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0037 SPRING BROOK LANE
��Pri� �ivo,� .Lai�� / - �eT �� 4-�a - oaa -iov Town of Barnstable Building Department - 200 Main Street IMMSTABIE. • Hyannis, MA 02601 9$�b A. (508) 862-4038 FD MA'i 5 a Certif icate of Occupancy Application Number: 201309105 : _ CO Number 20140063 Parcel ID: 002002100 , CO Issue Date: 06117114 i Location: 37 SPRING BROOK LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND ` - e: COTUIT Villa - 9 Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF,OCCUPANCY RES Comments: Building Department Signature Date Signed 1 TOWN OF BARNSTABLEIKE : 201309105 _ Building, BARNSTABLE, Issue Date: 12/17/13 Permit 9 MASS. 1639• A� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20133157 Ep� Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/16/14 Location 37 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002100 Permit Fee$ 841.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 165,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH RANCH STYLE HOUSE W/ TTAfiNCARD MUST BE KEPT POSTED UNTIL FINAL ED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC' BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY'OR SIDEWALK OR ANY PART THEREOF,EITHER TE bRARII OR Y. ENCROACHMENTS ON PUBLIC PROPERTY,NO. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED:BY THE JURISDICTION: STREET OR ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS+MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE TBE'APPLICANT'FROM THE CONDITIONS OF ANY APPLICABLE.SUBDIVISION' RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD So THATiLE FROM THE STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 6FOD oK zl-7l)y 1- 6 'Idid aw 2 �i��r� �� � �� (K�� 2 2 3 Qom,,, o r �I f7� 1 Heating Inspection Approvals n�/ Engineering Dept "2 l'7G// Fire D pt � 2 a H lth r Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 4/3/2014 Address: 1645 Falmouth road Bayberry square Time: City: Centerville Indoor Temperature(F): State/Zip: Ma 02632 Outdoor Temperature(F): Phone: (508) 775-1040 Floor Area(ft2): 1735 Email: System Airflow(cfm): 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address:(if different from above) Primary Location of Street: 37 Spring Brook Road Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in basement on on(one zone. Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx _ System tested after rough install with Minneapolis duct blaster. _ Sheet metal permit#2 201401617 e. HE Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) b Duct Press. Flow Ring Fan Press Duct Press, Flow Ring Fan Press 4+J Flow(cfm} (Pa) Installed (Pa) {Pa} Installed (Pa) Flow(cfm) 25 3 73 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): Floor Area: Total Leakage as'% 73 System Airflow: Eric Whiteley Toal Leakage as% W V RNQN eric@wvwhiteley.com Floor Area: 4.2 I a� INC. s 28 Village Landing. @44lk8ING KMNG.Alt G4�NF)?Itft NIN P.O. Box 1266 W.Chatham,MA 02669 Plumbing• Heating T 508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com JOB I. SHEET NO. t OF TAYLOR DESIGPL.-. CALCULATED BY (1-1 DATE. CHECKED BY DATE SCALE ............................ ............... ......................... ........... ............ .............. ............ ........... .............— .......................... ........... ............A-t ..............-............... 7r. ............ ............. .........— IZ d .............. ............. ....................................... 4.4. ............ ........... ............ ........... ........ ............. .................... .................................... ............................ ....... ......................... ............. ........................ ......................... .............. . ..... ........ 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OF TAYLOR DESIGN CALCULATED BY c-r Ir DATE ,4 CHECKED BY DATE 3-7 4 VJ —j�)jL.V Ole_ LA-" C.0'ro I SCALE ......................................... ............ .......... .................... ............ ........... .......... ............ .. ......... ...... ........... A4.. P-a> ......................... .............. ............ ......................... 1p 6. ............ ................. ...................... ..................... ............... ............ .............. ............................ ............... ........................ .......... ........... ............... .............. .......... ........... ............. ............