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3580 MAIN ST./RTE 6A(BARN.)
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J':: r ', ,. i- - n., ,cl r t t:: .v., , ....,. ,.j c y, t .(, r ,}.,1.zrt i s .. R, 4 �4 k �:, -.°. e ;r r< ,f> r 'r p r a s s,., ;;'* r r Ja r "3Y f r T :i. O, y.,: u l' Y r F.: y•S. i,f M y. t ,' 4e, x %! I Y: V N 7 6 p:. {, v 1 j d : .: .' -N' t K +y11 n L : A �� ��� Town of Barnstable *Permit# 3 3 . E fires 6 months from issue date Departmentee MANST M : Brl Florence,CBO K" OCTOCT0 7 2019 Building Commissioner 1639. J " f�p .�200 Main Street,Hyannis,MA 02601 BA Tl M � w�w�town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Map/parcel Number 3 � �6 Not Valid without Red X-Press Imprint 1, , / Ic /,n Property Address J J 0 v wl,(/l,I� ll� � o6 L•�g�6U t k V v a 13 MResidential Value of work$ (� �� Minimum fee of$35.00 for work under$6000.00 ` Owner's Name&Address 1�V1,1 ,O M � 1n�'T��t✓{/\1L \1 Contractor's Name Sprinkle Home Improvement Telephone Number 508-775-1778 Home Improvement Contractor License-#(if applicable) 103757 Email: SpifikjacomCast.net Construction Supervisor's License#(if applicable) CS-006643 &?Workman's Compensation Tnsurance Check one: LJ i am a so i e proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name AIM Mutual Workman's Comp.Policy# WCC50050167472019A Copy of insurance Compliance Certificate must accompany each permit. Permit Request(check'box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑ Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof] Re-side Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.c.Historic,Conservation,etc. ***Note: Property Owner ,must sign Property Owner Letter of Permission. A copy Af the__o elm CAntraCtAYS License&Construction Supervisors License Is -- - -- - - — - — ------- -- required. SIGNATURE C i\Users\decoll ik\A ppData\Local\Microsoft\Windows\iNetCache\Content.Outlook\9NNOKXYW\R ESTDENTILONLYEXPRESS.doc 09/26/17 r Town of Barnstable ' ing PostThis Card So That,t is Visible"From the Street Appoved Plans Must be Retained on Job and this Card,Must be'Kept :6sv PostedWritil Final"Inspection Has Been Made ens Where a Certificate of Occu"panty is,Required,such Budding shall Not b'e;Qccupied unttla Final Inspection hasb�een made,:, Permit No. B-19-3322 Applicant Name: SPRINKLE HOME IMPROVEMENT INC. Approvals Date Issued: 10/08/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 04/08/2020 Foundation: Location: 3580 MAIN ST./RTE 6A(BARN.),BARNSTABLE Map/Lot: 3.18-050 Zoning District: SPLIT Sheathing: Owner on Record: SWIFT,WILLIAM F&CATHERINE Contractor Name: Brad K.Sprinkle Framing: 1 Address: PO BOX 108 'Contractor License',OOf643 2 BARNSTABLE, MA 02630 Est."Project Cost: $ 10,490.00 Chimney: Description: RESIDE Permit Fee: $53.50 Insulation: Fee Paid,:` $53.50 Project Review Req: Date: ._` 10/8/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work author zed Eby this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents f"- hich 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. tt Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe"Bwldingand Fire Officials are provided on this•.permit. 'Service: Minimum of Five Call Inspections Required for All Construction Work a 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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. 11 Final: "Pe sons 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: 3 ADDENDUM TO CONTRACT If contract calls:for siding and trim, or-rooffng; we recommend you remove any breakable �tpme ihanaina nn wallc until inh rmmpletinn- r MOT JNCLT�ED�T�CONTRA_CTPRICE t ❑ 'Painting or staining around window or door openings Removal of existing doors and windows often reveals weathering, as well as areas that may or may.not be previously stained or painted. As noted, Contractor will not be responsible for painting,o 'staining.these areas., ❑ Adiustments or Reattachments Contractor will not assume responsibility"for removal;re-attachments; or re-positioning of drapery rods, window shades, bTin'&ia'd/or`mini'blinds, and corresponding hardware. RIGHTS To CANCEL r The Owner may cancel this Agreement if it has been signed by the Owner at a place other than the addre-,q of the Contractor_ which may he his main office or hranch thereof. nrovided _ . _ , that the Owner notifies the Contractor in writing at his main office, or branch by ordinary mail posted,by telegram sent or by delivery, not later than Midnight of the third business day following the signing of this Agreement. HOMEOWNER: Do IN SIGN "1`HIS CON" KAcl- IN`IMER .' ARE ANY BLANK SPACES i/we accept this contract in its entirety and ilwe authorize Sprinkle Home improvement to act on my behalf in all matters relative to the work to be performed on this job (i.e. permits, applications etc.) if necessary.Y'X4�' 19-1 Homeowner gign re Date Contractor Sign' tune Dafe Will Swift Brad Sprinkle- Regis tion#103757 The Commonwealth of Massachusetts Department of Industrial Accidents _ tl 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.m"ass.gov/dia NNVorkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers- TO BE FILED WITH THE PERMITTING AUTHORITY. Ayylicant Information Please Print Leaibly Name(Rusinea.S/Organizatinn/Individual):SPRINKLE HOME IMPROVEMENT, INC. Address: 199 Bamstable Rd., City/State/Zip: Hyannis, MA 02601 Rhone#:508 775-1778 Are you an employer?Check the appropriate box: Type of project(required): . 11'D I am a employer with 10 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.E]I am a homeowner doing all work myself[No workers'comp.insurance required.]$ {3 4.�I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions . proprietors with no employees. 12.❑Plumbing repairs or additions 5.rJ I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ p Roof repairs These sub-contractors have employees and have workers'comp.insurance.$ 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *-Any applicant that checks box#I.must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: A.I.M.Mutual Policy#or Self-iris,Lic,# WCC50050167472019A Expir*on Date. 1/1/2t120 2 r Jab Site Address: c7 �''1 t� '. City/State/Zip: wsoLe W0,30 Attach.a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under the pats d penakies of perjury that the information provided above' true and correct Si ture: Date: D 41 Phone#: 508 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#: Al SPRIN-1 OP ID: D f-®COR D� DATE{MMJDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 07/03/2019 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 have ADDITIONAL INSURED provisions or 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 508-775-6060 NANTACT Kelley A.Sullivan Bryden&Sullivan Ins Agency PHONE 508-775-6060 FAX 568-790-1414 88 Falmouth Road (AJC,No,Ext): talc,No): Hyannis,MA 02601 Eo IEss Kelley A.Sullivan INSURERS AFFORDING COVERAGE NAIC# INSURERA:NGM Insurance Company 14788 4SUR - INSURER B:Associated Employers Insurance Sippn H Home Improvement Inc. 139�arnsl ble� INSURER C: Hyannis,MA 02601 INSURER D INSURER E: ` INSURERF: - 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 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 NAVE BEEN REDUCED BY PAID CLAIMS. INSR DDL- UBR POLICY EFF POLICY EXP i 0€60INWRANEF 06LIdY NUMBER LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR MPT2640X 07/01/2019 07/01/2020 DAMAGES E occ rr SOO,000 FIRM MIS Ea occurre $ X Business Owners MED EXP(Any oneperson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PE f LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: _. GOM8INEDSINGLBLIMIT 1,OOO,QOO AUT6MOBILELiABILIiFY c id-M-" --- $ _ ANY AUTO M1T2640X 07/27/2019 07/27/2020 `BODILY INJURY Per person)- $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY AMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESSL1AS CLAIMS-MADE CUT264OX 07/01/2019 07/01/2020 AGGREGATE $ 1,000,000 DED X 1 RETENTION$ 10W0 B WORKERS COMPENSATION - - PER OTH- AND EMPLOYERS'LIABILITY WCC60050167472019A 01/011201.9 61/01/2020 ST TU E _., ER 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE YN N J A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? -- (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ SOO,I)OO If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Home Improvement Contractor CERTIFICATE HOLDER CANCELLATION SPRNK40 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE, DELIVERED IN Sprinkle Home Improvement, Inc ACCORDANCE WITH THE POLICY PROVISIONS. 199 Barnstable Rd. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE `Kelley A.Sullivan ACORD 25(2016103) 01988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and iogo are registered marks of ACORD Office of Consumer Affairs and Business Regulation One Ashburton Place-Suite 1301 Boston, Massachusetts 02108 Home Improvement-Coritractor Registration HIM Type: Corporation f Registration: 103757 SPRINKLE HOME IMPROVEMENT,INC. ^ Expiration: 0710 /2020 199 BARNSTABLE RD. - HYANNIS,MA 02601. Update Address and Return Card. SCA 1 i* 20M-05/17 .:.�.__.._...._._�c.._rp,�oe�muaam V/ r0 erz�� ¢c ruvalla Office of Consumer Affairs&Business Regulation HOME IMPROVEMENt CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Rggistratiot. iration Office of Consumer Affairs and Business Regulation 103757 , ' 07/08/2020 One Ashburton Place-Suite SPRINKLE HOME--IMPROVEMENT,INC. Boston,MA BRAD K.SPRINKLE % C 199 BARNSTABLE HYANNIS,MA 02101 Underseoretary Not valid W-MMMUT81 IT atum i $ r- o 6 m - v .t 3 fern m °e r o$ a ZAP fr qs $ i a s w Sid 3�8� llnii '�o � "" y�q Elm t�: a a m m r Y S l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel (a Application # t . Health Division Date Issued Z �— Conservation Divisions Application F' Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board . Historic - OKH _Preservation / Hyannis Project Street Addressd'f�f� JQtJ� Village 44v&) 'S%.oG3 C�y� Owner ttJ1 Address Telephone J'U ' ;7 Zd "71// Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation�"i5 )/ ` Construction Type J 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 wo4 oal sto ❑ s ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: Y-j isting Gf)new:,2!ze_ •;,Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: tD 00 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ®Yes ❑ No If yes, site plan review # " . Current Use Proposed Use APPLICANT I • _ _ (BUILDER HOMEOWNER Name Telephone Number JZ*-2Z bJ- 7%y Z Address Islo 126,4>e /'ig e License # lu)g / 4 0 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1�`� r R raji L FOR OFFICIAL USE ONLY APPLICATION# ; DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i OWNER DATE OF INSPECTION: i FOUNDATION v FRAME INSULATION' r . FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ,•. ROUGH FINAL .,FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations kvi 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): XIA-1)jS Z Address: 33"6 o /tt v i4o City/State/Zip: /y02�S7i413 Z,If AA, Phone#: cSflJ�i" ;7z6- Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. El 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' [No workers' comp. insurance comp.insurance.t 9. .❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. I am a homeowner doingall work officers have exercised their l l.El Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.[]Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other d, /LAo 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. tContractors 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D1A for insurance coverage verification. I do hereby certify u der the pai and penalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: �oFtl r y Town Of Barnstable yw� Regulatory Services Thomas F. Geiler,Director •$� Building Division Tom Perry,Building Commissioner 200 Main-Strcet,_Ayannis,MA_02601 n m-r-town.barastable_ma.us Office: 508-962-403 8 Fax: 508•-790-5230 HOA'IEOWNER LICENSE EXEMPTION Please Print DATE JOB LOCATION: 3610 IY41-y f I-, number /, ' strxt / villagn "HOMEOWNER': lVagA.M SGvI L'� S`lA�°j ;7z 6- y/ name home phone.# work phone# CURRENT h-AILING ADDRESS: j04 G.-� A)6 sty state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or Iess and to allow homeowners to engage an individual for hire who does not possess a•license,provided that the owner acts as supervisor. DEFRTd'IOX OF HOMFOWNMR Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constrgcts more than One home in a two-year period shall not be considered a homeowner. Such "horneowner"shall submit to the Budding Official an a form acceptable to the Building Ofncia7, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that:he/she understands the Town of Barnstable Building Department impcction procedures and recq emcnts and that he/she will comply with said procedures and Mqu r eats. Si ahtro of Home Cr Approval of Building Of aW Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION -The Code states that: "Any bomeowac7 performing work for which a building permit is required shall be exempt from the provisions of this section.(Section 109.1.1-Licensing of construction Supervsors);provided that if the homeovtmcr engages a person(s)for hin to do such work,that such Homeowner shall act as supervisor." hfany homeowners who use this exctnptim are unawar c that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing C a struetioa Supervisors,Section 2.15) This lack of awareness bften results in serious problems,particularly when the homeowner hires unlicensed pcsons. In.this case,our Board cannot proceed agairut the unlicensed person as it A Duld with a licensed Supervisor. The horhrowncr acting as Supervisar is ultimately trsponsrbla• To cnr=that the bomwvmc:r is fully¢wart ofhis/hcresponsibilities,marry communities mquire,as part of the permit application, that the homw-omcr.certify that hdshe understands the msponribtlitics of a Supervisor. On the last page of this issue is a forth currently used by several towns. You may care t amend and adopt such a fotrn/ccrtification for use in your community, Q:forms:homccxcmpt • 1 THE r, -� Town of.Barnstable Regulatory Services 1 M Thomas F. Geiler,Director -Building Divi.sf0n Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable ma.us OfFi ce: 508-862-403 8 Fax: 508-790-6230 Property Owner Must _ Comp lete and Sign This Section If Us in A Builder as Owner of the svbject.property hereby authorize to act on my behalf, in all matters relative to work authorized by this binding permit application for- Ad nss of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Ho p Homeown ers License Exemption Form on the reverse side. Q:F0RMS:0%WERPERMISSI0N 1.