--— 11 11........I.. . .1 11 "I 11 ­-—' I — I'11j,", "I'll I "W .. , . 11 11�� — --�,� , .�,,"T���" , '1i*1��;�7:,,� I ——7 , ,=Tl' 11 I '' ..'' 11 —... 1!. � 1. I,. .1 11 ...... � I,,, ",'"111-1--, 11-1��� - 111. , �11 —.,"."-. � , ",,.1,i . 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I , I%-%11 I 11. 11-�. ,�, -��,,�:- -,, .41 1- ,,,�,,,,"" -`,� - -,i��,-i;�S��,� �,q -�,, �oi,,�� �z� ,�'_ z_ Z���i�z , ��`�%"'��,��,u �'�<-v�l .11,i,,�.'O.".�.: ",11.17-�...:,:,i< ,, I f�� �I�I 1,.1 I -:,i'�. ,:,f�,�,,,��i,� -,�� .,"i- , �z:j-z��iii,l,,�zz,zf��;'.'�f:,, . , �: , , � , � , . I-,zl�*f I . z" ,� ::�z,,,,���i z,� 'm ,I � -rf nznz" - " .% , ,��<I f�l 11%%,'m'n lll�.1.&�� z�z;i, -....................................- 1. I I - - . I ��,1 -- I -- � . i m 994 CRAIGVILLE BEACH RD -. •Q E NTE RVI LLE 9 ' MA- 02632 = CRAIGVILLE BEACIi MA SC W . CO w *,00 R m, Hudson m �W r •I. ar, DesignGroup , _. _ a� y �.•'� -yam _ 3 : e„rtPo.. •eaa c� i�a F F'4 .� s "t` 16W OSGOOD STREET ",a ,4 .,, '. " �_. ''� q,- � ;• -:a•• "� - [ BUILDING ZO NORTH,SUITE 3090' TEL:1978J 557-5553 41 WF _ ✓, ,..m. `. '!v 4' -X' 'ae,, E �• .. m s :i a ' ,r ;-x4- x. U1''R, -N.ANDOVER.MA D7845 FAX:19781 33�5586 -.'. .. ma ego--,w, ,y -: "� v,-.. t r,.a.,,•r"..�?s. « � , .i".� . -fl„'Ni" 'x:'+ w ��.ad,.. - J: � �y� kk } t. , . '°�'- '>•r`A`"` �..`Y"v :.-.. ', _.., = ^4=-..a ,��F29ra s.rya": `�' 3C�++�:. ' ,�,. .. - a _ L r , r ' ..y ss.�'"�^'"...; 1 , CREAS[ • lr� , S �JJ iv.. r" n r- o , a f, - !vg x CHECKED BY: JX APPROVED BY: DJC 3 SUBMITTALS ,�`; .: *...• - s� _� s: '-�'. �-' �. r _.�' - ` � ¢P :.,` p 'e �kE�, REV. DALE DESCRIPTION � � BY a -arr<a • :..- _•_ �' .. � r :.-,. ;�•- ""a':' _ . :_;" � *;x �,.«.. -^. Spa '',..�,, ..-�. � i �'` - 1�;' _ 4 12/11/15 REVISED PER COMMENTS CP 3 0.1 27 15 ISSUED FOR LEASE E7IF®R JV .. 3 e - _ 4 '��; " .�•,- .� _,,��.�.-�'. ' a s ';1 ( ."' �� '.vwwai _ - 2 OJ/19/15 6SUED FDR LFiESE E7fH®If JC •y. 4��.. :, T: „. , �T • - '� _ _ 1 E/13/15 ISSUED FOR LEASE DHBrr JC .t '...+"".,, ': ` .:'�" �., ":'c,- ,, ,. D; 03/10/15 ISSUED FOR LEASE EXH®If J� ^. . � J- :��" "^�fw=_. � <- ._,.... ^. •'..n,a, :. '�., t � _ -�, � � SRE NAME:' ,. b=. CRAIGV n s� ILLE BEACH SC — — _ n ,F` 1 � �. � .y:-„" `, •4 `� .,i..,. =.,, ".�'r r ^y�,•: �" `ig` .SfTE ADDRESS: a s m � t *� 994 CRAIGVILLE BEACH RD � w , ia ��,-� +a `�` � ��� ��,�' r •.� CENTERVILLE. MA 02632 n m "'' wa.' x- - =.,sue. Yr" ,# -. T, �.