- RECTIV'^•^F'NPOEO t 30 g 1'1%13 PED14 PT .l 41 CPI:CN . E4 — _L pEC14tEP ION,aurclr EGL(,:L0O0' — tONf AD-,.0 N(-1 _ 104g4EPIN A- 1 i W -A- — — %m — °P� A- A. —_ NI �°^�N.arDNDq m a NODNOI'B OPNNO/, H N 1 HAL/4 /�vf //�/�. �n i•�i • bl, - It DOER PP'IN 2.'ACRE UPLA - ' 2./ALRE9 OFMARSN° v 4.B ACXESi 1074L 1 1 1 W I0 NLi•OO.10 44" 1076 _ SEARS I�OY�68D DRES,,,. a-EBNar E ro,l Dl a3 Y xaTAELE MEIII I TAATI%HE TIIL NOTCE d/ PRONBLOI BEM PUN BT THE BNR..o MIS 8 q 0-C YS NO NECL*1 PEA NLOOBOaD IV TNIB e bl I ORICC AND NO NOTICE 0/PM[NL WAS RECEIVED 1 W NPINO ME fWGlr d1YB NEXT ARER BBOH B C { 0 °AO.�pM1/Y°•NNIIS NIN Nc ME TW OrAy TO HI u.x I„ G�; %y I .... BARNBTNEL[rornl aTlll... 22,40 / Jalx L.DR19li �` N72•E2'Ep"W Av", " IL'B•"•1° %N, SUBDIVISION PLAN OF LAND IN BARNSTABLE,MASS. w'wlDe 472.22$0"F'� ./ 'FOR 72.20 -- CS I CHARLES W. JONES A•,RDO D.R. 4,197E SCALE 1"v 50' EDWAR0 E.NELLEY RES.LAND SURVEYOR 1r� / CUMMAOUID,MASS. NOTE-THE TXIRTY FOOT WIDE ROAD VVVY / B APPRWED WP 1DTI INO LOT L ONLY. 2 C WTe APPRovcD i9-73 W 2/,I95yy,A7• DATE BIDNED... Z'?7•'7 . i W -- y / 4*a BunL`' •r•aaro _________ Z A•1,.4p 1004 / MR....,PUN IIND BOAPD SR65. ;.SOde 65.5E / I DART,"1.-3 PLAN WA,NADE IN N60°DO'30"W 164.73 AMRONiDO WITH TNL BPRNET,Ml IN ANNINDI MXB-N7E•I6'!O"W//O65= MR)INSTMJDTIONS AND THAT THE PERNA ENT Iao, 40'wly STATE HIGHWAY ROUTE BA NNE NTD•4,T p,.W //e.5s •- wm71 BNOWN OR THE PUT ARE IN U.091Cl OWME DR ft "H+de.Wyf NN4 D[ClYNB 4,197E REO.—O SVBVLYOR I f i I p ����/�� •,, �a� r�,� . � . , , f �` 3s'�o ��ol-�o �sT� � e r mob/ N i°a %12 �.�i,+o�' �su��yTioxl II �az� ��.e 3.S'Nr0 Miohv S� L,V 72i61ll�i0�/ago U2 / 2/" 6 * /oOL& a.N.ws... - _ -._._ ���� a �- 'j _ � I __ __ Nam: �T: .. • •O 1- Mid,N",ACv,"eb.Br T�r"YifN.nO-CasalaNr .1e�...rrnfavNrrw..eer,:e 1--� ..••^••": Jill Six Roof 1/4"= 1'-0" I W7 D-wE D+tK711 3:32 PN s aT:11, Ri1N d1s.......711/11=1A7.1 3:39P1. -�- .. . .... ... r 1' / S kI�9�o /L LL/L � C>-Itvvl'J LI4 Ld/ i MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net. DATE: April 5,2012 William Swift POB 108 Barnstable,MA 02630 RE: PROPOSED REPAIRS TO"Pole Shed" 3580 MAIN ST.,BARNSTABLE,MA Dear Mr. Swift, At your prior request,this office reviewed as-built construction and drawings of the above captioned project. Modifications were proposed and back-checked for completed construction. As of the date of the last construction observation on April 4,2012,the structural components are complete and adequate for current Massachusetts State Building Code loads. Sincerely, --Ar, I I /MicheleCu�dil-o,P.E. _I"OF � MICHELE /2012-30 p CUDILO n L) Ho•347'74 STRUCTURAL 41kOF MICRgLE ti CUDILO No.3477 STRUCTUft"AL CD S N�� L 13 G vG s Te" P f t -on A,41> 4 �1 ............................... ....................... ............ ' r 34h�1 i or MASsgC ti o No�4�4 N ,' • � S,�R�yCTURAI. o � REGISt6F'� � 2 XI✓!-7r 6 71P11�5T v T n- r�tC.o�rt1`i«» W/1 /t 1 't.. aR- t_AfjN1__11. CILY r1tiQ PROPOSED REPAIRS to MICHELE CUDILO, P.E. Consulting Structural Engineer nr " POLE BARN 123 Cottonwood Lane, Centerville, Massachusetts 02632 ,a 3 q Drawn By: MC Date: 2/28/12 Drawing 3580 MAIN ST. Scale: AS NOTED Rev. 0 BARNSTABLE, MA SK- 1 File Name:Swift Project.No.:2012-29 �OF MA, 4 , CVO«� 34774 �SION. F f I � f I 5 i f 1 L u II ' ®] ►��° w� �� 7z��.s -r6 v � � Zorts )5�4 PIA* x -r • ,v A-1 I A -------------------------------- LG� lo ,O AR - fb-1 r � TV 1 2� I3/¢' x l�g � ��U•�o MICHELE _ CUDILO o No.34774 STRUCTURAL '•I" /' ' S10NAL TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'Map Parcel ' Application # C Health^Division Date Issued '1 l Conservation Division®1`�` Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address 35'8 D s iX Sal 1 Village A4A.,1SrAAbg Owner blaJAM It CA ZW A/.>'�'!YA SW 1 CS` Address &Ix &P, /151�1/1? Telephone S?)6-36 Z- 3,63 3 Permit Request C114V641 1,?,Pa0e1111S Al2 4A97` Oil /fJel. &7 26 h-04,1lSZ� 10 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 1 Flood Plain Groundwater Overlay J � Project Valuation Construction Type Lzoo2n 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 06 No On Old King's Highway:41 Yes ❑ Nol Basement Type: A 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: 101Aexisting _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0(Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing It New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 64new 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 J4 No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r Name - �' " /�S<SdG�.G�T�$� /y C. Telephone Number A&" 15 776 Address /ge.4606 3 License#/ /LABC lftl ud ItA,. 0 Z.6 3 o Home Improvement Contractor# co 3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: YR Q FOUNDATION c FRAME i i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 5 DATE CLOSED OUT ASSOCIATION PLAN NO. The Corn tttonwealth of Massachusetts \ Department of Industrial Accidents Office of Investigations 600 Washingtots Street Boston, MA 02111 �., www.tnass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lefibly_ Name (Business/Organization/Individual): �/�� /V_� �r/_ • Address: /JYf/ 13U�' ��'�S�>' City/State/Zip: 19A?� Phone.#: Jr� r 0S��I/7% Are you an employer? Check the appropriate bog: Type of project(required): am a employer with 4. I amT�agcneral contractor and I 6. ❑New construction mployees (full and/or part-time).* havd the sub-contractors -2.0 I am a sole proprietor or•partder-' listed on the•att.ached sheet T. []Remodeling ship and have no employees These sub-contractors have g, 'Q Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers'.comp.•insurance comp. insurance.$ - requixed.) S. We are a corporation and its IQ❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.ElPlumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 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. XContractors 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. lam an employer that isproviding workers'compensation insurance for my employees. Below is the policy andjob site inforntation. Insurance Company Name: 120e514,ts 01 --Policy#or Self-ins.Lic.#:/jGcl G01061OZ 6 1661 7>L' Expiration Date: 'Z`'�'/(,1 fob Site Address: City/State/Zip:/n� Attach a copy of the workers' compensation policy declaration page(sho-wing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL e. 152 can lead to the imposition of erimiri4l penalties of a fine iip 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 statemriit may be forwarded to the Office of Investigations of the WA for insurance coverage,verification. l do hereby certify derthe gins anal penalties of perjury that the information provided above is true and correct Si afore: Date: Phone#: x Official use.only. Do not write in this area, to be completed by city or town offtciaL .City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health "2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other 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 Bur, receiver,or ste 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 maintenance construction or re air work on such dwelling house dwellinghouse of another who employs persons to do P appurtenant thereto shall not because of such employment be deemed to be an employer." or on the grounds or bculduig app • MGL chapter 152, §25C(6)also states that"every stale or Iocal 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 bommonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work unto acceptable evidence of compliance RZth the insurance requirements of this chapter have been presented to the contracting authority.' Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractors)name(s),.address(es) and.phone numbers) along with their certificate(s) of insurance. Limited Liability Companies.(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees;a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Dep'artmcnt 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 v ll be used as a reference number. In addition, an applicant that must submit multiple pennit/Iicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" (he.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 bum 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 tc give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Department of Tndustri,al Accidents Office of Ines.tigai�.ans 600 Washington Street Boston, MA 02111 Tct. # 617-727-4900 ext'406 or 1-877-NfASSAFE Fax# 617-727-7749 Revised 11-22-06. www.mass.gov/di a _ I � r Town' of Barastable Regulatory Services . s�xxsrAs Thomas F. Geiler,Director o► �` wilding Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town_barnstable.ma.us Office: 508-862-4038 Fax: 508-790. Propex•ty C NC fter Must Complete and Sign Tlus Section If Using A Builder r, `�1GL/•�!/�t SLvll�'�% , as Owner of the subject.property hereby authorize [�p/✓j /�S.�GSZ�IA:/ /ld'G_ to act on my behalf, m all matters relative to work authorized by this building permit application for. (Andress of job) C5 Z16 V Signature of r Date Print Name If Property Owner is applying for pem-iit please complete.the Homeowners License Exemption Form on the reverse side. r Town of Barnstable Regulatory Services Thomas F. Geiier,Director KASS. i659�- Building Division � PrfD►��a� Building Tom Perry, Btu g Commissioner 200 Maid.Street, Hyannis, MA.02601 vvww.town.b arnsfable.ma.us Office: 509-962-4039 Fax: S08-790-6230 EIOIKEOV NER LICENSE EXEWPTION Fleace Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: clty/tovm state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellinfrs of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. ' DEF114MON OF HOMEOWNER Persons) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) Tli,e undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspecti°n procedures and requirements and that he/sbc will comply with said procedures and requirements. Signati rc of Homcownar Approval of Building Official Note_ Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HonfEowNEP,s FYFn�nON .The Code states that "Any bomcowna performing work for which a building penrit is required shall be exempt from the provisions of this section(Section I D9.1.1-Licensing of construction Supervisors);provided that if the hornrowner rngages a persons)for hire:to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption arc unaware that they arc assuring the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for licensing Construction SupoYisors,Section 2.157 This lack of awareness bftcn results in serious problems,particularly when the homeowner hires unlicensed persons. 1n this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisar. The homcowncr acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application, that the homeowner catify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a fomr/ccrtification for use in your community. Q:forms:homcczcmpt Ito'c"MR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 _Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)...................................................................................................110 mph ✓ WindExposure Category...............................................................................................................B 1.2 APPLICABILITY. Number of Sto ties(a roof which exceeds 8 in 12 slope shall be considered a story) stories<—2 stories.................. Roof Pitch ............................................................(Fig 2) .....................................ILL% 5 12:12 .� Mean Roof Height ...............................................(Fig 2)............................;. _.. ft <_33' ✓ Building Width,W ...............................................(Fig 3)...................................... 7-4 ft _<80' Building Length,L ...............................................(Fig 3)....................................... VT ft :5 80' ✓ Building Aspect Ratio(L/W) ...............................(Fig 4)......................................... i: l :5 3:1 ✓ Nominal Height of Tallest Opening' ...................(Fig 4).........................................15' <6'8" - 6r44A16n C c76RS OtK�T1Yc0 1.3 FRAMING CONNECTIONS / General compliance with framing connections.....(Table 2)............................................................. J 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ............................................................................................................ _........................ ConcreteMasonry....................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION''' Anchor Bolts imbedded or "Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..... .............................(Table 4).......................................... in. Bolt Spacing from end/joint of plate .............(Fig 5)................................. in.<_6"—12" _ Bolt Embedment—concrete............................(Fig 5)...................................iV"t pR IS�in.>_7" Bolt Embedment—masonry............................(Fig 5)........................................ — in.>15" Plate Washer...................................................(Fig 5).........................................>3"x 3"x 1/0 7 3.1 FLOORS Floor framing member spans checked .................(per 780 CMR 55.00)...n.?7.9!NLiM.Elf....... f Maximum Floor Opening Dimension....................(Fig 6)..............................................— ft:— 12, — Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall..(Fig 7).................................................-- ft:5 d — Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall..(Fig 8)................................................. — ft:—d Floor Bracing at Endwalls.....................................(Fig 9)................................................... ...... Floor Sheathing Type ...........................................(per 780 CMR 55.00)......................................... J Floor Sheathing Thickness ...................................(per 780 CMR 55.00)........................... 5/g in. Floor Sheathing Fastening.....................................(Table 2)15 d nails at (o in edge/_11-in field 4.1 WALLS Wall Height Loadbearing walls...........................................(Fig 10 and Table 5).................1...1.6 ft 5 10' Non-Loadbearing walls...................................(Fig 10 and Table 5)..........f$..... ft <_20' JV Wall Stud Spacing.................................................(Fig 10 and Table 5)...............►V in.5 24"o.c. _✓ Wall Story Offsets.................................................(Figs 7&8)......................................— ft <—d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls...........................................(Table 5)..........................2A ot ft V in. Non-Loadbearing walls...................................(Table 5)..........................2xjA -ji ft/(.' in. Gable End Wall Bracing' /,F D FullHeight Endwall Studs..............................(Fig 10)............................................................... ✓ WSP Attic Floor Length.................................(Fig 11).........................................�4 ft>—W/3 1060 780 CMR-Seventh Edition 12/28/07 (Effective l/l/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES Gypsum Ceiling Length(if WSP not used)(Fig 11)............................................ ft>_0.9W c and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)......................... ............... ^ or I x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joistor truss bays..................................................................................................................... Double Top Plate Splice Length..................................................(Fig 13 and Table 6)................................. 2 ft ✓ Splice Connection(no.of 16d common nails)(Table 6)........................................................ $ Loadbearing Wall Connections Lateral(no.of 16d common nails)..................(Tables 7).................................................... 2 _ Non-Loadbearing Wall Connections / Lateral(no.of 16d common nails)..................(Table 8)........................................................ ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..................................................(Table 9).............................._3_ft-in._<I ✓ Sill Plate Spans...............................................(Table 9).............................. ft_0 in.<11' Full Height Studs(no.of studs)......................(Table 9).....................................................2 i _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans................................................(Table 9).............................. ftl7 in.5 12' ✓ Sill Plate Spans..............................................(Table 9)..............................A ft o in.<12" Full Height Studs(no.of studs)......................(Table 9).....................................................2— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening2 .................................................. s<6'8" .1f Sheathing Type.................... (note 4)............................................5W VIAe ✓ Edge Nail Spacing........................................(Table 10 or note 4 if less)............... in.. ✓ Field Nail Spacing........................................(Table 10).............................................12. in. J Shear Connection(no.of 16d common nails)(Table 10)...................................................t{ J Percent Full-HeightSheathin Table10 .... ....... Z5. % ✓<6AVACa11! f_%CQLLMC0*} 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... —� Maximum Building Dimension,L Nominal Height of Tallest OpeningZ......................................................................&,6'5 6'8" Sheathing Type............................................(note 4)..............................................51W...W_ J Edge Nail Spacing........................................(Table 11 or note 4 if less).................... 3 in. Field Nail Spacing........................................(Table 11)............................................. 12 in. Shear Connection(no.of 16d common nails)('fable 11)..................................................._+ Percent Full-Height Sheathing.....................(Table 11)................................................."L% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................................................................... ./ 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website).... .� Roof Overhang......................................................(Figure 19)............. ft<-smaller of 2'or U3 _ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...........................................................(Table 12)........................................U=t�D plf ./ Lateral..........................................................(Table 12)........................................L=L plf Shear............................................................(Table 12).........................................S=-M plf -J Ridge Strap Connections,if collar ties not used per page 21(Table 13)........................T plf -- Gable Rake Outlooker...........................................(Figure 20)............15 ft_<smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...........................................:................(Table 14)........................................U=411 lb. Lateral(no.of 16d common nails)...............(Table 14).........................................L=2311lb. _ Roof Sheathing Type.............................................(per 780 CMR 58.00 and 59.00)......................... _ Roof Sheathing Thickness................................................................................ in.>_7/16"WSP ✓ Roof Sheathing Fastening......................................(Table 2)....................................................... 7 Notes: I. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 12/28/07 (Effective 1/l/08) 780 CMR-Seventh Edition 1061 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 1062 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES b. Wood Structural Panels shall be-minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. Y. Horizontal nail spacing at double top plates,band joists,and giiders shall be a double row of 8d staggered at 3 inches on center per figures below : Vertical and Horizontal Nailing for Panel Attachment 12/28/07 (Effective 1/l/08) 780 CMR-Seventh Edition 1063 Client#:43203 CAPEASS AC®RDTM CERTIFICATE OF LIABILITY INSURANCE 4W °"n"' PR?OwER I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 434 Route 134 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.0.Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURM INSURER a National Grange Mutual Insurance Co. Cape Associates.Inc. INsupERB: A.I.M.Mutual Insurance P.O.Box 1858 INstR r- North Eastham.MA 02651 INSURER D: INSURER E: COVERAGES THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE MSURED 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 ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLJCYEFFECTIVE POLICY EXPIRATION UMITS LTR TYPE OF INSURANCE POLICY NUA�R DATE DATE NNpDD A GENERAL LIABILITY MSO41163 01101109 01/01/10 EACH OCCURRENCE $1000000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES(ER occummm) $50 000 CLAIMS MADE ❑X OCCUR MED EXP are pers(n) $5 000 X PD De&250 PERSONAL fl ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000 000 GEITL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 00D 000 POLICY EI JET El Lac A AUTOMOBILE LIABILITY M9041163 01101109 01/01/10 COMBINED SINGLE LIMIT $1,000,000 ANYAUTO (EaacMent) +. ''. ALL OWNED AUTOS BODILY INJURY $ (PsfPe—) X SCHEDULED AUTOS X HIRED AUTOS _ BODILY INJURY $ X NON-OWNED AUTOS _ (Perecdtlenl) X Drive Other Car PROPERTY DAMAGE $ rl (Peracdoent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ EA ACC $ ANY AUTO OTHER AUTO ONLY' AGG AGG $ A EXCESSA11MBRELLLALUMBUJIY CU041163 01101109 01/01/10 EACH OCCURRENCE $3 000 000 X OCCUR CLAIMS MADE AGGREGATE s3,000,000 Rx DEDUCTIBLE RETENTION $10000 $ B WOF -C4b 1TIM AND MCC2000186012009 08/24109 08/24110 X We srAru- OTH- EMPLOYERS*LIABILITY E.L EACH ACCIDENT $500,000 ANY PROPRIETORIPARTNER/EXECUTNE DFRCER/MEMBEt EXCLUDED? E.L.DISEASE-EA EMPLOYEE $SMAN ffpes,descr 'SIer E.LDISEASE-POLICY LIMIT $500000 SPECIAL PROYISIDNS Delow OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSION!ADDED BY ENDORSEMENT I SPECIAL PROVISIDIS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE OESCR6ED POLICIES Be CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSURMGINSURERWILL ENDEAVOR TOMAL In DAYSWRmEN 200 Main Street NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES_ AUTHORIZED REPRESEHTATNE . o ACORD CORPORATION 1988 ACORD 25(2001108)1 of 2 XS45495dM45494 DD Massachusetts- Department of Public S.ifetN Board of Building;Re„ulations and Standards Construction Supervisor License License: CS 3010 Restricted,to: 00 VVILLIAM F. SWIFT r PO BOX 108 BARNSTABLE, MA 02630 Expiration: 12/25/2011 ('ummissioncg•„ Tr#:. 10870 i a 67*4 0 t-/p . Boar o nil ><ng egula ons an n One Ashburton'Place - Room 1301 Boston, Mass chusetts 02108 Home Improvementractor Registration Registration: 100110 Type: Supplement Card Expiration: 6/9/2010 CAPE ASSOCIATES, INC. �^ _ WILLIAM SWIFT' fw . 345 Massasoit Rd .�___�_ ,,, N. Eastham, MA 02651 `�� �:� ..� '� �. F Update Address and return card.Mark reason for change. E] Address F1 Renewal 0 Employment F1 Lost Card OPS•CAi A 6 WOV07-PC9490 " I !V � LOT 2 4 a t 2.5 - ACRES UPLAND... u °p t, ^ wt 2. I f.ACRES MARSH . s 2 4.6 'ACRES TOTAL m O P THE FOUNDATION DEPICTED ON THIS a ,� PLAN WAS LOCATED ON THE GROUND BY SURVEY ON JUNE 22, 2010 AND FX/sTi ye �1r EXISTS AS SHOWN AS OF THE DATE OAt44/ e ?�� OF LOCATION. O � ' O P { P j f FOR TOTAL LOT SEE conrcRETE PLAN BOOK 268 PAGE 44. Foumurio c.,4b N !y o 414. AP4 THIS PLAN IS FOR PLOT PLAN A,x PURPOSES ONLY AND NOT FOR Of ,}g� ` RECORDING, DEED DESCRIPTIONS a0 .00 Ss�r�G OR. ESTABLISHING PROPERTY LINES. ti Y yt3C No.29869 PLOT PLAN 4 IN 3•%v BARNSTABLE, tilA s d SCALE: 1'-40' JUNE 23p 2010 EAGLE SURVEYING , I NC `.923 Route U Yarrmuthport, #A. 02875 (308) 382-•8132 �. (508) 432-5333 THIS PLAN /S VOID 1F NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 10-071 Town of Barnstable *Permit# Expires 6 nths rom&#W date Regulatory Services Fee BARNST"I 161 Thomas F.Geiler,Director i63q. �� Building Division Tom Perry,CBO, Building Commissioner z 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us TOWN OF AA'cl•§Tb- F4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 eR "a. o Property Address ;��o /f"411/10 xf-- . ",SOL'IVS;54 4/1 Residential Value of Work 3Tj, J Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name Telephone Number JZZ6"7Z,`JV/ Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: I am a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) /9 410x.z fvX<D 6 �� IX Re-roof(stripping old shin es) All construction4de ris will be taken �r'(JJl' KJ< at V'R U` ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side - #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.44)#of windows *Where required: Issuance ofthis permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A opy of the Home Improvement Contractors License&Construction Supervisors License is r quir SIGNATURE: C:\Users\decollik\AppData\Local\Microsoft\Wind s emporary Internet Files\Content.Outlook\QKIH7J6E\EXPRESS.doc Revised 070110 s i The Commonwealth of Massachusetts y-- Department of Industrial Accidents Office of Investigations 600 Washington Street c Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Build ers/Contractors7Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): �iflL/rQ✓� S'l/V�'�1' Address: City/State/Zip: M Phone #: �- Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6 ❑New construction employees(full and/of part-time).* have hired the sub-contractors.. ._._._...-.__.____.... 2.❑ I am a sole proprietor-or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition No workers' comp. insurance comp. insurance. - . We are required.] a corporation and its 10.❑ Electrical repairs or additions 5 ❑ 3.� I required-] a homeowner, all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers'. comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c, 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out thesectionbelow 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those cnti ties 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 informatiom Insurance Company.Name: Policy# or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00, and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I.do hereby certi tnd the pains a d p realties ofperjury that the information provided aboveis true and correct. Si nature: Date: Phone#: " Official use only. Do not write in this area, to be completed by.city or.town officiaC 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#: Town of Barnstable Regulatory Services i s , ' MASS. ' Thomas F.Geiler,Director 1639. p`� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ^� Please Print DATE: / -A� JOB LOCATION: number , > street village "HOMEOWNER": L�(Iyal 1��4^I �4J) V &6✓7,ze -;7-,/'f Z. name home phone# work phone# CURRENT MAILING ADDRESS: G� dqo< ///8 A4. a Zf Id city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection pro ce re d requ' a ents and that he/she will comply with said procedures and requirements. Z_, S4gnature of Homeown Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\QKIH7J6E\EXPRESS.doc Revised 070110 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 1 Parcel 0 5' Permit# Health Division t l Date Issued 7 Conservation Division f " `S` !� ®! �� �' ���� Application Fee Tax Collector /� y Permit Fee too Treasurer L f (��� SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL,CODE AND OIL'b�P ► W LA TOWN REGULATIONS Historic-OKH reservation/Hyannis � =4 Project Street Address �q xe_LW 6 e ram; Villag } Owner yovial Address j Telephone Co yV7 Permit Request ev -* l r e" vl� �6�/ S�f d4WV_ S . feL uW1 ut v YL -IJ.4mo Square feet: 1 st floor: existing proposed 3 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwat .r Overlay Project Valuatq 0 660 Construction Type (J���l� b-��`� • Lot Size ( 4C. Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family C4 .Two Family ❑ Multi-Family(#units) Age of Existing Structure 18, �XS Historic House: ❑Yes 0 No On Old King's Highway: �Yes 0 No Basement Type: [Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) j oo 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 10 Oil ❑ Electric ❑Other Central Air: ❑Yes kNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes l No Detached garage:❑existing ❑new size Pool: ❑existing 0 new size Barn: ❑existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ ____ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name lL 44to ��al Telephone Number J"� 3 6� Address �J� �'ltdJ s License# ® � 1l 63 Home Improvement Contractor# Worker's Compensation# ,�-tell C��DU,J�S 7 50 00 ALL CONSTRUCTION DEBRIS RESULTING FR TP PtJECT WILL BE TAKEN TO Woov SIGNATURE C DATE ! fp "'-0y � 1 P FOR OFFICIAL USE ONLY PERMIT NO. ., re`• DATE ISSUED MAP/PARCEL NO. ADDRESS ,i VILLAGE � - OWNER . r r DATE OF INSPECTION: FOUNDATION. &LOP ®/(r . . . .. ...... FRAME INSULATION a FIREPLACE '! ELECTRICAL: -ROUGH FINAL m PLUMBING: _ROUGHS c FINAL ' GAS: ROUGH- Q c� FINAL co r FINAL BUILDING c) S or DATE-CLOSED OUT n) as ASSOCIATION PLAN NO.' M cl The Commonwealth of Massachusetts Department of IndusHalAccidents` 660'Washington Street _ Boston,Mass. 02111 Workers'..Com ensation.7nsurance Affidavit-General Businesses MAMMA address: St ate: G? �� hone# C � work site location fv$address I am•a sole pp*rietor and have no one $psiness 'Pei 0 o�c�e•❑ S ales(mcluding Real Estate,Autmoss etc.)' yvojjing in any capacity. , 0 r I am an em to er with etn 1 ees full& art time ❑Other ;:. //A'//%% %%7///ANO, //�/%%ii// ./%%%/ o%/marking on this job.. . �I aai an;emplo ovidin,g viorkers co en Tahon for my p y :,. . ,. •' '• •+}. :,r:.. .* .t::'3,+,:t' r' s.+'—•'i•i:'ti ''.tit' :• :1: .:•J '..'F•v. to i; +'(,:""• ,7pap5 t _,,• •. y.: rT=:'ti•'r' .-: r.(. 9DSBt "'1;"�.P •a, :arv. .•y' •t�s�:ji• ',.:•t'^�i:; 5•r ,ti ' co t.r ::rv'ra-•t: ;1: `+::•i. �..'v.. :is' ^'• '"•,;.rt:: .7, ?,- ••�+i.• +• r ., + sits •t::. + •Lx:.Ttr 4 a .,. :a+ '+:;° ' i,ti'`�_}I..' ,�[ •'�''• ��• '•�.'. SPY .r ••k; .ti. � '••• ;:�:, •+ j' :,:.:F; .�a '.1-:•' hone:.#.::,+" e. ��. = .' a,•+••t144 :.,r �• olio'',#€'•' 'fo•' E1 ."• :s '' �+r "' ; , �` i►': SU Rif i �J=nla sole proprietor and'have hired the independent contractors listed below•who have the following workers' compensation polices: ' •' •'f�,;•.. _a' tfi '•r Si'}+ni.-iS"::L'wr.::?:.-.�t',:HF � .:ir:._ coin ''stem - ��..• r,L•,.,,,:.r .., . . :rt•••�'•`• :a0. .. .:�+t+••. L,i •�: -:is it :q.:_ ... .. ,i; {";• : +'��' •.Ir ,6 t,s 'i`:r ?:t::`, 4 ` .� •1' +•._ ••A,•. i� ..-.t.+`+: JJ• :;• address• :� '.w. , '• _ �• 'Y. .5.:•�' ',1^•• Ms :Jr•.,S• '7��:Ci'�•. rj�f:� .,(.i.' � .}�i' i, •5•• — .i�,t.}'.t,,,:f'`' cf ..� �,F ;i''}'tiN i\�:,�1�;5s.:' �r`}�i:c• ,nY^ _ •tr �:: .:�Vjr��1•fi4� r'•+..'1', 's' .�",.e ''•rti.ijv�T•f.; + 'r:X:• ;is:S;; ..�:; 'r.': •'i:a: `{c1.,.i.,r,. ��� I o;�^t:• .1. .. a' ..•`• '••L °'•• 1O.A.;tti:•;s ;': •'}:•' •.r:'''O�1C , t,P r•t•r•.l�Y.`• ����/����/O� insurance'co. �x= r. � s1 ti.i;u' + '!: ::•9r„^g t..,.Ztt 1 r.+,;`rs.+r�, '�;•i: '•.:. ,;5-'r.{• ;'{.y.�tt '•(:: :E.,.' ••�t•f,'.;�:' .V,s!ryj it#: '(;�•�':'+ .r17•i•'�'•.r. sdRf..a(+r^ ,•Ss�.r4�t.+•i.1:�•. :+: `y<r&'-.i.di .. .;+ '` i''•':+'•, coin an• Denie _ t: ? .. :.+ r . s: .a.:, .». ', : r; •'•Lai ..;:+ ,. :•,;� t'y.:� Ci' J_ 1>1•? •.Crt:• ,.� ..ea.: .) ?1! •?`•• .+.. •��'•%.L• .'"D'•' •"s+..�• •d:'' ts•.;•�:.. •�<.: .:1.•'rc °+ • i1 :;•Z%rr ..�:t ^ .s'`•:`1, �i• vti+;�• ,tY i' �i.�.:`F•; :Y L;;;,~•. •r, '!• ,f'. :g'•.' r.;::•' .; "•t�' (-" s.5":u•.J.; 'O'hC: rt'i fnsuisincpeo: :.`'c . .. •. VIEW .::. .=a':••• ,,;:. ., required under Section 25A of MGL 152 can lead to the imposition of erimfnal penalties of a fine up to$1r500.00 and/or M!�RZ;gess penalties in a form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that X one years'imprisonment as well sa civilp copy olthis stateme maybe rwarded t the O e of Invratigations of the DlAfor coverage verification l do hereby c i unA epains d pen ties bfperjury that the information provided above is true and corree4 Date _-�— Signature t• Pbone# Print name I(r Z official use only do not write in this area to be completed by city or town official permitllicense# []Building Department city or town: []Licensing Board ❑Selectmen's Office C4 check if immediate response is required (]Health Department + Phone ❑Other con P tact erson: (revised Sept 2CO3) Information and Instructions Massachusetts General Laws*pter�152 section 25.requires all employers to provi&avorkers' con ppensatidn for'their. employees: As quoted from the law', an employee is.defined as every person in the service of another under any contract of hire; express or innplied; oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity,,or any two or rngre of the foregoing engaged in djoint 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. 'Howevei•.the owner of a dwelling house ha. g.-not bore than three apartments and-who resides therein, or the,occupantsbf the.dwelling house of another who emploj�spessoiis to do.maintenance, construction or repair work on such dwelling houseor an the grounds or building appurtenant thereto shall not because pf such,employmerrt.be deemed to be ari employer..,. : ..:. : .:. M(3L chapter 152 section 25 also'states that•every. state or local licensing�agency shall withhold the fssuance 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 ac .epfable.evidence•of compliance with the insurance coverage required: Additionally;neither'the' ' comrrnonw.60th nor.any.of its political subdivisions shall enter into any contract for the performance of public work untf acceptable evidence of eompliarice with t�e insurance requirements of this chapter have been presented to the contracting , authority. Applicants Please frfi the workers-conpmsa6m affidavit completely,by checldng the box that applies to your situation.. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department•of Industrial Accidents-for confirmation of insurance coverage. Also be sure to sign and date the should be returned to the city or town that the application for the permit or license is being affidavit. The affidavits tS' eiit of Industrial Accidents. Should you have any questions regarding the'"lam'or if requested, nottheD you are • art ePm required to obtain a:workers.'compensationpplicy,please call the Deparment at the number hsted.below. City or Towns . lete andprinted legibly. The Department has provided a space at the bottom of the Please be sure that the affidavit is comp affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fillpthe pernmit/Iicense number.which will.be used as a reference number. The.affidavits maybe returned to the Departmentby.mail or FAX,unless otheir arrangements have been made. The Office of Investigations would like to thank ybu in advance for you cooperation and should you have any questions, pplease do not-hesitate to give us a call. The Deparfinent's address,!"eleph6ne and�faxnumer- �b ' The Commonwealth Of Massachusetts Department.of Industrial Accidents emce of ievesnpat lls 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 ��,.,... 4. r.<,trn Py,),7_Aonn aw+. dn(, fE r Town of Barnstable o �ti Regu iatory Services nxss zE,$ Thomas F.Geller,Director Building Division �pleo n+A�k Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date . AFFIDAVIT HOME]MPROvFMMNT CONTRACTOR LAW SUppLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"recoens onstruction of an addition tooan ep e-existing o�w�►eroccupied ion, •improvement,removal,demolition, y P b��g contai g at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be,done by registered contractors,with certain exceptions,along with other requirements. ( So( OY v�l CJ �► V o L Estimated CostType of Work_J� V �. r; Wor Address of, k: Owner's e �od f — lication �41 —o Date of kpp I hereby certify that: Registration is not required for the following reasoa(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied ' []Owner pulling own permit Notice is hereby given that: OgyNERS PULLING THEIR OWN LE OME mUROVEMENT WORKDORMT OR DEALING WITH �NOT ELM CONriLkCTORS TERED FORAPPLICAB ACCESS TO THE ARBITRATION PRO GRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as th eAt o the owner: J �� Date egistrationNo. Contractor Name R OR Date Owner's Name DF r Town of Barnstable Regulatory Services 3 RARM.0 Thomas F.Gefler,Director Building Division • Tom Perry, Buildiag Commissioner 200 Main street, Hyannis,MA 02601 Office: 508-86j4038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder .;.as.Ownet.of the.subj ect prop etty- ...._..._. .: • hereby authorize to°act on my..behalf, is all pattets I telative to work authorized•by this building•persuit•application,for: �j U I"l(Q f Iy 5 T (Address of Job) Signatute of et Date LieV(3.L)NcA Print Name Ai / 1 3 -- O — ul 30 G LOT d N .. ,yY. l h Poi � n 5 �o j T;r1T 2 !'L Loh' 1 iSl�c3 rr7' slit trie 65 FL 9.e MOT 710 i TAT 7 PL AK 2B81 4ac MORTGAC�'�, INSPECTION Plall is For ill MY( AN WMUMM y — — RSTRY OWNER: D FVYl EGI R£F . 404j� BUYER: 1AYL FR_ �T'E: _1Qd6z0Q M PLAN6A�— A J SC ? :_1P,PnY CErI+Y To ' _ — �— THE BUILDING YANKt7RVTY WN ON '3''ht5 YLt1N iS LOCATED ON THE CROUND AS � �, C{NSUL`rANTS wN AND THAT ITS POSITION D()FQ; _-- CONFORM ME ZONING LAW SETBACK J0!QI)TRrMENTS OF THE � CA '1UH ksul E I) v OF _ � Sam ALLF, --------._., r�ND THAT..- INDUSTRY ROAD OES—NUT_. LIE WITHIN THE SPEfiTAI. FIaUc�I3 HAZARD � � k AS SHU WN ON THE H_II.D. MAP DKl'LD_7 94AIibT TEL eft 8- 05 1J�6�8 _ �Gs ---. r9�rp L1�' TEI= 428-0C�55 tea-`eI L7[7O1 0001-D _ -�� -_.. S FAX 4,20-5553 THIS PLAN T WADE FROM AN INS T SURyEy NOT TO BE L7T f3 $F3f2 FENCES BiTil tiI G L7`C. "'� �r rr•� Ale [1!f4732FE�YddE. l 4�' �� #` lajl Ri, �--_0 t3iNG MRi " icettss: CONTtUCTiOfJ SuP�FtU15t)R NO 00905 r Bi�tft Y953 E e Tr.eft 12O1 p a,. RIC }3AiNSTR�id MA 0 Acrnfriasti3€ ✓x. �/J(�9Y2P➢et3921lABOAA6L"� �. Fciddirc �rdB F Ord of Bud ng Regulations and$tang a ds € s .: � '�rl *�dEAPEP1�.Gt3i�`KA �i• F tttt 7/2112004 ,+ €yp tOoiuidua RtC 4ARD T. F?ICil3rd 5`P.nMkl } . X' 341�Mi4tN ST I. $UPeP-PUMP@ High Performance Pump Series Exclusive,Swing- Lexan®See-Thru All Components Heavy-Duty,High • Aside Hand Knobs Strainer Cover lets you Molded of Corrosion- Performance Motor :_ , make strainer cover see when basket needs Proof PermaGlassXL1A" with air-flow ventilation for removal easy.No tools cleaning and eliminates for extra durability and quieter,cooler operation. 4,4 required...no loose guesswork.Special self- long life. parts...no clamps. adjusting seal assures r: Heat Resistant,Industrial = Mounting Base provides dependable sealing. ( Size`Ceramic Seal. stable,stress-free support plus ,1Long wearing,and 100% versatility for any installation "` drip proof.For fresh or salt t requirement.Adapts 48 and 56 -water use:�- r b , - frame motorr s. r, Super-Size Housing has extra air handling capacity to assure rapid priming. ° Totally Balanced, . Servici Ease Design gives Corrosion-Proof Noryl® r simple access,to all internal parts. Impeller has smooth,wide A" %M'' Motor and entire drive group openings to prevent fouling or assembly can be removed with-, ,.clogging.Energy-efficient out disturbing pipe or mounting design produces more flow at connections,by disengaging just equivalent horsepower. r;.=° ' four bolts: ,k "M SP2600X5 1/2 0.37 1'/2" 11'/4" 286 SP2605X7 '/4 0.56 11/2" 115/8" 295 SP2607X10 1 0.75 1'/2" 11'/8" 302 �4mm SP2610X15 1'/2 1.12 11/2" 12'/4" 311 nm min ..,,�'..,, -�....«•.,;4*""""".' SP2615X20 2 1.49 2° 131/4" 337 �,:s,mm� n44 mini� SP2621X25 2'/2 1.86 2° 13'/<° 349 Super Pumps are also available with dual speed motors. 0 m ft. 30 100 a 27 90 24 80 j 21 70 W 18 60 s 1� SUPER-SIZE 110 CUBIC INCH BASKET has x 15 50 - extra leaf-holding capacity and extends time 0 12 40 s s,5xz between cleanings.Rigid construction with ~ 9 30 (2HP-1.49 ) load-extender ribbing assures free flowing oper- 6 s 20 s1ox1 5 ation for heavy debris loads. SP23 1 h0 + P 60. KM s x� s �x,o (,+hH -,.,2 1 Super Pump°Series Pumps are listed by: O 0 (h HP— .56KW 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 GPM 0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM L NSF® COCAPACITY PER MINUTE HAYWARD® America's *I Pool Water Systems 2693 1-888-HAYWARD www.haywardnet.com ©2000 Hayward Pool Products,Inc. Supep um 0 HIGH - PERFORMANCE PUMP SERIES w v V v 3 t♦ es • ,:� Sri: h y vw.. __ w; au sy ^i ■ Super Pump:high performance and quiet operation. Hayward's Super Pump is a series For super performance and safe, quiet of large capacity, high technology pumps operation, Super Pump sets a new that blend cost-efficient design with standard of excellence and value. And durable corrosion-proof construction. you know its Designed for pools of all types and A��® quality through- N sizes, Super Pump features a large out because "see-thru" strainer cover its made by Hayward Nob super-size debris basket the first and exclusive "service- JJ�rw"" ease" design for extra choice of pool 3 professionals. convenience. Q HAYWAR D® 4 America's #I Pool Water Systems ' r TM Q PpomGpid VERTICAL GRID D . E . FILTERS sooae �r Hayward Pro-GridTM is a high- performance filter series that provides , superior water clarity,efficient flow and large cleaning capacityfor poolsy" �, of es and sizes. w. _ Pro-Grid filter tanks are now molded a y from new and stronger PermaGlass XL m an improved glass reinforced copolymer, providing the ultimate in strength, durability,and long life. Pro-Grid filters also M, Y combine high Amencastll technology features 4 j Poal water systems. 