� - c '1. •4 �n^' `, 3bax.:.:, .z' , . . .. i SHEET TITLE 14 52' KEY PLAN �\ I z 44 R AZm KEY PLAN. SHEET NUMBER. Z �N SCALE. N.T.S t 1 .. - - + _ APPROXIMATE LAT: N41 38' 13.78" L�1 COORDINATES: LONG: W70' 20' 22.53" a ,# STRUCTURAL NOTE: LEASE EXHIBIT: m AN ANALYSIS OF THE CAPACITY OF THE EXISTING THIS LEASE PLAN IS DIAGRAMMATIC IN NATURE AND STRUCTURE TO SUPPORT THE PROPOSED LOADING IS INTENDED TO PROVIDE GENERAL INFORMATION HAS NOT BEEN COMPLETED BY HUDSON DESIGN REGARDING THE LOCATION AND SIZE OF THE GROUP, LLC. DRAWINGS ARE SUBJECT TO CHANGE PROPOSED WIRELESS COMMUNICATION FACILITY. THE x - PENDING OUTCOME OF A STRUCTURAL ANALYSIS. SITE.LAYOUT WILL BE FINALIZED UPON COMPLETION W OF SITE SURVEY AND FACILITY DESIGN. W cn Jlot Hudson &D " Design Groupuc 1600 OSGOOD STREET • BUILDING 20 NORTH,SURE 3090 TEL:(9781557-5553 -N ANDOVER,MA 01845 FAX:(978)336-5586 PROPOSED ANTENNA ELEV. 31'-5"f A.G.L a EXISTING POWER OF PROPOSED ANTENNAOIL Iz � ELEV. 30'-2"t A.G.L 33'-2"t.A.M.S.L PROPOSED LESSEE (1) P ANTENNA 12"0 X 28.7"H z Via• "�' �' 3 4 , TOP OF EXISTING UTILITY POLE r ELEV. 28'-6"t A.G.L _ z' PROPOSED WEATHERHEAD EXISTING SECONDARY = 7- y r <\ POWER EXISTING_ SECONDARY POWER _ EXISTING FIBER v C C EK OL E- E T, ELEV. = 23'-10"t A-G.L � cI�," n f i 26'-10"t A.M.S.L x r_ - , .. .. -�. _. _ '•. :EXISTING UTILITY UTILITY POLE - NET&T #PSMA. 84—AA PROPOSED RGS CONDUIT TO METER EXISTING CONDUIT (TYP.) EXISTING FIBEP. - L EXISTING FIBER BY: JX f1 ELEV. .17'-10"t A.C.I „ _ v. CHECKED e - ., _ _ - _. - -� -, _ti . APPROVED BY: DJC y M EXISTING UTILITY POLE LO 20'—t0't A.M.S.L° PROPOSED FIBER-IN 2" U—GUARD ;{ NET&T #PMSA 84—AA M N 'PROPOSED FIBER,DEMARC PROPOSED (1) 1/2" COAX 1N 2" SUBMITTALS BY FIBER PROVIDER ® 15"'AGL CONDUIT FROM RRH TO ANTENNA :` a `I PROPOSED FIBER RP 1 co (Fl20NTHAUL &.BACKHAUL) .� REV. DATE DESCRUMN Of PROPOSED AC/DC CONVERTER • L PROPOSED LESSEE - PROPOSED RGS CONDUIT `.:(1) AWS RRH - ; • e - v - . r �, r . �s� .. a= 4 12/11/15 REVISED PER C01 4EMS CP - PROPOSED LESSEE 60A FUSED - 3 03/27/15 ISSUED FOR LEASE DMrT .- PROPOSED SAR—D ,` /19/15 ISSUED FOR LE4SE DMIT JC DISCONNECT & SURGE ARRESTOR '. ., � � z o3 7 f- '4 1 03/13/15 ISSUED FOR LEASE E701®R JC 0 03/10/15 ISSUED FOR LV%DHBT JV i PROPOSED LESSEE METER Q 0- -5 ` srrE NAME: ;. (METER SHALL NOT BE MOUNTED ON STREET SIDE) w' _ - - _ 4f EACH CRAIGVILLE B _ 1 MA SC .3 ' 5' TO 8'-6" (AGL) m 1 SITE ADDRESS: IN ACCORDANCE WITH DAN 4 994 IGVILLE CH RD CRA BEACH J i UTILffY COMPANY ; .. .1 :'r��, REQUIREMENTS CENTERVILLE, MA 02632 41 GROUND LEVEL � � ^, a 1I C SHEET TITLE ELEV. = 0'—O"t A.G.L 3'—O"f A.M.S.L r f � — _ _ � ELEVATION & PHOTO I, TI PROPOSED GROUND ROD. t- ro - SHEET NUMBER GRAPHIC SCAI F F ELEVATION I T_ 1 0 1'-4' 2'-6• s'—a• 2204 SCALE: 3/8"=1'-0" L-2 = EXISTING PHOTO DETAIL @ L-2 1107 SCALE: 3/16"=1'-0" SCALE: N.T.S L-2 t F LEASE EXHIBIT: STRUCTURAL NOTE: CRAIGVILLE THIS LEASE PLAN IS DIAGRAMMATIC IN NATURE AND AN ANALYSIS OF THE CAPACITY OF THE EXISTING m IS INTENDED TO PROVIDE GENERAL INFORMATION STRUCTURE TO SUPPORT THE PROPOSED LOADING BEACH ROAD REGARDING THE LOCATION AND SIZE OF THE HAS NOT BEEN COMPLETED BY HUDSON DESIGN X PROPOSED WIRELESS COMMUNICATION FACILITY. THE GROUP, LLC. DRAWINGS ARE SUBJECT TO CHANGE SITE LAYOUT WILL BE FINALIZED UPON COMPLETION PENDING OUTCOME OF A STRUCTURAL ANALYSIS. W OF SITE SURVEY AND FACILITY DESIGN• EXISTING N " EDGE OF PAVEMENT Q Hudson Design GroupLlc h PROPOSED`LESSEE EXISTING UTILITY POLE 16000SGOODSTREET ' 12"Ox2B.7"H #PSMA 84—AA • BUILDING 20 NORTH.SUITE 3090 TEL:(978)557-5553 N.ANDOVER.MA01845 FAX:(978)336-55B6- . ANTENNA. . ca - b PROPOSED LESSEE ' (1) AWS RRH ' T `. o RRH DETAIL PLAN 4 o 5 GRAPHIC PH SCALE 3 FEEr _ . _ is + �z o2�FAc 2204 SCALE: 12.0*0 e 5� =m 1107 SCALE: 1/2"=1'-0 F p`fl o DEI' K. p ft- PROPOSED ANTENNA I VI oo _ a a- tg� P • n � � � •: . d CHECKED BY: JX ' N 0 SECONDARY PROPOSED LESSEE 12"048.7"1-11 APPROVED BY: DJC " � p I ANTENNA FIBER € FIBER FRONTHAUL- GRID. SUBMITTALS �' & BACKHAUL w - REV. DATE DESCRIPTION By Aw SAR-0 p 2 OF •' '" '^ - 4 12/11/15 REVBED PER COMMENTS CP 3 03/27/15.ISSUED FOR LEASE EXHIBIT J� N 2 03/19/15 ISSUED FOR LEASE E MrT JC _. . " _ • � � - 0 d 1 O3/13/15 ISSUED FOR LEASE DW®IT JC fi. C-4 N 0 03/10/15 IISSM FOR.LEASE DHBff J! •� oov , e•'(' Lk COMMSCOPE srre NAME _ MC—MNT—TOP AC/DC CONVERTER CRAIGVILLE BEACH MOUNTING KIT MA SC z - 60A SERVICE o sire ADDRESS:. - EQUIPMENT, Of CD 994 CRAIGVILLE BEACH RD COMMSCOPE CENTERVILLE, MA 02632 MC—MNT—TS1 0 MOUNTING KIT cl\- n EXISTING UTILITY Nti POLE SHEET TRLE RADIO UNIT ' _ EQUIPMENT DETAILS DIMENSIONS: 37"Hx11"Wx6"D METER SOCKET SMALL CELL ANTENNA WEIGHT: 55 LBS COMMSCOPE NH360QS—DO—FOM DIMENSIONS: 12.0"0 x 28.7"H _ WEIGHT: 27 LBS SHEET NUMBER ANTENNA DETAIL 1 RADIO DETAIL 2 ANTENNA MOUNTING DETAIL 3 GENERAL WIRING DIAGRAM s L'3 SCALE: N.T.S l-3 SCALE: N.T.S L-3 SCALE: N.T.S L-3 SCALE: N.T.S L-3 d d 02 - �pa of lool to I I al I � ..