6 a with a "service-ease" design for dependable operation and _ low maintenance. + ' Pro-Grid filters are also available with r v the optional SP0740DE Selecta-Flo .n control valve,the only filter control valve r designed specifically for D.E.filters. For the quality conscious pool owner, I Pro-Grid filters are an unparalleled filtration value. ® DE7220 Pro-GridIM72 ft.2 Vertical Grid D.E. filter with optional SP0740DESelecta Flog" 4-position control valve. Large capacity filter,made of durable PermaGlassXL"; h can be used in both commercial and large residential applications for years " and years of non-corrosive,trouble-free performance. ` ^� 1F 9fn Featuring -�- a' PermaGlassti;=-" Filter Tank Material z ` HAYWARD Americas # I Pool Water Systems. fi `�h Y Pro-GPid" Vertical Grid D . E . Filters Innovative Automatic Air Relief purges any trapped air automaticaI ly during filter operation. -- Screenless Internal Air Relief provides continuous air venting and eliminates clogging. Improved High-Strength FilterTank molded from new and stronger PermaG lass XL" e, material forextra durability for dependable,corrosion-free performance. x High Impact Grid Elements designed for up-flow filtration and top-down backwashing for maximum efficiency. Self Aligned Tank Top and Bottom make access to servicing grid elements fast 4, , and simple. ' - Heavy-Duty Tamper-Proof One-Piece Clamp securely fastens tank top and bottom together and allows quick access to all internal components without disturbing piping or connections. i Marked Short Element and Manifold provide clear guidelines for re-assemblyof grid " elements during cleaning. Inlet Diffuser Elbow distributes flow of incoming unfiltered water upward and evenly to all filterelements. Y Noryl®Bulkhead Fittings for extra strength and heat resistance. `H Ful I Size 1 1h"Integral Drain provides of tank. L k P � Union Locknuts make disassembly and reassembly off ilter from piping fast and easy. Plumbing Versatility.Select from a wide variety of valve options for customized control of your filtration system,including Hayward's 2",2-position slidevalve. FILTER TYPE: Vertical Grid Diatomite:24,36,48,60,72 ft2(2.2,3.3,4.4,5.5,6.6 m2). � FILTER TANK: Injection molded PermaGlass XLTI FILTER ELEMENTS: Monofilament polypropylene cover fitted over 8 curved, high-impact grids CONTROL VALVE: 1%2"or 2"6-Position Vari-FW11 2"4-Position Selecta-FloT"^ 2"2-Position slide valve.May also be plumbed singularly or in series with quick-connect union couplings(less valve). PERFORMANCE RANGE: %2 TO 3 HP(30 to 120 GPM) Fully Automatic Air Relief with double seal DIMENSIONS: DE2420—32"H x 23"W(81 cm x 58 cm) DE3620—34"H x 23"W(87 cm x 58 cm) eliminates the need to manually vent filtertank C after system start-up and prevents backdraining DE4820—40"H x 23"W(102 cm x 58 cm) 1® during pump shut-down. DE6020—46"H x 23"W(107 cm x 58 cm) DE7220—52"H x 23"W(132 cm x 58 cm) Above dimensions are for filter only.Overall width with slide valve is 30"176 cm); overall width with either 4-or 6-position multiport valve is 33"(83 cm) 4 Effective Design Turnover - Model - Filtration Area Flow Rate* Gallons Kilo Liters ` Number ft, mz GPM LPM 8 Hr. 10 Hr. 8 Hr. 10 Hr. 1 t DE2420 24 2.2 48 182 23,040 28,800 87 109 �..� DE3620 36 3.3 72 272 34,560 43,200 131 164 DE4820 48 4.4 96 363 46,080 57,600 174 218 DE6020 60 5.5 120 454 57,600 72,000 218 273 ; DE7220 72 6.6 144 545 69,120 86,400 261 327 Removable Clamp Tool makes tightening and *Determined by pump size and piping system hydraulics. 2"piping is recommended for flow rates of 90 GPM(341 LPM)or loosening of clamp quick and simple,providing more. Flow rates above 120 GPM(454 LPM)are not usually required for residential pools. easy access to filter Internals. NSF is a registered trademark of the National Sanitation Foundation. HAYWARD America's * I Pool Water Systems. 1-888-HAYWARD vvww.haywardnet.com ©1999 Hayward Pool Products,Inc. PG99 d 911 7� .a7 a�-� �.•.a' •.'f.->,�_ R.# ':•.� � �4 a_ li I: !.�v.1=_: Iry n 3' ti. ., r J i i I .A- a �_ _ _ _ .;:` F i ,-f "l•� � rr},�i'iy_�j:m41 r Asse'ssor's offioe.t1'sf'flobr)r S ���� S iTELLE THE Assessor's mapaand lot number ........... ..,..; .... �� TO�f Board:of Health �(3rd floor): "` 0- 0 IN COAM4 Sewage Permit, number :....:.U{,...... ...".cf42 (� WITH TITLE PL 5 . �; Z B9B3STADLE, Engineering Department (3rd:floor): WI ®NNIENTd�I. House number................... ............... ..... .,.. TOWN N REGUL��°6ON aNO a. APPE-IGATIONS PROCESSED 8 30 9:30'A.M. .and M 1:00-2.00 P.M., only 1 TOWN f)BARN'STABLEY1 i BU11DING INSPECTOR. . � . APPLICATION 'FOR PERMIT TO .........!.:.� .� .... .... ...................0 V ...!;..'.�.,,U..� TYPE OF CONSTRUCTION .:....... .. . )� ^ Ll. ....... ..........19- TO THE INSPECTOR OF BUILDINGS: The undersigned.hereby applies for a permit according to -the following information: , Location .....................� .... ......' .i�:�.?�....... .. .-..... :- ! S:�` i3Lj ..,. Proposed Use ...........::.....1......F .. !.1. �.......:......... ,..j.j�. ............ .,....... ........ Zoning District .......:......... i ............:..Fire District .... �•NS•��� I ' /� 7F GGJ Srvl D 1. Name of Owner lL � .....M Address ............... ��Z �1 �) /7(_ llS N ...... . .:�.... ..... ............. Name of Builder .....il.. r: .............................`................Address ...........'........dfl.. ., .:.. ... / ?�/ /3 L Name of Architect .�C�. ........ / ........ .......... ...Address ........6.kl.0 'Y�.<���. 1�4r kv. i1 4l Number of Rooms ........ C �?4tlsn. ..� .....'....... Foundation ,.. Exterior ......... U 'Roofing�'....... ...................................... . . g .................. 4 .U. :..S. .t..v�Q.�.e ......,... Floors :...`....C. .. . . . .. ..� .�L..................................Interior ............,....... ......a?. 1 y � Heating ...................m........................ . .......Plumbing ....... �. V fh /� ........ ............. ' ................ .................... ......... .........Approximate Cost " Fireplace ........:.. fit.: V I '. ........ .... Definitive Plan Approved by Planning Board - 19 Area .:/,,.r . 4 I Diagram of Lot and, Building with Dimensions Fee��. . ,,,. ..�•......................... ' SUBJECT TO APPROVAL OF BOARD OF HEALTH .r OCCUPANCY PERMITS REQUIRED F NEW EW DWELLINGS I hereby agree to conform to all,the Rules and Regulations of the Town of Bo n table 'regarding the above construction. - Nam .. .............................. TZ�AJ Construction Supervisor's License ... ...... .: SNIDER, MARK A. & Gtr] ,NN M. r . i 3043-9' ADDITION/RENOVATi0N ' r. F3 - .No .......:......... Permit for - s Single FamilX Dwelling r.• � � .k=35:83Q.Main` .Street ... • ....... a 6ocation ' Banstable Y ..........................Mark A & Giaenn-NI Snzdr�•r Owner ......... .............. ...... Type of Construction Frame ... ,. . . Plot .................. Lot+ ........�..:................. F§ ; r� = = February 18 87r R ' Permit Granted ........ p.... ..... .1;9 4 Date of Inspection' /;,f.7?7........ ..19 ,* Date Completed .. .� ... ..........19 rt { � r�.� ,tea «� �'� a .• .,- .. r / PROPOSED 31114 GARAGE FOR U /ILLLAm SWI FT 3580 MAIN STREET BARNSTABLE, MA P ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET SUITE A YARMOUTHPORT,MA.02675 TEL. (508)362-8382 FAX. (5081362-2828 f 3 ' mY m� PERMITTING SET a 5/28/2010 VA nV s/aa'�/o r . cr a ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS per.pm ¢ AS . ANCHOR BOLT HGT. HEIGHT g NORTH.ARROW TI TITLE SHEET MA SECTION INDICATOR 0.1 A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL A PROJECT DATA SHEET 1 ACT. ACOUSTICAL TILE INSUL. INSULATION LETTER IN TOP HALF OF CIRCLE 5P-I ARCHITECTURAL SITE PLAN ALUM ALUMINUM INT. INTERIOR g INDICATES THE SPECIFIC SECTION. ANOD ANODIZED JT. JOINT a3.o THE NUMBER AND LETTER IN THE AI.O PROPOSED PARTIAL PLAN (HOUSE) @ AT LAG. LAG BOLT BOTTOM HALF INDICATES THE DWG. AL] PROPOSED GARAGE PLANS No. WHICH THE SECTION APPEARS A2.0 EXTERIOR ELEVATIONS O a s/d� BSMT BASEMENT LAM. LAMINATE A3.0 BUILDING SECTIONS BIT BITUMINOUS LAV. LAVATORY - + 45.5 NEW SPOT ELEVATION A4.0 WALL SECTIONS cb A4.1 WALL SECTIONS ELK BLOCK L. LENGTH 45.5 E EXISTING SPOT ELEVATION A5.0 DETAILS U BLKG BLOCKING MFR. MANUFACTURER 45 NEW CONTOURS BOTT BOTTOM M.O. MASONRY OPENING 1i 45 EXISTING CONTOUR 51.0 GENERAL NOTES 8 SPECIFICATIONS w 51.1 GENERAL NOTES 8 SPECIFICATIONS B-O"W BOTTOM OF WALL MAT. MATERIAL LEVEL LINE OR WORKING POINT N BM BEAM MAX. MAXIMUM j U BLDG BUILDING- MECH. MECHANICAL I COLUMN COORDINATES 8 REFERENCE Z GRID LINES CPT CARPET MIN. MINIMUM Z- C5MT CASEMENT MTD. MOUNTED 101 ROOM NUMBER Z a g CK CAULK(ING) NO. NUMBER O DOOR NUMBER 3= OU t$ CLG CEILING NOM. NOMINAL OA WINDOW TYPE DRAWINGS ARE m z c CLOS CLOSET N.I.C. NOT IN CONTRACT - 3 0 WALL TYPE REPRESENTATIONAL ONLY ■� 0 5 COL COLUMN N.T.S. NOT TO SCALE ■E� O CONC CONCRETE O.C. ON CENTER 9 D DRAWINGS SCALEO NOT �� 2 CMU CONCRETE MASONRY UNIT OH, OVERHEAD INTERIOR ELEVATION NUMBERS INDICATE ELEVATION NUMBER 8 CONST CONSTRUCTION OPNG. OPENING e A6.1 6 LETTER INDICATES THE DRAWING CONT CONTINUOUS PNT. PAINT WHERE THE ELEVATIONS ARE CJ CONTROL/CONSTR. JOINT PTD. PAINTED 7 LOCATED CT5K COUNTERSUNK PNL. PANEL QI REVISION MARK" DET DETAIL PART. PARTITION I.LJ DIA DIAMETER PL. PLATE DIM DIMENSION PLAS. PLASTER CONCRETE - PLAN OR SECTION DR DOOR P.LAM. PLASTIC LAMINATE ® BRICK - PLANS OR SECTIONS w DH DOUBLEHUNG PLBG. PLUMBING CONCRETE BLOCK PLANS OR - U I— DRWR DRAWER PLYWD PLYWOOD SECTIONS z z Lu Lu W 5a DWG(S) DRAWING(5) P.T. PRESSURE TREATED PLYWOOD O Q � ` DF DRINKING FOUNTAIN O.T. QUARRY TILE 77 STEEL, LARGE SCALE C z DW DISHWASHER REO'D REQUIRED E� Lij CIO ELEC. ELECTRIC(AL) REF. REFIGERATOR ® � a Q ROUGH LUMBER EL. ELEVATION REV. REVISIONS J L.1_ ` 1-- ELEV. ELEVATOR R. RISER ® - FINISH LUMBER Q G z EMER. EMERGENCY R.D. ROOF DRAIN INSULATION - RIGID c O N EQ. EQUAL RM. ROOM 00 INSULATION - BATT z J � m EXIST EXISTING R.O. ROUGH OPENING CXSXXYXX O � C'7 OR EXG. SECT. SECTION EARTH F— E.J. EXPANSION JOINT" SCHED. SCHEDULE _ Q EXP. EXPOSED SPEC. SPECIFICATIONS COMPACT GRAVEL Q EXT. EXTERIOR SL. SIDELIGHT x WELDED WIRE MESH Q FIN. FINISHED STD. STANDARD F.A. FIRE ALARM 58P SHELFBPOLE — PROPERTY LINE F.B.O. FURNISHED BY OWNER STL. STEEL ----- CENTER LINE F.E. FIRE EXTINGUISHER SUSP. SUSPENDED FL. FLOOR(ING) THK. THICK TIRE: FLUOR. FLUORESCENT TBB. TOP860TT01'1 FT. FOOT T8G TONGUEBGROOVE FTG. FOOTING T.O.F. TOP OF FOUNDATION FND" FOUNDATION T.O.W. TOP OF WALL PROJECT DATA PURR. FURRED(ING) T. TREAD SHEET GAS TYP. TYPICAL GALV. GALVANIZED UNPIN. UNFINISHED G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD GL. GLASS/GLAZING VIN. VINYL GR. GRADING VCT. VINYL.COMPOSITION - DATE ISSUED: GWB." GYPSUM BOARD TILE 05/28/2010 HIDED HARDBOARD VWC. VINYL WALL COVERING REVISIONS: HDWD. HARDWOOD WC. WATER CLOSET HVAC. HEATING, VENTILATING, 8 W. WIDE/WIDTH ## $ AIR CONDITIONING W/ WITH - - 3 HDWR. HARDWARE 114/0 WITHOUT W.W.M. WELDED WIRE MESH - - WD. WOOD ad DRAWN BY: J GARDNER Nr e 6° PROJECT#: R 10 -_ DRAWING NO.: s� AO . 1 �a s ISSUED FOR PERMITTING 05,28.10 Ln r \ \ \ DEVELOPMENT DATA 3580 MAIN STREET BARNSTABLE,MA. MAP 318/050 And 317/016 0 REGULATIONS AND STANDARDS:LOCAL ZONING BY-LAWS c cK 00J,SE Q OE ITEM REQUIREMENTS PROPOSED RED No.7 I SINGG YAMOX USE REGULATIONS:ZONING DISTRICT ZONING DISTRICT'RF-1' AND/OR'RF-2'T.B.D. IWAA USE REGULATIONS:OVERLAY DISTRICT GROUNDWATER PROTECTION DISTRICT REQUIRED ACTUAL 615T1NG STONE RE LOT SIZE 43,560 SO. FT. xIOB,900 SO. FT. LOT FRONTAGE 20 FEET x132 FEET LOT WIDTH 150 FEET x152 FEET FRONT SETBACK 30 FEET x100 FEET / SIDE 17 SETBACK 15 FEET x15 FEET / a$ S38 AREA&BULK 0 a REGULATIONS REAR SETBACK 15 FEET x575 FT U " a m BUILDING HEIGHT MAXIMUM 30 FEET HEIGHT EYISTG: xl9'TO T.O. RIDGE Z (2 STORIES) HEIGHT NEW: x21'-4'TO T.O. RIDGE ` w fi AT FRONT AND x28'-10"AT BACK I I \ ETep,C 'AWING WA?T.RE BUILDING COVERAGE MAX --% 2612 S.F.=2.4% - _ Z E /5p'RN WALKS&PAVING - Z GARp,G COVERAGE S. _% wMAXIMUM <a \ \\ F ENTRY 1 �A. O J�rpRp OpppO NEW P T RET p,\NLNG y.1AL COVERAGE OT MAX=00% S.F._ % O \ NEW R� FAWN OENca p`�pO \\ ■EEEEE3 0 5 o \ ° },h,1,... \ L01 L WNLTE p,ORO? OPT 6K SAS \ or \ 1N �X1yT1NG FAO TgAG \ m. v \ W_ 'IA c� ; , GRp'VEV\ N,Z• /\\ � \ / O JAGr EW AY E ' F_ L u _ -, L' pRNEW �,W\O \ cn U f o Z / \\ \ I O p Lu 2 w TREES T / i Ie�RE�OVEp \ ------- \Y 250E \ Lv C Z CO QLL En J .30 Q Z cz (n 00 o Z J O � m s. TITLE: PROPOSED ARCHITECTURAL SITE PLAN W \ �� \ DATE ISSUED: \ \ 1 y \ 05/28/2010 - \ \ \ REVISIONS: \\ NOTES: I.THIS PLAN DOES NOT REPRESENT AN ACTUAL GROUND SURVEY AND } W WAS PREPARED USING AVAILABLE RECORD PLANS INCLUDING: ## A.)A MORTGAGE INSPECTION PLAN DATED 10/I6/00 AS PREPARED BY YANKEE SURVEY CONSULTANTS FOR DANIEL 6 JANE SWEENEY. B.)A SUBDIVISION PLAN 6 LAND IN BARNSTABLE, MA FOR CHARLES W.JONES DATED 12/4/72 AS PREPARED BY EDWARD E. KELLEY, REG. LAND SURVEYOR. DRAWN BY: J.GARDNER C.)TOPOGRAPHIC INFORMATION AVAILABLE FROM THE TOWN OF Loi - 1 ARaA3 6 y5/yJ2 / / BARNSTABLE GIS SYSTEM. PROJECT#: R-10- DRAWING NO.: 1 PROPOSED ARCHITECTURAL SITE PLAN V 1 ISSUED FOR PERMITTING / 05.28.10 F_ Puff F�,G NO.Tm 0 U a� U NEW COVERED PORCH z 2X8 P.T. JOIST @ 16"O.C. _ DSL. 2X8 P.T. HEADER. _ Z 2XIO P.T. LEDGER W/J4°DIA. m LAG BOLTS @ 8"O.C. _ - Z STAGGERED. Iffi - " U <% 6X6 P.T. POST CENTERED Z�ON 10"DIA CONCRETE SONO A A t 6l O TUBE I I"' `c v r<81 > 3 0 _4u ga 3'-3Y4" 3'-bY4° 3'-31'q II'-3yl" 7'-OXs° 5'-IOY4" W H 0 w z z W~ Q �X 0 p L ~Q Cn cn L PROPOSED PORCH FRAMING PLAN-(EXISTING HOUSE) PROPOSED PARTIAL PLAN -(EXISTING HOUSE) Scale:i/4.=1-0 Lu LC~L Q Q z Co Scale:1/4"-V-13" T Cn < O Z m Z z J_ � m am < � EXISREMAIN TING CHIMNEY CERTAINTEED ASPHALT Q QI TO f ROOF SHINGLE, COLOR: EXISTING GEORGETOWN GRAY SKYLIGHTS TO REMAIN NEW ROOF EXTENSION NEW IX4 ON IX8 PRE PRIMED RED TITLE: CEDAR RAKE, PAINTED WHITE PROPOSED 12 - - - - - - WEST&SOUTH NEW ENTRY ROOF ELEVATION BEYOND NEW RED CEDAR - — & TRELLIS, NATURAL - - ® � � � � � PROPOSED -- -- NEW RED CEDAR PARTIAL PLAN TRELLIS, NATURAL O O O O O O D c B e c DATE ISSUED: 6X6 P.T. COLUMN NEW IX6 WOOD CORNER O O 05/28/2010 - WRAPPED IN IX BOARD, PAINTED WHITE CEDAR WARDS, of REVISIONS: PAINTED WHITE 4 ## 5 NEW ANDERSEN WINDOW 400 NEW WOOD COLUMN W/ NEW SIMP50N WOOD DOOR NEW ANDERSEN WINDOW NEW WHITE CEDAR SHINGLE NEW ANDERSEN § SERIES, MODEL No.TW3052 8"XB" WOOD ENCLOSURE, #7228 W/ 1705 SIDELITE EACH 400 SERIES, MODEL y t 5" TO WEATHER, NATURAL REPLACEMENT WINDOW COLOR: WHITE PAINTED WHITE SIDE, COLOR: NATURAL No.TW3046dTW2646 COLOR: WHITE I. COLOR: WHITE WINDOW TRIM, IX5 PRE e� PRIMED RED CEDAR W/2x2 SILL d 1.4 APRON DRAWN BY: J GARDNER PROJECT#: R-10- PROPOSED SIDE/WEST ELEVATION- (EXISTING HOUSE) PROPOSED FRONT SOUTH ELEVATION - EXISTING HOUSE DRAWING NO,: Scale:1/4"=V4. 4 - - Scale:1/4"=1•-0" Al . 0 L ISSUED FOR PERMITTING 05.28,10 Lm r WINDOW SCHEDULE CHEDI 11 C WHITE ALUMINUM GUTTER WINDOW J f1C ul-C W/ DOWNSPOUTS AS SHOWN -- - SIZE Number Manufacturer STYLE ATW2646 Head H I9M 9uantIty NOTES - - �• ' WIDTH R.O. HEIGHT R.O. _ _ _ _ __ _ _ _ _ _ _ _ _ _ Y WA A ANDERSEN 400 SERIES DOUBLE HUNG 3'-2 1/8' 5'-4 7/Bu 6'-1° 2 B ANDERSEN 400 SERIES DOUBLE HUNG 3'-2 I/B" 4'-8 7/8" 6'-8" 2 -- — P a 1'ar a 7 I} !