• P" I II II II II I I I I I I I I I (V O I I I c7 I II II II II - CD I - N I O .. I I I ^ a WOMEN I I I I 03 ft II II II II # a o a PQ � Slope 1 : 50 _ r o c Concrete 3: T 3 Pro osed Changing Room Rear Elevation Deck Al Scale: = -0" 04 Kerb rat perimeteecast r of Y2 1' of concrete pad 2 06 7 81 MEN\11 E 3'-51/2'\ \` 2'-10 14/ " 0 m o 3'-0" ` 2'-6 1/2 in o I _ ) (V O ———— rCHANGING CHANGING I CHANGING_ CHANGING I - O4 *r_nniROOM ROOM ROOM ROOM I(VO ' ao 1 1 O O x 1 _ _ \ I\ al U Z ,— N - �� — -- coo - U O to N 0 I- I I I I I -III I-I III III I I III T 1 1/4" 4, 0„1 9, 4' 0" 4'-0' � o -2 O Proposed Changing Room End Elevation . _ Al Scale:%2"= 1'-0" 1 Proposed Changing Room Plan o (D •1 s~ c _ Al _ _Scale./2'- 1, 0" U � �— -- / rn U 16"Heavy Duty cranked band strap hinges(black) 3'-7 3/4" 3'-5 1/2" 2'-10 1/2", 2'-10 1/2"�/ ' i2'-10 1/2" i Proposed Changing 1'-11/2 1'-11/2" 1'-1114, Room 1'-5 3/4"_ 2 I I I o M CHANGING CHANGING CHANGING CHANGING - ROOM ROOM ROOM ROOM — M � cV SEAT � � — I tq Oval Contemporary lever gate latch with stainless 60 1 1 to steel protector by 360 yardware Ftl- . -(p - ... SEAT SEAT - SEAT (V Y _ .. .. .. 6"/ LPtf: LnTE: ' — — T-1 1/4" 4'-0° 4'fli -0°� d bY' 1 4 Proposed Changing Room End Elevation '2 Fero osed Changing Post Layout Permit#: black internal latch with keep Al .Scale:Y2"= 1'-0" Al 1 „ Scale:/2 = 1' 0" 1 If .� 2x2 Cedar rails,nailed with 2Y2"ring nails at each rafter 2x8 Cedar rafter notched 2"into double s _ beams,angled,predrilled and recessed - n' offset 6"timberlock screws E W l 10 1 O Aio N io d O 0 O io y "" 01 01 1 01 1 OI 2x8 Double Cedar Beams bolted through 4x4 cedar post with Y2" stainless steel bolts and 1"washers ,� ' iv O O j O O O O O O 111 . 2Y2"x 2Y4"Cedar cap with Y2" `n - O 1 - O recessed base for2x6 cedar rail and 1 cedar ship lap fence,s/s ring nails 18"Heavy duty crEnked band strap hinges(black),mounted O 1 \ r,1 to close door w an unused \\ \ \ \ \\ a C) 6"black intern I latch with N - keep \ \ I \ \\ j C mount stainless ste I protector `\ \\ 1 1 \\ \ 1 > rn 91 high to protect fenc from latch if left open \ 1 1 o 0 06 O I O I w � N o 10 0 10 11111 o 0 1 Z E _ I 1x6(3/4"x5Y2'")Cedar shiplap - \ 6 \ t>3 U d boards screwed and plugged �. O _ Oval contempora lever gate - U .-• through predrilled holes into every latch with sta Ness steel `\ \ `\ E-I rn � 2x6 Cedar rail,2 screws per board protector by 360 yardware \ I I \ \ I at every rail \ \ I I \ 2Y4"x 6"Cedar fra a to doors with 3/4"x5Y2"dia onal brace 1 1 \ fixed to shir lap boards � I 1 71 ` 2'-211 \ \ l\\ ,\ —- — L (D 51/2" \ 51/2" 1 51/2" rA \ 1 O Simpson 4x4 Stainless Steel ABU m N O I 1 - O I M Adjustable Post Base with 1"stand O O O O -O O 1 W I � rn . off,stainless steel bolts _ ' Simpson Strong Tie SET epoxy tie _ O O O -0 ca U for post base anchor into precast � ' O O O concrete kerb L_J ll L_J L_J o U O 2'-61/2" n T-1112 n M t~ 0 o u u u u U Q, Co .. .. C. U Q U O = ' CZ DA2 Typical Fence Section 1 Door Elevations, 3x 2'6)/2"door& 1x 3'1%2"door III Scale: 1%2"= 1'-0" A2 Scale: 1%2'= 1'-0" U �4 rn U Proposed Changing Room-Details 18"strap hinge 4x4 Cedar Post Cedar rail with 1x6(3/4'x5)/') - 2Y"x6 Cedar with 3/a'x 1"recess for cedar ship lap boards shiplap and Y2"champhered edge, Y4"inner frame to be glued and l screwed,through predrilled holes - - - I with stainless screws and cedar - plugs w"KMB I u�: IHEET 3 Door Plan Detail (typical) A2 Scale: 1%2"= 1'-0" A2 EXISTING CONCRETE �� .• lei WALK TO REMAIN I' a _.a. ;t CUT AND REMOVE 4X4 P.T.POST ON POST BASE PORTION OF EXIST ON EXISTING CONCRETE WALK CONIC 12'-3 1/2" 4" SIDEWALK 4, 6-7 1/2" 5'-6" BLOCK POSTS 6'-0 1/2" 5'-2 1/2" v 2 4 3/41, 4 3/4" 3 EXISTING CONCRETE NE g ; WALK TO BE REMOVED 11" (2)2X10 P.T. N �� CD o ... Q P. 2X 0 DECKING TO rn g 1 "C C. "v f MATCH EXISTING _ — - - .... 3/4' M c N o NEW ALUM HAND RAIL' NEW DECK 4' 10 /4" TO MATCH EXISTING 5'=3 - - T=0 1/2 +_ -- _ 4X4 P.T.WOOD POST _ _ Q ON POST BASE - o ro 2X1 LEDGER 1 1 3/4".,. (TYPICAL) 2 p - - — ----i1 . .._.._._ o 10"DIA CONC FILLED N SONG-TUBE FOUND BOLT LEDGER TO SOLID I O 10"DIA CONIC FILLED MIN 4'-0"BELOW w BLOCKING W.5'DIA STEEL +I c0 0 SONO-TUBE FOUND GRADE(TYPICAL) a C9 BOLTS @ 12"O.C.STAG. N 4'--5 1/2....... O 0.2 o MIN 4'-0"BELOW o o [� cn o0 to P. 2X 0 •� CLEAR GRADE(TYPICAL) in cX�l 1 " C o _ ---- BOLT LEDGER TO SOLID STAIR STRINGERS ca X @ 1.2"O.C. v BLOCKING W.8'DIA STEEL 2 1/4" 4X4 P.T. POST ( )2 0 BOLTS @ 12"O.C.STAG. (TYPICAL) 9„ ,I — FIRST P.T. 2X12X 14"LONG v WOOD FOOTING MIN +I 4' 10 /4" ' RELOCATED ... AID 6'-9" STAIR 2'-0"BELOW GRADE ILUd / 0 P.T. 2X 0 1= g 11"TREADS,. EXISTING POST 1 C 1 " _ ~' TO REMAIN �I• ( cq - - - r O2 0 ! Ll n I. I. � o U N t d _ �- q a> o ........ .._. U O m -_ _...... - - - EXISTIN_G (NEW) DECK __. .. >toy, 0 Q — ---- -_ _+21__ _...._- ... _... _ ----. _.. EXISTING - -- - - -- lv rn - ... ....... ................_ UQ O) o �I D N I � _ _f _ _ -- - DECK ADDITION SCHEDULE OF INSPECTIONS: 1 DECK FRAMING 2 DECK PLAN i Provide the Project Management Team A2 Scale:%2"= 1' 0" A2 with a regularly updated construction Scale:Y2"= V-0" schedule and reasonable notice for inspections of the following work: • General: Unforeseen conditions. • Site Work: layout .kr•a .,,� Subgrade utilities and drains. ""KwermaM P ECT— . Concrete: �. Form work sc�„o iw• o.se-n Reinforcing Bearing conditions • Framing: Anchors and Bearing conditions n . Field modifications of shop work A••` Complete framing prior to concealment i I \ I !I i 2x4 Cedar cap,champhered top edges with Y2"recessed base and t x6(3/4"x5.5") I O` ffi cedar shiplap vertical boarding,predrilled to 2x frame,screwed and plugged. 