- �' 0 - k i eT It t �:a1 9. T i I"' r C ANDERSEN 400 SERIES DOUBLE HUNG 2'-e I/B" 4-8 7/8" 6'-8" 2 -- 1 D ANDERSEN 400 SERIES DOUBLE HUNG TW24310 2'-6 I/8" 4'-0 7/8" 10 -- - —L ' I•_ "� � t �3f E ANDERSEN 400 SERIES DOUBLE HUNG A251 2'-4 7/B° 2'-0 7/8" 6'-8" 2 -- — N� ,}_ {'bi -it ,i:-�1 ' WINDOW SCHEDULE — � Scale:NONE Q � U U DOOR AND FRAME SCHEDULE 25 ci DOOR m z NUMBER Manufacturer STYLE Frame Material SIZE 9uantiry NO1E5 Z vi MATERIAL WlDiH�HEIGHTJ THK U < 36"W. ICE 4 WATER SHIELD c g OI SIMPSON HINGED- SINGLE WOOD INATURAL WOOD 2'-B°1 13/4° 2 -- MEMBRANE TYP. _ � 02 OVERHEAD DOOR OVERHEAD-4 WINDOW WOOD METAL I 9'-0° 7'-O° 3g 0 DOOR SCHEDULE — --- �:� Scale:NONE W L _ F— ROOF PLAN O Scale:1/4"=1'-0" I--- W z z W Q - O Q � U) N L LU `aa L'.!:: z m LU TIMBER RETAINING WALL AS 26".12° CONTINUOUS J ~ C< Q NEEDED. V.I.F. I CONCRETE FOOTING if W < C Cn 25'-0" W/ (3)- u 5 BARS 25'-0" z 0�5 000 c 6'-0" 6'-O" SIMPSON WOOD STRONG 24-0 O O J � m D WALL 5W16XBX4 4� ;l ` ------ ------------------ —J -- 5 _______ _________ r TOW EL.(8°) 1 j T05H ELC-IO') I Q v I I T.O.F. EL.(-8'-4°) I I B.O.F. E ') 9 I I I I I I I I I I I - .,n I 1 I I TITLE: p j L 4' CONCRETE SLAB I I I I ON 6 MIL VAPOR ZIP STRIP OR SAW CUT I I i__-_____ ____ O I I BARRIER ON 6° C.ONTROL JOINT ~a I I COMPACTED FILL I I _ PROPOSED o ct w _ _ o o ? I BARN DOORS I I �i GARAGE N O sm aPs.oR OVIDED BY OWNER DOOR OPENING T.O.W. ZIP ST IP OR SA T u --------_______-- 'EL.(-lo') - IIIIIIIIi - IIIIIiIII 4 - P L ANSCU 2 CONTROL OI DATE ISSUED: 05/28/2010 REVSIONS: DOOR OPENING T.O.W. 9 EL.(6°) I ------ SIMPSON WOOD STRONG WALL SW16XBXA __--------- -- L - DRAWN BY: J.GARDNER TIMBER RETAINING WALL PROJECT#: R 10 TIMBER LANDSCAPE STEPS - a5p 9'-7" I��rr11 DRAWING NO.: I I �1 Al . I by L 2 FIRST FLOOR PLAN FOUNDATION PLAN ISSUED FOR PERMITTING Sale:1/4"=V-W 1 L„� Style:u4,=r-0° 05.28.10 F- ma a� 0 C_ Y No.7m E ANDERSEN WINDOW 400jI It It ig SERIES, AWN. MODEL 12 II ,�r ri J�F,F E.,�,r-� .,L+- 3_}7�'� r 4 �1,il� CERTAINTEED ASPHALT C m No.A251, DOLOR: WHITE - - ROOF SHINGLES, COLOR: n -- �10 GEORGETOWN GRAY m D PHOTOVOLTAIC SOLAR 1 II Il i, 3r! �! a'3 PANELS a I r} IIV 3.! k ( t ,i ,.t F O �,$ PHOTOVOLTAIC SOLAR PANELS U IX4 SUB RAKE U ' WHITE ALUM. GUTTER ON u Ix0 PRE PRIMED CEDAR Z FASCIA LL p6 N 3 ROOF EXTEN5ION OVER IX8 PRE PRIMED RED Z COPPER FLASHING OVER DOOR '-----CEDAR FRIEZE, PAINTED 2X2 CAP ON IX5 PRE ___ —_— —_— ___ WHITE Z- PRIMED RED CEDAR TRIM, IX8 PRE PRIMED RED �U a PAINTED WHITE RED CEDAR BRACKET, CEDAR CORNER BOARD, Z E ANDERSEN WINDOW 400 ® ® PAINTED WHITE ® ® PAINTED WHITE 3 EEWHITE CEDAR SHINGLES O SERIES, MODEL No.TW24310 IX8 PRE PRIMED RED m C COLOR: WHITE D D CEDAR CORNER BOARD, D D EXPOSED 5�° TO WEATHER, g PAINTED WHITE NATURAL 3 2.2 SUBSILL 4 IX4 APRON 2X2 ON Ix8 PRE PRIMED ROOF OVERHANG AT BARN �� 5 _ WHITE CEDAR SHINGLES RED CEDAR MUDSILL, EXPOSED 5xj"TO WEATHER, PAINTED WHITE _-_-- DOOR W/ASPHALT �� 2 W/ COPPER FLASHING SHINGLES 4 Ix TRIM LANDSCAPE TIMBER STEPS ROOF OVERHANG AT BARN DEADMEN - DESIGNED ------------- r BY OTHERS DOOR W/ASPHALT _ RED CEDAR BRACKET, SHINGLES 4 Ix TRIM ---- -PAINTED WHITE D - ma 8x8 P.T. TIMBER RETAINING WALL Lu OVJ SLIDING BARN WOOD DOOR, BxB P.T. TIMBER U BY CEDAR NATURAL. PROVIDE RETAINING WALL Cn ER z z LLI if EAST ELEVATION) SOUTH ELEVATION O c scale:1/4'=V-V sale:1/4"=1'-0" Q N N cLuz co Lu r- Q Q a m� Q LL z z � � "' WOOD GABLE END VENT, Q PAINTED WHITE IX4 SUB RAKE E 0Q ANDERSEN WINDOW 400 12 SERIES, AWN. MODEL Nc,.A251, COLOR: WHITE 0 CERTAINTEED ASPHALT IX4 ON IXIO PRE PRIMED ROOF SHINGLE, COLOR: RED CEDAR RAKE BOARD, GEORGETOWN GRAY PAINTED WHITE COPPER FLASHING OVER TITLE: WHITE ALUMINUM GUTTER _ 2X2 CAP ON IXG CASING PRE PRIMED RED CEDAR, PAINTED WHITE --- ---- ------- PROPOSED ROOF EXTENSION _____ 2X2 CAP ON IX5 PRE OVER DOOR __________ ____ GARAGE PRIMED RED CEDAR TRIM, ROOF EXTENSION OVER - PAINTED WHITE DOOR CONTINUOUS / ELEVATIONS (2)—I44`XII7/6" LVL r RED CEDAR BRACKET, HEADER FROM _ PAINTED WHITE CORNER TO CORNER OF WEST WALL ANDERSEN WINDOW 400 IX8 PRE PRIMED RED SIMPSON-WOOD —F SERIES, MODEL No.TW24310 CEDAR CORNER BOARD, STRONG WALL _ DATE ISSUED: COLOR: WHITE D PAINTED WHITE SWI6X8X4 05/28/2010 2.2 SUBSILL 4 IX4 APRON WHITE CEDAR SHINGLE NG T4G V-GROOVE / REVISIONS: __ - _ EXPOSED% TO WEATHER, RED CEDAR, NATURAL NATURAL ON FLUSH _ METAL OVERHEAD DOOR ## 8 5 8x8 PNI NGIWALLR I SIMPSON WOOD DOOR U7225 COLOR: NATURAL L L r" DRAWN BY: J.GARDNER a S. - PROJECT#: R 10 3= DRAWING NO.: ha �, NORTH ELEVATION 1 WEST ELEVATION Scale:1!4"=1'-0" Scale:1/4"=1'-0" A2 . 0 rs ISSUED FOR PERMITTING 05.28.10 L" r LFr� G c. c as O a U U z LL 6 ti U m? 1 z ' �U a^ Z 10 OU �� m¢ m2 0 =0 W OW Z z w z W I31q XIITA" LVL RIDGE BEAM. HOLD A^'0 BOTTOM OF RIDGE BEAM TO O ~ BOTTOM OF RAFTER CUT R25 BATT INSULATION ��-- --��� C C Z m 2X6 COLLAR TIES @ 32"O.C. ———LOF LOOT� 1 ______TOP OF_ROOOF 0 1� PHOTOVOLTAIC PANELS FRONT (22'-2") _ I i FRONT (22'-2°) LL Q C/) 2XIO RAFTERS @ 16"O.C. II II II II II II II II II ii II II II II II II III II I O z ° COX PLYWOOD I II II II I I 111 1 66 Tn 00 3 SHEATHING 12 2 II II II II II II II II II II Il II II II II II 111 I 1 J {O A<.o 10� z J (Y) m III II II 11 II 11 11 11 II 11 11 11 II 1 11 II 11 111 1 — —�` � �--- ---� II II II II II II II II II II II II II II II II Ili I 1 Q { §6" PLYWOOD - II II II II II II II II II II II II II II II II pl 1 II II II II Il II II II II II II II II II II II III 1 Q BRIDGING @ 1/3 INT - 3'-4° { II II II II II II II II II II II II II II II II III II 1 3eZ°xn"�" TJI 560 FLOOR 1 I f II II II III 1 J015T @ I6"O.C. TOP OF PLATE @ OF PLATE @ 1 CEILINC FINISH) I FRONT (10'-U5")") 1 FRONT (10'4X°) 1 BY 1 1 1 Bt'-DER 1 { 1 TITLE: 1 I 1 { I 1 1 1 1 1 7 ® 1 I 2X4 STUD 1 I CONTINUOUS (2)-I�'q"XII " I 1 WALL 1 I 1 1 LVL HEADER FROM CONCRETE TOPPING PI HE I CORNER TO CORNER OF { 1 BUILDING P.T. SILL W/%"X12' GALV. OWARDS OVERHEAD DOORS�" 1 I WEST WALL 1 3'-4Yq ANCHOR BOLT @ 7WASH WASHERS I fl� �,m--:.ay..—ro-FFL�GAP 3 { 1 SECTIONS r.. 3X3XY4 GALV. WASHERS i ' WHERE PLANK MEETS �TEM. II. 1 _GAR. SLAB EL. GAR. SLAB EL. @ [_, FRONT DAMPPROOFING { 6" HOLLOW CORE CONCRETE { I { 10" CONCRETE FOUNDATION { PLANK, COORDINATE ALL I 1 1 1 DATE ISSUED: WALL Al (2)- .S BARS @ 1 DETAILS WITH APPROVED { 1 1 °u TOP 6 BOTTOM I I MANUFACTURES SHOP I -1 I 1 05/28/2010 DRAWINGS i 1 REVISIONS: 4"CONCRETE SLAB ON 6 MIL I 1 1 I I 4 VAPOR BARRIER ON 6° COMPACTED FILL i + .. { " 1 1 I ## 4' DIA. -� .. _ ,. _ _ _ _ STORAGE 5LAB-EL. q 5 PERFORATED "1'Pl F _ I @ REAR(-B'-O")") a .. 'w.r.«u...- �,F,•°•. —_—_ 5T@RREAR (-8'-0') PERIMETER DRAIN I ----------- 26"x12"CONTINUOUS / 1"'"'++ ""� - I 3 r,a._,3•.K,.: I { ----CONCRETE FOOTING Al �--------� � � •nd (3)- u 5 BARS L— {. Dr 1 DRAWN BY: - J.GARDNER PROJECT#: R-10- `s BUILDING SECTION ' BUILDING SECTION "B" DRAWING NO.: Scale:1/4°=1'-0" B - Scale:1/4" 6 3 . 0 ISSUED FOR PERMITTING V L 05.28.10 mz TOP OF ROOF CERTAINTEED ASPHALT CERTAINTEED ASPHALT 1 ROOF SHINGLES, COLOR: ROOF SHINGLES, COLOR: I I GEORGETOWN GRAY GEORGETOWN GRAY " CDX PLYWOOD CDX PLYWOOD SHEATHING SHEATHING ` R25 BATT R25 BATT _ v �• INSULATION INSULATION I II II II q � 2XIO RAFTERS @ 16"O.C. W/ 2XI0 RAFTERS @ SIMPSON 142.5A CLIPS @ EACH RAFTER TO RIM CONNECTION I L 2X8 COLLAR TIES @ 32' O.C. CONTINUOUS ALUMINUM DRIP EDGE • II I IX8 PRE PRIMED RED - I CEDAR FASCIA BOARD, PAINTED WHITE 2X6 SLEEPER WHITE ALUMINUM GUTTER NAILED TO RIM I -Z AND JOIST II II II O xa IX PRE PRIMED RED CEDAR FULL HEIGHT W5P I SOFFIT, PAINTED WHITE 3'-4° I SOTTO OF HEADER Z IX8 PRE PRIMED RED I CEDAR FRIEZE BOARD, ° TYP. EACH JOIST I - Z)Z PAINTED WHITE TOP OF PLATE TOP OF PLATE 2X4 VENT. SQUASH BILKS RIM BOARD PER JOIST RIM BOARD PER J015T p MANUFACTURER MANUFACTURER it Z U DBL. TOP PLATE B ---1!!! DBL. TOP PLATE II I II II II Z� Y s5o ----- CONTINUOU5 ALUMINUM DRIP EDGE S R PLYWOOD FLOOR A A 2X6 STUDS @ 16 O.C., U � U G, IX4 PRE PRIMED RED BALLOON FRAMED C 3 Ys"XII 76' TJI 560 CEDAR FASCIA BOARD, FLOOR JOIST @ PAINTED WHITE R-19 BATT INSULATION 161O.C. ,� \\ IX8 PRE PRIMED RED I �B O O CEILING FIN15H ! 1 / \ CEDAR FASCIA BOARD, I I �� T.O.D BY BUILDER I i sb°CDX PLYWOOD E \ / \ I PAINTED WHITE I SHEATHING FASTENED PER \ \ IX( TAG V-GROOVE PRE II II II IIOMPH EXPOSURE B GUIDE COPPER FLASHING OVER PRIMED RED CEDAR SOFFIT, ' ` 2X2 CAP ON G PRE PAINTED WHITE WHITE CEDAR SHINGLE i EXPOSED%" TO WEATHER, PRIMED RED CEDAR TRIM, RED CEDAR BRACKET, ___ TOP OF SUB NATURAL PAINTED WHITE PAINTED WHITE / \ FL R COPPER FLASHING OVER 1 2X2 CAP ON IX5 PRE I I W a- PRIMED RED CEDAR TRIM, TOP OF PLATE 2X6 BLOCKING PAINTED WHITE 7 A5.0 O W —CONTINUOUS LEAD FLASHING LU F-- OVER ICE AND WATER 2X4 STUDS @ 16 O.C. SHIELD z Z W Q W Z R-II BATT INSULATION ( \ CERTAINTEED ASPHALT sb"CrX PLYWOOD SHEATHING I 10 3�_q�� ROOF SHINGLES, COLOR: (n vi \ , / AS.Q GEORGETOWN GRAY A uj N J FASTENED PER IIOMPH \ / `l EXPOSURE B GUIDE 6 §b° CDX PLYWOOD SHEATHING Lu C z m As.o 2X6 RAFTERS @ I6° O.C. Q GALVANIZED CONTINUOUS STEEL WHITE CEDAR SHINGLE - CHANNEL L6XGXX LLH ` J LL N EXPOSED 5Y= TO WEATHER, CONCRETE TOPPING PITCHED 2X6 LEDGER Q NATURAL ` - TOWARDS OVERHEAD DOORS 16" /� \\ CONTINUOUS ALUMINUM DRIP O Z PER FOOT. ALLOW TO FILL GAP GAR SLAB EL.@ EDGE p� CID C�___ P T SILL W/�b'XIB° \ WHERE PLANK MEETS STEM. REAR (8') / \ IX4 PRE PRIMED RED J GALV. ANCHOR BOLT @ / \ TOW CEDAR FASCIA BOARD, m 72"O.C. W/3X3XYe' / -- GAR. SLAB EL -`0000.0 I PAINTED WHITE O c� GALV. WASHERS ! IXB PRE PRIMED RED __LAB L .Q \ / CEDAR FASCIA BOARD, � CONCRETE TOPPING PITCHED ! C6") \ PAINTED WHITE Q TOWARDS OVERHEAD DOORS�° Flo< \ PER FOOT. ALLOW TO FILL GAP ` I _ 2X6 OUT RIGGERS Q WHERE PLANK MEETS STEM. IX6 TAG V-GROOVE PRE Q .. 7 _ I PRIMED RED CEDAR SOFFIT <j• I PAINTED WHITE 6" HOLLOW CORE CONCRETE : aII BARN DOOR HARDWARE 6" HOLLOW CORE CONCRETE PLANK, COORDINATE ALLDETAILS PLANK, COORDINATE ALL DETAILS WITH APPROVED MANUFACTURES - ALTERNATE ANCHORAGE 50 BOTH WITH APPROVED MANUFACTURES - 4X4 RED CEDAR - SHOP DRAWINGS "::: I'. > SHOP DRAWINGS FRAME FOR BARN FOUNDATION WALLS ARE BRACED DOOR OFFSET, WATERPROOFING DAMPPROOFING PAINTED WHITE TITLE: W I I 10' CONCRETE 10" CONCRETE FOUNDATION WALL nl FOUNDATION WALL MTL. BARN DOOR W/ (2)- tt5 BARS I„9'.°. W/ (2)- tt5 BARS TRACK WALL @ TOP A BOTTOM I °.I @ TOP A BOTTOM STORAGE SLAB EL. SECTIONS 4° CONCRETE SLAB I I 4" CONCRETE SLAB ON 6 MIL VAPOR I Q ON 6 MIL VAPOR BARRIER ON 6° BARRIER ON 6° EMBED 2X2XI/4L I TOP OF FROST _ :r3N,5.;1 A w COMPACTED FILL COMPACTED FILL - - MTL ANGLE FULL �-- I I WALL( 10 6). .fie� t�� r.I � WIDTH OF OVERHEAD DOORS - DATE ISSUED: � DA � Y° EXPANSION JOINT ° Y," PAN ION JOINT OPENING S, TYP. ° °II 0 /2 /5 B 2010 ° 3 0 - o n - 4° CONCRETE SLAB REVISIONS: a w ON 6 MIL VAPOR ro BARRIER STORAGE SLAB EL STORAGE SLAB EL I COMPACTED z FILL e TOP OF FTG @FROST TOP OF FTG @ FROST �. - DAMPPROOFING 4' DIA. PERFORATED - r c ° '—$ B—- 4, -1 4" DIA. PERFORATED I 6 PERIMETER DRAIN OUT /y ..,y I °° + ^'� $ WALL( 13-b�j') WALL(-13 6�4) .,Lra r{ k �: I ;,• � Ij- PERIMETER DRAIN OUT R CONCRETEALL W/ TO OPEN AIR �' �k '�>l T - i� ,,,,i 9 -' •' F OS -.�2i �I TO OPEN AIR STOP OF FTG G�FROST L_' - 2 tt5 BARS @ 1 t I. I ik{ ._ WALL(-13'-6�'4") 4 - ( )- / 1 BOTTOM OF FTG @ BOTTOM OF FT 6 @ t�"` i'' ,{.R - TOP A BOTTOM FROST WALL(-14'-6 ")") FROST WALL(-14 b�'4) :_ c "1. I-4 1 t�x'l�K 4 DIA. PERFORATED DRAWN BY: J GARNDER BOTTOM OF FTC,@ - - I _ y•y T r.�i J .-1" FROST WALL(-14'-6�'4') 1 I II L' PERIMETER DRAIN OUT sY I _ "i I.1 - R I "_ - �1--11 _ I' I :'I R _ TO OPEN AIR PROJECT#: R 10 - -^- _ m- - 26"xl2" CONTINUOUS - a" 26"x 12° CONTINUOUS - - CONCRETE FOOTING DRAWING NO.: S CONCRETE FOOTING CONCRETE FOOTING W/ (3)- tt 5 BARS W/ (3)_ tt 5 BARS W/ (3)- tt 5 BARS e A4 . 0 „E 3 WALL SECTION "3" 2 WALL SECTION "211 1 WALL SECTION "I" ISSUED FOR PERMITTING Sole:3/4"=1'-0" kale:3/4'=1'-0' n 05,28.10 Lm F Ee1,1L F •7TM'. d a O a U U z w LL ee y VENT BAFFLE @ 5 U 5 EXISTING INSULATION (D Z EXISTING HOUSE J U a BEYOND Z S c2 U $ NEW 2X6 RAFTERS (SISTER TO EXIST'G ROOF FRAME) W/CDX 3 a PLYWOOD SHEATHING, ICE 4 WATER SHIELD, 4 NEW ASPHALT .� 0 SHINGLES TO MATCH EXI5T'G EXISTING HOUSE BEYOND hiN = NEW ENTRY ROOF BEYOND IX6 CEDAR BOARD O CEILING W/VENT 0 W WHITE ALUMINUM GUTTER N z W G z G _O o NEW RED CEDAR ~ V) v) w `'' z m TRELLIS, NATURAL -- Ly J ~Lu C LL 9" X p z IX8 FASCIA W � Q O J_ cy) m NEW DBL HUNG WINDOW, ANDERSEN (2)-2X10 HEADER _ 400 SERIES IN IX6 CAP EXT'G EXT. WALL 0 IX11§" TRIM Q GX6 P.T. COLUMN - WRAPPED IN IX CEDAR BOARDS, PAINTED WHITE IX8 BASE ¶TLE: WALL SECTIONS i — DATE ISSUED: 05/28/2010 REVISIONS: %Xb P.T. DECKING ## 5 10'0 CONIC. FTG., 4'-0' MIN. FROM GRADE TO BOTTOM OF FTG. 8 . caS DRAWN BY: g J.GARDNER £° PROJECT#: R-10- f3 yg DRAWING NO.: o WALL SECTION "2" WALL SECTION "1" 4 . 1 Scale:3/4"=V-0" 1 Scale:3/4"=r-0" ISSUED FOR PERMITTING L n 05.28.10 m STAMP: Bd @ G" O.G. FLR - Xf'O X 3"GALV. LAG DIAPHRAGM TO EA - @ EVERY STUD BLK EXTERIOR GALVANIZED CONTINUOUS STEEL FLR DIAPHRAGM SHEATHING PER y2" GWB, PAINTED CHANNEL LGXGXY LLH SHEATHING PER PLAN A/50.3 OR SHEAR WHITE CEDAR SHINGLES SIDING, a WALL SCHEDULE R&R, 5" EXPOSUR (SHEATHING TO RIM) ', IBERGLA55 INSULATION Ya'm X2" EMBED'D EXPANSION TURN UP MEMBRANE ' FILL ALL VOIDS Al LOW ANCHOR J5T PER PLAN TOE NAIL RIM JST FLASHING @ SIDES, TYP. EXPANSION FOAM SEALANT TO PLATE w/ 16d @ 2X6 WALL STUD @ 16' O.C. .311 6" O.C. MAX OR PER - SILL EXTENSION 1 r 50EAR WALL SELF ADHERED MEMBRANE LOW-E WINDOW UNIT �. SCHEDULE TAPE FLASHING OVER 6" GLAD BOARD DRAIN Y A IFMETAL FLASHING. INSULATED HEADER WINDOW SILL SLOPE MA (2)EOUIRED EU.NAO. TYPICAL MD AIR INFILTRATION SEALANT @PERIMET WINDOW SILL ° BARRIER ON 1/2'0.5.6. 2x2 SILL, PAINTE SHEATHING, WRAP AN 2° RIGID INSULATION ONTINUOUS BEAD OF a. PROVIDE C516 BOT TAPE OVER MEMBRANE Q a o STRAP AND NAIL TO FLASHING SELF ADHERED SEALANT .a a I-JST BOT CHORD AND METAL FLASHING TYPICAL EDGE MEMBRANE FLASHING /n TOP OF TOP PLATE (DO /✓�/� 2-16d @ 12'O.C. RIM CASING TRIM HEADER Ix4RA APRON (2)- 2x6 SILL, TYP. 0l3 .9.9 NOT TO NAIL I-JST 12' SELF ADHERED MEMBRANE RABBETED o BLK TO FLR JST) PLABOARD TO TOP FLASHING OVER FLANGE f/2° GWB, PAINTED O a a a Ix5 TRIM, PAINTELANT CONTINUOUS BEAD AIR.INFILTRATION BARRIER C) eF ON 1/2' O.S.B. SHEAT4411 BERGLA55 INSULATION Z SEALANT @ PERIMETERCE LL B 8" MIN. T/PLATE WINDOW HEAD 2X6 WALL STUD @ 16° O.G. N U EDGE BY PRECASTER - —- - Z PER PLAN FILL ALL VOIDS W/LOW WHITE CEDAR SHINGLES SIDIN SOLID I-JST BLK TO MATCH J5T EXPANSION FOAM SEALANT - RBR, 5" EXPOSURE DEPTH IN FIRST TWO BAYS @ 4'-0' O.C. ALONG WALL 14" LSL RIM BOARD HEAD EXTENSION ?U e BY JST MFR. 3-16d TOE NAIL BLK TO TOP PLATE FLOOR-WALL INTERSECTION DETAIL TYP. FLOOR BRACING PARALLEL TYP. HEAD DETAIL @WINDOWS TYP. SILL DETAIL @WINDOWS... �.