02 \ a - . .. o 01 U 1- 1 U U 1010 1 V] 0 0 0 0 0 - --- ,� PA I I I I I I I I I II II II II U) I I I I I I I I I CV 0 I I I I I I I I I cY) - I II II II II (D N o . . I cv cn _ I I ► I I I I ► WOM EN co II II II II 03 I I I -1 TI r i =zi i O `$ o o a o o — / W N - o 0 0 0 0 0 — i O Q - Slope 1 : 50 Concrete 0 Cz ............... -0 _ = 3 Proposed Changing Room Rear Elevation Deck - 6" Precast Concrete Al Scale: %2" = 1 '-0" A., 04 Kerb at perimeter of � � O cLi concrete pad'NO O 0,5 cn Q O ..wr: - M E N U) 7' 8„ W E02 i I \ I \ I 3'-5 1 /2,\ \ I \ 21_10 112" Q ( CD oCf) co, 3'-0" \� �� i �� 2'-6 1 /2 '\ � I � - I - I -- i I - - - - - - - - - - — — — - 1I !'HU,1FC'I NAME: II � I I CY) I I I I - N - CHANGING I CHANGING I CHANGING I CHANGING I O O4 O3 ROOM I ROOM I ROOM I ROOM cfl II � I I SEAT I I I I N — -=11 T r, I, - - - - - - _ �, -0 - - - _ 6", J\ p4 U ,- 0 CO CV _ t ;..+ W O T-1 1 /4" 4'-0" 4'-0" 4'-0" A'' m uV 191_611 40 Proposed Changing Room End Elevation ''-' "CE Al i ,► l 'v Scale: /z = 1 -0 Proposed Changing Room Plan 4 o U _ y Al Scale: %2" = 1 '_0" U � - rn U 4x4 Cedar Post on Stainless steel Simpson ABU 2x2 Cedar rails,nailed with 2Yz"ring adjustable post with V stand off base nails at each rafter J 2 2x4 Cedar cap,champhered top 2x8 Cedar rafter notched 2"into double beams,angled, DRAWING TITLE: 18" Heavy Duty cranked band strap hinges (black) edges with Y2"recessed base predrilled and recessed offset 6"timbertockscrews i - 2xstwith Beams steelb ted through ltsandI"wa hers 7 / 3'-5 1 /2" 2'-1 0 1 /2" ,/ 2'-1 0 1 /2" 2'-10 1 /2" Proposed Changing post with Yz"stainless steel bolts and t"washers 3'— 1 3/4" S Room `' i 1 '-1 1 /2" 1 '-1 1 /2" 1 '-1 1 /2 " O 0 O 0 0 O O 0 RLVISIONS 00 V NO.: DATE: COMM[N IS a o 00 Fo 00 0 C _ CN I I I HANGING CHANGING CHANGING CHANGING 4 ROOM ROOM ROOM ROOM '^ N — � �} I � DRAWING NOTES: O I 0 0 0l �— o 00 o 0o 0 0 o0 0 00 I SEAT Dval Contemporary lever gate latch with stainless - O rn I I I Steel protector by 360 yardware - - - - Ill I I I SEAT SEAT SEAT (V\ _\I M ( I I- I tH El El E3 DRAWN BY: PROJECT NO: I i o — a — o I 0 0 0 0 0 0 o 0 0 0 0 0 - - - - „ I\ KMB 0 0 0 0 o 0 0 0 0 0 0 0 �_ SCALE: DATE: 111 = 1'-0" 0201 17 SHEET NO. 19'-6" 4 Proposed Changing- Room End_Elevation 2 Proposed Changing Post Layout B&`nsta''e Bldg-DePt- i 11 KpproVed by Mack internal latch with keep Al Scale: 1,2 1 -0 \ Al Scale: �2" 1 '-0" permit* I i I 2x2 Cedar rails, nailed with 2%2' ring nails at each rafter 2x8 Cedar rafter-notched 2" into double W d beams, angled, predrilled and recessed r offset 6" timberlock screws 1 01 1 01 y r 1 01 r \\ r rrl I'vI D 10 I G \\ 10 I 10 1 lj /j 10 1 * 01 101 1 01 1 01 2x8 Double Cedar Beams bolted through 4x4 cedar post with Y2" stainless steel bolts and 1"washers _ N 1 O 1 0 1 O O 10 1 I O 0 10 1 1 2112'x 2/4" Cedar cap with j/2" `ID 1 O j O recessed base for 2x6 cedar rail and I cedar ship lap fence, s/s ring naiils 18" Heavy duty cr nked band strap hinges (blac ), mounted \ I I I p to close door when unused \ \ \ I �T.� NO 1 N = \ I f \ I C0 6" black intemE I latch with Nkeep \ \ O •U mount stainless steel protector \ \ I I I U Cl) >- high to protect fencefrom latch \ 1 \ -- 0 _ if left open I _ R 1 0 CZIL T 0 (!3 t1 I I ICn N cv N 1 0 1 O 1 O C 0) O 0 0 1 O 0 0 1 I tv co 1 O O I Z E 1 x6 (3/4'x5%2') Cedar shiplap \\ I I \ 1 ► w U 0- boards screwed and plugged Oval contempora lever gate \\ I I \ j 0 (1) + O through predrilled holes into every \\ 1 Q (/) pp latch with sta bless steel \ I I \ 2x6 Cedar rail, 2 screws per board protector by 36 yardware \ I I \ I at every rail \\ \\ I I \ I 2%4"x 6" Cedar frar ie to doors with 3/4"x5%2" dia onal brace 1 fixed to shii lap boards _ \ \\ I 1 \ I PROJECT NAME: CIS I \ 1 I 1 1 71 \ i i 2-211 j \ 5112 \ I E 51l2 5 112 I Q Simpson 4x4 Stainless Steel ABU � N 1 O i O I Adjustable Post Base with 1"stand O O O O O O 1 off, stainless steel bolts _ _ � O I O 1 Simpson Strong Tie SET epoxy tre 1 0 I 1 0 I # 01 j for post base anchor into precast0 O. OT- concrete kerb -J L—J L—J -_ 0 U 2 C4 1 1 N U 0 CZ CM-6112 11 11 3-1 1l2 11 M 1..� N p u u u u A.� Im p4 a� "< .� 0) N cri aA 0 U (D Typical Fence Section 1 Door Elevations, 3x 2'6)/2 door & I 3`1Y2" door �A2 - 1 �I _ r_ �� � 1 1� _ � 11 � � � EU Scare, 1 Y2 - 1 D Scale: 1/2 - 1 -0050 DRAWING TITLE: Proposed Changing Room-Details 18 strap hinge NO.: DATE: COMMENTS: 2 4x4 Cedar Post 3 4 5 Cedar rail with 1x6(3/4"x5Y2") 21/4"x6 Cedar with 3/4" x 1" recess for cedar ship lap boards shiplap and/2' champhered edge, 1 3/4" inner frame to be glued and I screwed, through predrilled holes 1 with stainless screws and cedar I plugs DRAWN BY: PROJECT NO: 1 KMB SCALE: DATE: 1"=V-0" 0201 17 SHEET NO. 3 Door Plan Detail (typical) � A2 Scale: 1Y2" 11_011A2 II L ; u