� s to Scale:3"=1'-0" Scale:3"=1'-0° Scale:3°=1'-0" Scale:3°=1'-0° ■E R E s.¢"XIB°GALV, ANCHOR - YZ GWB, PAINTED CERTAINTEED ASPHALT BOLT @ 72"O.C. W/ ROOF CAP SHINGLE, COLOR: 3X3Xlg" GALV. WASHERS EXPANSION JOINT WHITE CEDAR SHINGLES SIDING, FIBERGLASS INSULATION - GEORGETOWN GRAY 5" EXPOSURE W CONTINUOUS ALUMINUM DRIP P.T. 2X4 SILL 2X6 WALL STUD @ 16'O.C. EDGE CONCRETE TOPPER PITCHED TOWARDS - IX4 PRE PRIMED RED OVERHEAD DOORS�° PAIDAR FASCIA NTED WHITE BOARD, O W CONTINUOUS PER FOOT. ALLOW TO SELF ADHERED MEMBRANE 2 INSULATED HEADER FILL GAP WHERE To TAPE FLASHING OVER ( ) U t— SEAL SEALER - METAL FLASHING 2x HEADER AS REQUIRED IX0 PRE PRIMED RED W MEETS STEM. Z U.N.O. CEDAR FASCIA BOARD, z W Q AIR INFILTRATION PAINTED WHITE O W BARRIER ON I/2' O S.B. 2%2" RIGID INSULATION 0 PLUG CORES PER ' �'-' a SHEATHING, WRAP AN r �= CEDAR ESO SOPRIMEFFIT, ,/ c/) (/) W MANUFACTURES RED GAR. SLAB EL. Q RECOMMENDATIONS @FRONT(6 TAPE OVER MEMBRANE TYPICAL MDF Al I I WHITE Ly W z J METAL FLASHING BEADED EDGE CASING I IX4 PRE PRIMED RED W Lv _ m c TRIM HEADER CEDAR SUB RAKE, PAINTED Q I� 12' SELF ADHERED MEMBRANE WHITE J W C ra ° FLASHING OVER FLANGE C Cr) BEAD Q Z 544E LF 10) _ i - Ix5 PVC TRIM, PAINTED - F SEALANT ,i %° COX PLYWOOD 66 [f) 0 SHEATHING J !'] p WHITE CEDAR SHINGLE z J Co a SEALANT @ PERIMETER SIDING, EXPOSED%"TO O 6" 4" WOOD FRAME HEAD WEATHER, NATURAL EXTERIOR DOOR Q 0" Q 6 SECTION DETAIL @ TOP OF FOUNDATION WALL 5 TYP. HEAD DETAIL @ EXTERIOR DOOR 4 RAKE DETAIL @ TOP OF GABLE Scaie:l l/2"=1'-0 Scale:1 1/2'=1'-0" Scale:3°=1'-0° TITLE: GALV. EMBED 2X2XI/4C MTL ANGLE, FULL - ,\ WIDTH OF OVERHEAD SLIDING BARN DOOR EXPANSION JOINT DOORS OPENINGS, TYP. - 1\ DETAILS 4X4 FRAME FOR BARN DOOR CONCRETE TOPPING PITCHED OFFSET AND HARDWARE. \ IX JAMB. PAINTED TOWARDS OVERHEAD DOORS J6" PAINTED TO MATCH TRIM TO MATCH TRIM PER FOOT. ALLOW TO FILL GAP `\ CIP CONCRETE APRON SEALANT OR I WHERE PLANK MEETS STEM. �\ ~ WATERPROOF METAL BARN DOOR TRACK , Ix8 RED CEDAR #5 BARS @ IB"O.C. MEMBRANE ZIP STRIP OR SAW TRIM PAINTED 6" HOLLOW CORE CONCRETE INTERIOR WALL CUT CONTROL JOINT DATE ISSUED: 3'-6" PLANK, COORDINATE ALL COVERING 05/2B/2010 _____ DETAILS WITH APPROVED @gFRO�gi(6') MANUFACTURES SHOP R21 BATT - REVISIONS: n o DRAWINGS INSULATION PAINTED TRIM P.T.Gx6 WOOD _ $- POST T` ## p —fl .o. 1 \ SHELF EL CEDAR SHINGLE SIDING Ix6 RED CEDAR -— - TRIM PAINTED COX PLYWOOD SHEATHING FASTENED PA D D PROVIDED PER IIOMPH EXPOSURE aE a i "'`..;. CRUSHED STONEBASE rf i - I I ° BY GORE PLANK ° B GUIDE - DRAWN BY: COMPACTED BACK FILL IIp. MANUFACTURER J.GARDNER ,a �:I PAINTED TRIM - PROJECT#: R-t o- `" DRAWING NO.: $ SECTION DETAIL @ GARAGE ARPRON PLAN DETAIL @ BARN DOOR PLAN DETAIL FOR COLUMNS ENCLOSURE Scale:11/2"=1'-W L Scale:11/2"=1'-0" 6t ISSUED FOR PERMITTING A5 O 05.28.10 L� r �,A3L F g STRUCTURAL NOTES AND SPECIFICATIONS (1 & 2 FAMILY - 110 MPH) Y No.7M MA GENERAL FOUNDATIONS WOOD FRAMING SPECIFICATIONS WOOD CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF 1. THE STRUCTURAL FOUNDATION PLAN IS BASED UPON THE FOLLOWING PRESUMPTIVE SOIL 1. ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE Will THE RECOMMENDED 1. ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM?4 THICK APA RATED WOOD BARNSTABLE,MA BUILDING DEPARTMENT AND THE MASSACHUSETTS STATE BUILDING CODE,7TH PARAMETERS: _ PRACTICE OF THE NATIONAL FOREST PRODUCTS ASSOCIATION(NFPA)AND NATIONAL DESIGN STRUCTURAL PANEL(WSP)SHEATHING WITH A SPAN RATING OF 32/16 OR WALL-24,EXPOSURE EDITION FOR SINGLE AND TWO-FAMILY OWEUNGS(MSBC). IN ADDITION,THE AF&PA GUIDE TO A, BEARING CAPACITY 2,000PSF(MSBC TABLE 5401.4.1) - SPECIFICATION FOR WOOD CONSTRUCTION(NDS). 1. PANELS SHALL BE WNDSTORM PANELS AS MANUFACTURED BY NORBORD WOOD CONSTRUCTION IN HIGH WND AREAS FOR ONE-AND TWO-FAMILY DWELLINGS,110 MPH. S. ACTIVE EARTH PRESSURE 40 PCF (www.windstermosbs )OR AN APPROVED SUBSTITUTE. AT LEAST ONE SIDE OF ALL EXTERIOR EXPOSURE 8,IS APPUCABLE TO THIS PROJECT. C. AT-REST EARTH PRESSURE ED PCF - 2. ALL WOOD MEMBERS,ENGINEERED LUMBER,AND PLYWOOD USED IN CONSTRUCTION OF THIS WALLS SHALL BE SHEATHED.SHEATHING SHALL BE ORIENTED WiTH,LONG SPAN OF THE SHEET STRUCTURE SHALL BE NEW MATERIAL. ALL W00D AND.ENGINEERED LUMBER MEMBERS SHALL 6E VERTICAL OR PARALLEL TO THE SUPPORTING STUDS. WALL SHEATHING SHALL BE FASTENED WTH - c FREE FROM CRACKS,KNOT HOLES,NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. 8d COMMON NAILS AT A MAXIMUM 4"O.C.AROUND ALL DIRECT EDGES(EN)AND 12"D.C.ON ////� 2. DESIGN DEAD LOADS 2. THE MALL BUILDING VE OFFICIAL SHALL DETERMINE IF A FULL GEOTECHNICAL D INVESTIGATION IS REQUIRED, ALL PRESUMPTIVE SOIL DESIGN PARAMETERS ER LICENSED D THESE DRAWINGS SHALL ALL INTERIOR SUPPORTS(FN). ROOF 6E CONFIRMED IN THE FIELD BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF 3, WOOD FRAMING SIZES,VERTICAL FRAMING,HORIZONTAL FRAMING,FlRESTOPS,ANCHORAGE, MASSACHUSETTS(OR THE LOCAL BUILDING OFFICIAL)PRIOR TO CONSTRUCTION OF ANY FOOTINGS FURRING AND CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER MSBC MINIMUM 2. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP BEAMS THAT ARE USED W PLACE OF SOLID Qf m ASPHALT SHINGLES 5.0 PSF WITHIN EXCAVATIONS.STRUCTURAL FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL REQUIREMENTS, SECTION MEMBERS SHALL HAVE PLIES CONNECTED IN ACCORDANCE WITH MANUFACTURER o JHe•PLYWOOD SHEATHING 1.5 PSF CONFORMING TO THE REQUIRED MINIMUM BEARING CAPACITY. RECOMMENDATIONS. - O y ROOF RAFTERS 0 16"O.0 %.PLYWOOD SHEATHING 2.0 PSF(ATTIC FLOOR ALLOWANCE) 3. BOTTOM OF FOOTING ELEVATIONS SHOWN ON THE PLAN ARE MINIMUM DEPTHS,AND ARE (SILL PLATES)SHALL BE PRESERVATIVE TREATED(PT)LUMBER. WATER-BORNE PRESERVATIVES 3. ALL WOOD MEMBERS SHALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS. U CEILING I-JOISTS a 16"O.C. 3.5 PSF NOT TO BE CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO SHALL BE USED AND LUMBER SHALL BE TREATED IN ACCORDANCE NTH AWPA 02 OR C9 AND CC) INSULATION 1.0 PSF REACH GOOD BEARING. NO FOOTING ELEVATIONS SHALL BE ADJUSTED WTHOUT THE WRITTEN APPLICABLE AWPA STANDARDS FOR ABOVE GROUND USE.ALL FASTENERS INCLUDING ANCHOR 4. PROVIDE STANDARD JOIST HANGERS BY SIMPSON STRONG-TIE OR AN APPROVED Z E1 K"ONE CEIUNG 2.0 PSF AUTHORIZATION OF THE STRUCTURAL ENGINEER OR ARCHITECT. BOLTS,POWDER ACTUATED FASTENERS.NAILS,CLIPS AND HANGERS ATTACHED TO OR THROUGH SUBSTITUTE ON ALL BEAM AND JOIST ENDS THAT DO NOT BEAR ON WALLS OR BEAMS. LL 6 MISC.(HVAC,ELEC,SOLAR PANELS) 2,5 PSF PT LUMBER SHALL BE HOT-DIP GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE 20.0 PSF 4. IF ENCOUNTERED,LEDGE OR ROCK SHALL BE OVER EXCAVATED A MINIMUM DEPTH OF 12 MANUFACTURER'S RECOMMENDATIONS, S. ALL WOCD FRAMING SHALL BE FASTENED IN ACCORDANCE NTH THE FASTENING SCHEDULE N INCHES BELOW THE PROPOSED BOTTOM OF FOOTINGS COMPACTED STRUCTURAL FILL SHALL BE j U PROVIDED AS SACKILL ABOVE LEDGE OR ROCK AS NECESSARY TO MEET THE PROPOSED BOTTOM ,i IN TABLE 2 OF THE AF&PA GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ONE-AND FLOOR ALL WOOD STUDS #2 SPRUCE-PINE-FIR AND BEAMS SHALL -MINIMUM,p'2 HEM-FIR,OR R HALL BE INDICATED DWELLINGS, IN MPH.EXPOSURE B. E TABLE APPLY. OF THE MSBC OR AS 0 Z OF FOOTING ELEVATIONS. FOOTINGS ARE NOT PERMITTED TO TRANSITION FROM SOIL BEARING TO FIR-LARCH(D-F-L).OR�2 SPRUCE-PINE-FIR(S-P-F),OR BETTER. ALL LUMBER SHALL BE INDICATED IN THESE DRAWINGS.THE MORE STRINGENT SHALL APPLY. SHEAR WALL AND �uj FLOOR FINISH 3.5 PSF LEDGE BEARING WTHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. STAMPED NTH THE GRADE MARK OR AN APPROVED LUMBER TESTING OR"RACING AGENCY IN DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN ACCORDANCE WITH THE SHEAR WALL AND Z -•PLYWOOD SHEATHING 3.0 PSF ACCORDANCE NTH DOC PS-20. FINGER JOINTED LUMBER SHALL NOT BE PERMITTED WTHOUT DIAPHRAGM FASTENING SCHEDULES ON THESE DRAWINGS. NAILS FASTENING SHEATHING TO U 2.12 0 16"O.C. 4.0 PSf 3 NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. THE FOLLOWNG WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. SUPPORTING MEMBERS SHALL BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING Z "'S MINIMUM FOOTING DEPTHS ARE REQUIRED AS MEASURED FROM THE TOP OF ADJACENT GROUND SURFACE. 3= k"GWB CEILING 1.5 PSF SURFACE OR SLAB TO THE BOTTOM SURFACE OF FOOTING: 6. ALL ENGINEERED WOOD PRODUCTS SHALL BE AS MANUFACTURED BY TRUS JOIST OR AN MISC.(HVAC,ELEC,FP) 3.0 PSF O U 6 15.0 PSF INTERIOR HEATED t2 INCHES APPROVED SUBSTITUTE, WHERE AN ALTERNATE PRODUCT IS PROPOSED,LAMINATED VENEER 6. ALL 2X JOISTS SHALL BE PROVIDED WTH ONE UNE OF BRIDGING FOR EACH 8 FEET OF C' ( ) LUMBER(LVL),PARALLEL STRAND LUMBER(PSL),AND LAMINATED STRAND LUMBER(LSL)SHALL SPAN. BRIDGING SHALL CONSIST OF METAL CROSS,WOOD CROSS(IX3 MINI OR 2X SOLID In GARAGE EXTERIOR(UNHEATED) 4 FEET BE MANUFACTURED TO THE MINIMUM PROPERTIES SPECIFIED BELOW. ALL ENGINEERED WOOD BLOCKING OF EQUAL DEPTH TO THE JOIST. FLOOR AND ROOF TRUSS COMPONENTS SHALL HAVE �� g PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WTH THE DETAILS ON THESE DRAWNGS ANO BRIDGING OR BRACING LINES AS SHOWN ON TRUSS MANUFACTURER DRAWINGS. �� 6, STRUCTURAL FILL SHALL BE DEFINED AS FILL MATERIAL USED TO SUPPORT BUILDING THE MINIMUM STANDARD DETAILS PROVIDED BY THE MANUFACTURER. ��� PRECAST PLANK (MFR SELF WEIGHT) FOUNDATIONS AND SLABS. WHERE STRUCTURAL FILL IN EXCESS OF 12'IS REQUIRED TO ACHIEVE 7. FRAMED OPENINGS SHALL HAVE TRIMMER AND KING STUD QUANTITIES AS FOLLOWS: 4"AVG.CONC TOPPING 50 PSF DESIGN FOOTING ELEVATIONS,A GEOTECHNICAL REPORT IS REQUIRED IN COMFORMANCE WIN PROPERTY LVi PSl LSl PSL(CCL) EXTERIOR WALLS m� MEG.I (HVAC,ELEC) S PSF MSBC 5401,6 AS PREPARED BY A PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN THE OPENING SIZE Mfg KING 55 PSF(SUPERIMPOSED) COMMONWEALTH OF MASSACHUSETTS.STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAND MODULOUS OF ELASTICITY(E),psi 1.9XiO^6 20%10^6 1,55X10^6 t.8%10"6 UP TO 1-2X 2-2X AND GRAVEL AND GRAVELY SAND,FREE FROM ICE,SNOW,ROOTS,SOD,RUBBISH,AND OTHER OVER 4'-0"TO 8'-0" 2-2% 2-2% OELETERIOUS OR ORGANIC MATTER,AND SHALL CONFORM TO THE FOLLOWNG MATERIAL FLEXURAL STRESS(Fb),psi 2,600 2.900 2.325 2,400 3. DESIGN LIVE LOADS: GRADATION SPECIFICATION: INTERIOR WALLS PASSENGER VEHICLE GARAGE 50 PSF (2.O00g OVER 20 SC.IN.) SIEVE SIZE PERCENT FINER BY WEIGHT PERPENDICULAR(Fc) 750 750 Sao 425 UP TO 4'-0' 1-2X 1-2X MT OVER 4'-0•TO 8'-0" 2-2X 2-2X HABITABLE AREAS,DECKS 40 PSF 6 m COMPRESSION PARALLEL W'Fc) 2.510 2,900 2.050 2,500 STAIRS,LANDINGS 40 PSF (300#OVER 4 SO.IN.) NO.4 30-_-9 5 8, PROVIDE COLLAR TIES ON CONVENTIONAL RAFTER FRAMING OF AT LEAST IX6 BOARDS LLI HABITABLE ATTICS,SLEEPING AREAS 30 PSF NO.40 10-SD UNINHABITABLE ATTIC w/STORAGE 20 PSF NO 20O 0-10 SHEAR PARALLEL(Fv) 285 290 370 190 LOCATED AT A DISTANCE OF K OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BEAM AND A UNINHA6ITABLE ATTIC w/o STORAGE IC PSF MAXIMUM SPACING OF 48'O.C. (- ROOFLOADS ARE SNOW (OR AS REQUIRED BY THE REFERENCED GEOTECHNICAL REPORT) 7. ALL PREFABRICATED WOOD I-JOISTS SHALL BE LEVEL BY WIEYERHAEUSER,TRUSS JOIST TJI o_. ALL NONBEARING PARTITIONS PARALLEL TO TRUSSES SHALL BE SUPPORTED AT THEIR BASE SNOW IMPORTANCE FACTOR(Is) 1.0 7. ALL UTILITIES CROSSING FOUNDATION WALLS SHALL GENERALLY CROSS AT 90 DEGREES TO SERIES JOISTS OR AN APPROVED SUBSTITUTE. I-OISES SHALL BE PROVIDED IN ACCORDANCE BY A DOUBLE JOIST DIRECTLY UNDER THE PARTITION OR WHERE THE PARTITION FALLS BETWEEN UJ GROUND SNOW!LOAD(Pa) 30 PSF THE WALL LINE. WHERE UTILITY CROSSING ELEVATIONS ARE IN CONFLICT WTH THE FOOTING OR WITH THE DEPTH AND SERIES SPECIFIED ON THE PLAN. PREFABRICATED WOOD I-JOISTS SHALL JOISTS.2,,4 BLOCKING AT A SPACING NOT TO EXCEED 24"O.C.BENEATH THE WALL ABOVE. ( , FLAT ROOF SNOW(Pi) 21 PSF WTHIN 24"BELOW THE BOTTOM OF FOOTING,THE FOOTING SHALL BE STEPPED DOWN SUCH THAT CONFORM TO AST,T D 5055. (/� v THE UTILITY CROSSES THROUGH THE FOUNDATION WALL 10. ALL BUILT-UP BEAMS,ENGINEERED WOOD BEAMS,AND GIRDER TRUSSES MUST BE z Z LLI Q 4. WND LOADS 8. ALL WOOD STRUCTURAL PANEL(WSP)SHALL CONFORM TO THE REQUIREMENTS OF DOC SUPPORTED BY POSTS WTHIN THE WALL FRAMING THAT ARE DIRECTLY AUGNED NTH THE BEAM O w C 8. FOUNDATION WALLS SHALL BE BACKFILLED EQUALLY ON BOTH SIDES UP TO THE LOW SIDE PS-2 WITH A BOND CLASSIFICATION OF EXPOSURE 1.WOOD STRUCTURAL PANEL SHALL BE OR GIRDER TRUSS ABOVE. ALL BUILT-UP BEAMS OF 2X CONVENTIONAL FRAMING MEMBERS BASIC WIND SPEED(V) 110 MPH FINISH GRADE. UNBALANCED BACKFILL ON BASEMENT FOUNDATION WALLS SHALL NOT BE STAMPED WITH AN APA TRADEMARK INDICATING THE THICKNESS.GRADE AND SPAN RATING SHALL BE SUPPORTED BY AT LEAST THE SAME NUMBER OF BUILT-UP STUDS. ALL ENGINEERED EXPOSURE B COMPLETED UNTIL THE FIRST FLOOR LEVEL OF FRAMING HAS BEEN FASTENED TO THE FOUNDATION INDICATED ON THE DRAWINGS AND WTHIN THE SHEAR WALL AND DIAPHRAGM NOTES. PLYWOOD WOOD BEAMS AND GIRDER TRUSSES MUST BE SUPPORTED BY A MINIMUM OF A 3-PLY BUILT-UP DESIGN CRITERIA MA CHECKLIST FOR COMPLIANCE AND WALL AND FLOOR DIAPHRAGM SHEATHING NAILED IN PLACE. OR ORIENTED STRAND BOARD(OSB)MEEETING THIS SPECIFICATION MAY BE USED AS WSP, STUD OR THE NUMBER OF STUDS REQUIRED TO MEET OR EXCEED THE WIDTH OF THE FRAMING I..I..1 7 J AF&PA 110 MPH,EXP 8 MEMBER ABOVE,WHICHEVER IS LARGER. L rn 9. ALL JOIST HANGERS,COLUMN CAPS,COLUMN BASES,HOLOOWNS,METAL CONNECTOR Q 5. RESIDENTIAL STRUCTURES LOCATED IN THE WIND BORNE DEBRIS REGION SHALL HAVE ALL PLATES AND OTHER ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURED BY 11. ALL POSTS SHALL BE CARRIED DOWN TO FOUNDATIONS. JOIST CAVITIES-WTHIN THE FLOOR WIN00WS PROTECTED FROM WND BORNE DEBRIS IN ACCORDANCE WTH MSBC 53OLZI.2. SIMPSON STRONG-TIE CO.,INC, t al' OR AN APPROVED SUBSTITUTE. AlL THAT FALL IN LINE WITH POSTS SHALL BE BLOCKED SOLID BETWEEN THE TOP PLATE OF THE J ~ F- CONCRE E (www.s ran-le,cem) ll MILE INLAND FROM WIND BORNE DEBRIS REGION WITHIN THE 110 MPH VINO ZONE IS DEFINED AS! PRODUCTS SHALL BE INSTALLED IN STRICT ACCORDANCE MTH ALL OF THE MANUFACTURER'S WALL BELOW TO THE UNDERSIDE OF THE SOLE PLATE ABOVE. < G Cn MILE NLAND FROM COASTAL MEAN HIGH WATER LINE. t. ALL CONCRETE SHALL BE PROPORTIONED,MIXED AND PLACED CONFORMING TO CURRENT RECOMMENDATIONS. �l 7 12, CONSTRUCTION AN BRACING SHALL CI PROVIDED BY THE CONTRACTOR TO MAINTAIN THE 6�(( L 6. STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL,ARCHITECTURAL, AMERICAN CONCRETE INSTITUTE(ACT)30i,304 AND 308 STANDARDS. THE FOLLOWING CONCRETE BUILDING PLUMB AND TRUE. THE BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD 0 (/) Q MECHANICAL.AND ELECTRICAL DRAWNGS AND SPECIFICATIONS. CO NNE NAILS SHALL E IN ACCORDANCE WITH THE AMERICAN INSTITUTE TI TIMBER00 MIX DESIGNS SHALL BE SUBMITTED FOR fiEVIEW BEARING AND SHEAR WALLS ARE COMPLETELY SHEATHED.CONNECTED AND ANCHORED. CONSTRUCTION(ALTO),AMERICAN WOOD COUNCIL NATIONAL DESIGN SPECFlCARON FOR WOOD _J 7. CONSTRUCTION PROCEDURES,BRACING,MEANS,METHODS,AND SAFETY PRECAUTIONS ARE GENERAL STRUCTURAL CONCRETE CONSTRUCTION(NDS)AND ASTJ F 1667, ALL NAILS SPECIFIED ON THESE DRAWINGS SHALL BE 13. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY O J (1n THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. COMMON NAILS UNLESS NOTED OTHERWISE. NECESSARY,CUTTING AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING ASSEMBUES THESE DRAWNGS ARE REPRESENTATIVE OF THE COMPLETE STRUCTURAL SYSTEM. 28-DAY STRENGTH(MIN) 3,000 PSI SHALL BE LIMITED BY THE FOLLOWING PROVISIONS OF THE MSBC T COARSE AGGREGATE(MAX) Y" GUN NAILS MAY BE USED AND ME FOLLOWING MINIMUM DIAMETERS SHALL BE USED FOR THE COMMON DESIGNATIONS ON THESE PLANS: Q 8. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY WATER CEMENT RATIO(w/c) O4g STUDS/WALLS MSBC 5602.E QISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION AIR ENTRAINMENT 6%(it%) PENNY WEIGHT DIAMETER JOISTS/BEAMS MSBC 5502.8 Q BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. RAFTERS MSBC 58027 INTERIOR SLAB-ON-GRADE AIR) to 0.113 < 9. UNLESS OTHERWISE NOTED,DETAILS SHOWN ON ANY DRAWNGS ARE TO 6E CONSIDERED Ina 0.12}" 74, STRUCTURAL WOOD FRAMING SYSTEM DETAILED ON THESE DRAWNGS ASSUMES TYPICAL FOR ALL SIMILAR CONDITIONS. 28-DAY STRENGTH(MIN) 4,000 PSI 12d 0.123' CONVENTIONAL"STICK-FRAMED"CONSTRUCTION BUILT ON THE PROJECT SITE. COARSE AGGREGATE(MAX) Y„ 0.133" 1 6d iC. THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES.ANY WATER CEMENT RATIO(w/c) 0.42 15. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF PERMITTING AGENCIES,AND-DIG-SAFE-(I-888-344-7233)AT LEAST 72 HOURS I,N ADVANCE OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR ANY'WORK THAT WILL REQUIRE EXCAVATION. 2. THE USE OF PLASTIC12ERS,RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION STRUCTURAL DIAPHRAGM COMPONENTS REQUIRED FOR CONSTRUCTION. 11. BUILDING ELEVATIONS ARE REFERENCED FROM ARCHITECTURAL DRAWNGS,CONFIRM ALL OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE 16, EXTERIOR WALLS AT CLEAR STORIES SHALL BE BALLOON FRAMED. MAXIMUM STUD LENGTHS ELEVATIONS PRIOR TO CONSTRUCTION. RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF I. SLOPED ROOF DIAPHRAGM SHEATHING' IN CLEAR STORY AREAS SHALL BE AS FOLLOWS: TITLE: CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 12. CONSTRUCTION CONTROL SERVICES SHALL BE PERFORMED BY A LICENSED CONSTRUCTION ROOF SHEATHING SHALL BE MINIMUM V THICK APA RATED WOOD STRUCTURAL PANEL MITI A APPLICATION 4 i'" 2X6 0 16' 2X8®16" SUPERVISOR.REGISTERED DESIGN PROFESSIONAL,OR STRUCTURAL ENGINEER OF RECORD(SETS) 3. REINFORGNC STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WTH ASTM A615,GRADE SPAN RATING OF 32/16.EXPOSURE 1. SHEATHING SHALL BE ORIENTED WTH LONG SPAN OF THE AS PROVIDED FOR IN MS6C SECTION 5116. 60. ALL DETAILS SHALL BE M ACCORDANCE WITH Aq DETAIL STANDARD AG 375. SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0"O.C. ROOF SHEATHING SHALL BE FASTENED WTH 8d COMMON NAILS AT A MAXIMUM 6 NON-BEARING 9.-9. 18'-5' 79'-9" N WELDED SIRE FABRIC SMALL CONFORM TO.THEM A185 STEEL FOR INSTITUTE. STEEL O.C.AROUND ALL DIRECT EDGES(EN)AND 6-0-C.ON ALL INTERMEDIATE SUPPORTS(FN). LOAD BEARING(ROOF ONLY) 9•-9• 9'-9• GENERAL NNE FABRIC AND PLACED IN ACCORDANCE WITH THE AS STEEL WIRE INSTITUTE. SHEATHING MUST BE CONTINUOUS BENEATH ALL OVERFRAMED ROOF AREAS OR DORMERS. L. CONCRETE COVER FOR REINFORCING SHALL BE 0.5 FOLLOWS: 17. ALL I-JOISTS SHALL HAVE SCUD CAVITY BLOCKING AT BEARING POINTS. NOTES 2. FLOOR DIAPHRAGM SHEATHING FOOTINGS 3' FOUNDATION WALLS 2" FLOOR SHEATHING SHALL BE Y-THICK ADVANTECH VIP+WOOD STRUCTURAL PANEL AS SLABS-ON-GRADE 2• MANUFACTURED BY HUBER ENGINEERED WOODS LLC OR AN APPROVED SUBSTITUTE. PANELS INJECTION ADHESIVE ANCHORS SHALL BE TONGUE AND GROOVE TYPE,HAVING A SPAN RATING OF 48/24. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND 1. ALL INJECTION ADHESIVE ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE PROVIDE AND INSTALL NECESSARY TIE BARS.SPACER BARS.CHAIR EARS,AND BOLSTERS VERTICAL SEAMS STAGGERED BY 4'-C O.C. FLOOR SHEATHING SHALL BE SET IN A (www,strangtie.com)OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS AND RECOMMENDATIONS AS REQUIRED TO MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE ALL CONSTRUCTION ADHESIVE ON SUPPORTING MEMESERS AND FASTENED WTH 8d DEFORMED SHANK SUPPORTS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI RECOMMENDED ARE AS OUTLINED IN THE'SIMPSON ANCHORING SYSTEMS TECHNICAL MANUAL"LATEST EDITION- _ DATE ISSUED: PRACTICE FOR PLACING REINFORCING BAPS" NAILS AT A MAXIMUM 6.O.C.AROUND ALL DIRECT EDGES(EN)AND 12.O.C.ON ALL 05/28/2010 INTERMEDIATE SUPPORTS(FN). 2. ALL INJECTION ADHESIVE ANCHORS SHALL BE ACRYLIC-TE INJECTION ADHESIVE TYPE•AY 7. WHERE CONTINUOUS BARS ARE CALLED FOR,INDICATED,OR REQUIRED,THEY SHALL BE RUN (HIGH ACRYLIC BASED ADHESIVE)INTO SOLID.CONCRETE. REVISIONS: CONTINUOUSLY AROUND CORNERS,LAPPED AT NECESSARY SPLICES,SPUCES STAGGERED, 3. ALL DIAPHRAGM SHEATHING SHALL 6E APPLIED DIRECTLY TO THE FACER FRAMING AND 3 WHEREVER POSSIBLE,AND HOOKED AT DISCONTINUOUS ENDS.' MEMBERS IN ACCORDANCE WITH THE DIAPHRAGM REQUIREMENTS. FURRING,STRAPPING ALL INJECTION ADHESIVE ANCHORS SHALL BE LOCATED TO MEET MINIMUM EDGE AND END - ADDITIONAL LAYERS OF SHEATHING MAY NOT BE PLACED BETWEEN THE LISTED DIAPHRAGM DISTANCES SPECIFIED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. ALL - - 8. SLABS SHALL BE PLACED TO A FLATNESSAEVELNESS OF Y•IN 10 FEET. SHEATHING AND THE FACE OF THE FRAMING MEMBER. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WTH ALL MANUFACTURER'S ## RECOMMENDATIONS AND PROCEDURES ALL INTERIOR SLABS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXTERIOR SLABS SHALL RECEIVE A BROOM FINISH. FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE 4. WHERE INJECTION ADHESIVE FASTENERS ARE SPECIFIED 70 BE ANCHORED INTO SOLID - - RECOMMENDATIONS OF ACT 302.1 AND 304. CONCRETE WALLS,SLABS,BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE,EXISTING OR PROPOSED,THE CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI. 10. INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON A 6 MIL(MIN)POLYETHYLENE VAPOR BARRIER HAVING ALL SEAMS LAPPED NOT LESS THAN 6-. THREADED INJECTIONMATERIAL USED AS PART OF THE INJECTION ADHESIVE ANCHOR SYSTEM SHALL MEET THE REQUIREMENTS OF THE ASTM A36 STEEL ROD SPECIFICATION UNLESS NOTED •a� It. CONTRACTION JOINTS SHALL BE USED TO DIVIDE SLABS-ON-GRADE INTO RECTANGULAR OTHERWSE HEREIN. REINFORCING STEEL SHALL MEET THE REQUIREMENTS OUTLINED IN THE CONCRETE SPECIFICATIONS FOR THE PROJECT, DRAWN BY: J GARDNER Y PANELS NOT EXCEEDING 400 SF(20'X20')UNLESS OTHERWISE NOTED ON THE CONTRACT x DRAWINGS. JOINTS MAY BE SAWED AS SOON AS PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 HOURS AFTER CONCRETE PLACEMENT. 6. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL 8E GRILLED WITH A CARBIDE BIT, PROJECT#: R 10 CLEANED WITH PRESSURIZED AIR AND A WRE BRUSH. THE DIAMETER AND TYPE OF DRILL BIT UNLESS SPECIFIED.CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DA SHALL BE AS SPECIFIED IN THE"SIMPSON ANCHORING SYSTEMS TECHNICAL MANUAL'LATEST COMPRESSIVE Y a ESSIVE STRENGTH(F EDITION. DRAWING NO.; D),BEFORE FORMS MAY BE REMOVED. _ a. WALLS,COLUMNS,AND BEAM SIDES q0% ` 6' is S1 . 0fi ISSUED FOR PERMITTING „- 05.28.10 Lm WLF�,y c �.� ly, NA 05F w mm - 0m U z w 6 w py (J 4 Z � U as Z•w-- �iB OU ca l go m yo �� s �� 0 R ■� W O W Z z ILL� Q CLO z W W l STRUCTURAL NOTES AND SPECIFICATIONS (1 & 2 FAMILY — 110 MPH) - 9 N ui PRECAST CONCRETE PLANK SHOP DRAWINGS u z co 7. SHOP DRAWINGS FOR REINFORCING STEEL AND PRECAST CONCRETE SHALL BE SUBMITTED TO J ~ Q 1. PRECAST CONCRETE PLANK MANUFACTURER IS RESPONSIBLE FOR THE STRUCTURAL DESIGN Q LL_ C OF THE CONCRETE PLANK SYSTEM.THE FOLLOWING IS A GUIDE SPECIFICATION ONLY. THE ARCHITECT/ENGINEER AND RETURNED FA THE ENGINEER'S SIGNED REVIEW STAMP z DENGTINC'NC EXCEPTIONS TAKEN"BEFORE FABRICATION CAN PROCEED. 6{ u) Q� N - 2. PRECAST CONCRETE PLANK SHALL BE MINIMUM 6"THICK,NORMAL WEIGHT,HOLLOW-CORE Z Q CONCRETE PLANK WTiH REINFORCING STRAND AS DESIGNED BY THE MANUFACTURER TO 2, SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY J SUPPORT ALL LOADS DEFINED HEREIN,PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY ALLEN&MAJOR ASSOCIATES,INC.'S OR BROWN LINDQUIST FENUCCIO&RADER ARCHITECTS Z COMPRESSIVE STRENGTH OF r-5,000 PSI,F6=3,000 PSI. PREPARED DOCUMENTS. SHOP DRAWNGS WILL NOT BE ACCEPTED BY THE O C'7 ARCHITECT/ENGINEER WITHOUT GENERAL CONTRACTOR'S REVIEW STAMP AND SIGNATURE. 3. ALL PRECAST CONCRETE PLANK SHALL BE DESIGNED,FABRICATED,DETAILED,AND INSTALLED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS PROVIDED IN THE 3. REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE PRECAST/PRESTRESSED CONCRETE INSTITUTE DESIGN HANDBOOK,LATEST EDITION AND"THE CONTRACTORS FROM CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, 0 MANUAL FOR THE DESIGN OF HOLLOW CORE SLABS*2ND EDITION. ALL RECOMMENDED Q MANUFACTURER DETAILS SHALL BE INCORPORATED INTO THE WORK. 4. PROPOSED CHANGES,SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR TO Q 4. ALL PRECAST CONCRETE PLANK DESIGN AND FABRICATION SHALL BE PERFORMED BY THEIR INCORPORATION INTO THE PROJECT. CHANGES,SUBSTITUTIONS OR DELETIONS WHICH FABRICATORS AND ERECTORS WITH CURRENT CERTIFICATION FROM THE HAVE NOT BEEN REVIEWED BY THIS PROCEDURE WILL BE CONSIDERED UNACCEPTABLE PRECAST/PRESTRESSED CONCRETE INSTITUTE PLANT CERTIFICATION PROGRAM. CERTIFICATION SHALL BE IN ONE OR MORE OF THE FOLLOWING PRODUCT GROUPS AND CATEGORIES: 5. RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWINGS.SAMPLES.DATA,AND CERTIFICATES,SHALL BE MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. -PRESTRESSED HOLLOW CORE AND REPETITIVE PRODUCTS G3-PRESTRESSED STRAIGHT-STRAND STRUCTURAL MEMBERS 6. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY - C4-PRESTRESSED DEFLECTED-STRAND STRUCTURAL MEMBERS GENERAL CONTRACTOR AND STAMPED WITH ENGINEER'S RENEW STAMP DENOTING"NO TITLE; EXCEPTIONS TAKEN*. 5. PRECAST CONCRETE ERECTOR SHALL HAVE AT LEAST 5 YEARS EXPERIENCE IN THE ERECTION OF SIMILAR STRUCTURALAL PRECAST CONCRETE STRUCTURES 6. TESTING SHALL BE IN ACCORDANCE WITH MNL-116,MANUAL FOR OUAUTY CONTROL FOR STRUCTURAL TESTING AND INSPECTION /� I ^I PLANTS AND PRODUCTION OF PRECAST AND PRESTRESSED CONCRETE PRODUCTS. SEE PRECAST PLANK STRUCTURAL TESTING AND INSPECTION NOTE j1. 1, ALL TESTING AND SPECIAL INSPECTIONS SHALL BE PERFORMED BY APPROVED INDEPENDENT 7. HOLLOW CORE SLAB UNITS SHALL BE LIFTED AND SUPPORTED DURING MANUFACTURING. LABORATORIES UNDER THE SUPERVISION OF PROFESSIONAL ENGINEERS REGISTERED IN THE NOTES STOCKPILING,TRANSPORTING AND ERECTION OPERATIONS ONLY AT THE LIFTING OR COMMONWEALTH OF MASSACHUSETTS,IN ACCORDANCE WITH CHAPTER 17 OF THE MASSACHUSETTS . SUPPORTING POINT,OR BOTH,AS SHOWN ON THE SHOP DRAWINGS,AND'MTH APPROVED STALE BUILDING CODE,7TIi EDITION..THE OWNER SHALL OBTAIN AND PAY FOR TESTS AND TI UFTiNO DEVICES. LIFTING INSERTS SHALL HAVE A MINIMUM SAFETY FACTOR OF 4. EXTERIOR IIL2 NS AS CALLED F R H R 11-R. - LIFTING HARDWARE SHALL HAVE A MINIMUM SAFETY FACTOR OF 5. PRECAST CONCRETE_TFRTINC 1. -A COPY OF CONCRETE TEST RESULTS FOR PRECAST HOLLOW 8. TRANSPORTATION,SITE HANDING,AND ERECTION SHALL BE PERFORMED NTH ACCEPTABLE CORE PLANK AND PLANT QUALITY CONTROL PROCEDURES SHALL BE SUBMITTED TO THE EQUIPMENT AND METHODS,AND BY QUAUFIED PERSONNEL ARCHITECT/ENGINEER FOR REVIEW. - 9. ALL CONCRETE SHALL BE STORED IN STRICT ACCORDANCE WITH ALL DATE ISSUED: 05/28/2010 MANUFACTURER'S RECOMMENDATIONS. ALL UNITS SHALL BE STORED OFF GROUND. 70. ALL PRECAST CONCRETE PLANK SHALL BE INSTALLED CN ALL SPECIFIED FEARING LOCATIONS, REVISIONS: UNLESS SPECIFICALLY SHOWN OTHERWISE HEREIN. - - } - II. PRECAST CONCRETE PLANK SHALL BE LIFTED BY MEANS OF SUITABLE UFTING DEVICES AT ## POINTS FRONDED BY THE MANUFACTURER. BEARING STRIPS SHALL BE SET,WHERE - REQUIRED. TEMPORARY SHORING AND BRACING,IF NECESSARY,SHALL COMPLY NTH MANUFACTURER'S RECOMMENDATIONS. GROUT KEYS SHALL BE FILLED. - - - 5 12. AT SLAB ENDS(WHERE SHOWN ON DRAWINGS)PROVIDE SUITABLE END CAP OR DAM IN VOIDS _ p AS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR INSULATION REQUIREMENTS. `offj 13. MEMBERS SHALL BE PROPERLY ALIGNED AND LEVELED AS REQUIRED BY THE APPROVED SHOP µ DRAWN BY: DRAWINGS. VARIATIONS BETWEEN ADJACENT MEMBERS SHALL BE REASONABLY LEVELED OUT - BY JACKING,LOADING,OR ANY OTHER FEASIBLE METHOD AS RECOMMENDED BY THE J,GARDNER MANUFACTURER AND ACCEPTABLE TO THE ARCHITECT/ENGINEER. - 14. SUBJECT TO APPROVAL OF THE ARCHITECl/ENGINEER,HOLLOW CORE SUB UNITS MAY BE PROJECT#: R 113 DRILLED OR"SHOT"PROViDFO NO CONTACT IS MADE WITH THE PRESTRESSING STEP] a SHOULD SPALLING OCCUR,IT SHALL BE REPAIRED BY THE TRADE DOING THE DRILLING OR ' THE SHOOTING.DRILLING OR CORING THROUGH HOLLOIV CORE SLABS SHALL NOT BF - - DRAWING NO,: Ss PERMITTED RMI WITHO IT PRIER .�N iAPON OF DJE EREC63I FARRI.ATOR AND PR ST SHOP 5 DRAWING T^ NUR iH4i PR VTR SSIN'�T I<NET AMA"DRY PROP c RRUNG OR CORING. - si 1 1 ISSUED FOR PERMITTING. a 05.28.10 L i N N � QD 10 23,*� 614—e—volr-j J FOR TOTAL LOT SEE PLAN BOOK 268 PAGE 44. Mo o h`b h Mhry Z THE BARN DEPICTED ON TH 1 S LOT Z PLAN WAS LOCATED ON THE GROUND BY SURVEY ON APR. 30, 2012 AND 2.5 t ACRES UPLAND EXISTS AS SHOWN AS OF THE DATE 2. 1 + ACRES MARSH OF LOCATION. 4.6 + ACRES TOTAL THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND NOT FOR RECORDING. DEED DESCRIPTIONS. ESTABLISHING PROPERTY LINES OR FOR CONSTRUCTION PURPOSES. THIS PLAN IS VOID IF NOT STAMPED AND SIGNED /N RED a O 0 . o ? 3580 O R: ' FX/ST/NG ry 0*F44/N� O� CO Cb ,fit/ h 00 Mry ry ' 41 OARAGE f _`["A of FR WHITING 4/ No.29869 '�`22 Sp, PLOT PLAN BABNSTABLE. MA • � �. v�G � o R/7i,9j, "? ^ F l?�qY SCALE: 1 "-40' MAY 1. 2012 / Zdl ":IM \ry' EAGLE SURVEYING , INC l 923 Route 6A. Yormouthport. MA. 02675 r ' i I (508) 362-§132 (508) 432-5333 0 20 40 80 PROJECT NO, 107071