-............... ........... ...... ......................... ...................................... ................... ... ..... .......... ........... ................................................................ .......... --T ....... ............. .............. ............... .......... .......... ........... 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TOWN OF �;�?������L IfT Pry Commonwealth of Massachusetts Sheet Metal Permit -PRESS- PERMIT Date: Pe_Iznit tr Estimated Job Cost: S 10 00 MAR 18 2014 Permit Fee: Plans Submitted: YES NO Plans Reviewed: YES NO Business License# �D� TOWN OR BAR�SplTABtY�icense OBusiness Information: Property Owner/Job Location Information: Naive: VErn OVA Oh i' p e �) Name: Street: , IN Land)'IBC Street: 3� rook City/Town: C)sMa /tii city/Town: 0,Q'*Li4_L Telephone: 509- %y5 "00 Telephone: n Photo I.D.required/Copy of Photo I.D..attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings �-stories or less and commercial up to 10,000 sq.ft./2-stories or less Residential: 1-2 family ✓ Multi-family ' Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other ._ Square Footage: under 10,000 sq.ft. /. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: V Renovation: F VAC Metal Watershed Roofing Kitchen Exhaust Svstem Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: (Sa& kuu�� U)" AlU ck C «� i U i E: E Gam...INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent whichmeets the requirements of M.G L Ch 1.12 Yes No❑ If you have checked Yes, indicate the type of coverage.by,checking the appropriate box below: A liability insurance policy Other type of indemnity ElBond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box(],I hereby certify that all of.the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Pro6ress Inspections Date Comments Final Inspection 1 - Date - - - - - - - - - - C-omments - - Type of License: By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson T_ Signature of Licensee Permit# ❑Joum ( 96'7eyperson-Restricted License Number: 7 Fee S Check.at vim%1vj_.mass.gov/dpj. Inspector Signature of Permit Approval - ll�EZ -B,ar`Cts rZe!�uJ� toz - �z, ices. thorn s b Geilc ,Dircl.•r r z 6� ��J= Br din a J�lv sio'a Tom, Pcrr„. t-,ill1Lw C:omrnissicrcr 00;v.a]tl SL--cc�H-vanmie,?vL.0260I !�•�i�r.tnl'�n.h zl-n,t aL�f e.r.:a._r of ce: 50�-s62- 038 F2x: SOS-790-6230 P.>:o ,�1`I�r ( ;G:rtJ.P Cs_'IL"•Sl ,�mpIC4 arir_� S�.r�n 'T s` �ccU.on. _T.1 Y TS iD.E, A B LI.1_l,o r 5 '. _ c l �al�"•�'I i wf r •(;�' / C Y,r•.G Len by O '' �, 9i i �l:/� ` �I�:�L�, f .. l r��. io a V 0;1 Mr.,L\ '� i'; 11 � i� t—L "v` to �, t�L T cb^�41f� L��, 5.. 02 (o 4 • C;Ucrt a:_,S;� G.i �C r J � �'aCc f t VI- If a Y PJ.OD�7 }r_� �S r}�F .)rj.j-lg 10 �_ E ri-ru ��.C__SC C�.pk-_ r r a r l r HoT-1ieo r,-n.crs Licensc E.-:_°m.pt.cn 1. o m oTl �•1e ir�-;;ct:c � _, yr COMMONWEALTH OF MASSACHUSETTS 2-7 1L SHEET METALWORKERS AS A BUSINESS ISSUES THE ABOVE LICENSE TO: . ER;IC :T.,.WHITELEY 41,,.VERNON WHITELEY PLBG AND . , G 28 VILLAGE LANDING. co P.0 BOX .1266 W.'. CHAT_HAht P1A 02669..000 1`60 12/22/14 292629- ------------------------------- `.COMMONWEAL T F1 OF MASSACHUSETTS' efzlio3 SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: .ERIC' T WHITELEY P-0 BOX 248 14EST . CHATHAII ti1A 02669-0248 2967 02/28/14 119423 BEEN- -I " yen Dei adiAlon c Al Pe'oralions r Ai— Y ' RAC U- SETIT"s DAIVEI�S LICENSE NUMUK I,stS70199211 '1 —,�Y- it •F� �� 6M,1:4 02 16 /CLASS rflEST{'•:HGTSIXI�1 "^�.- `�,., ,G,'t_ .,c-5xi`y '• �-. VVHITELEYrir ERICT `r ! tsrJs'� _k ��°lriFgnFc�t s F I 1811 PAAINSTr°t a r r� t +r 7 v?14 �+ � :f�.t. W CHATHAM,MA ,� .yns. .� 02669 t t s i� 11�.T�r_ rf"f � i'• �� / Ribhtfa.x N1-1 .Lo/4/•2013 7 : 19:.41 AN1 PAGE. 51_/055 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATE ACOP,C� 10-04"2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELONI, THIS CERTIFICATE-OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHOR17ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION ISYVAIVED, Subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(S). PRODUCER COIITACT - - - rIAldS: F.OGERS&GRAY I4SAGCY PHOI•IE FAX IA:C.PIC.E10: rzc r;o1: 434 ROUTE 134 E,%;IAIL SOUTH DENNIS j\,IA 02660 `n'�PF s• INSURER(S)AFFORDING COVERAGE rv.AIC III SU F.ER A.:ACEAfdERICAN V;SURE?ICE COMPANY INSURED . . INSURER e: VV VERNON bVHITELEl'PLUI IBING& INSURERC: HEATING CO INC&CHATHAN:1 SHEET NIETAL INC ulsuaE,O: PO BOX 1266 INSURER E:.. VA!EST CHATHANI,NIA 0266£I .ISUFER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER.: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED N.AP,IED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVNITHSTANDIi`!G ANY REQUIREP:IENT, TERN;1 OR CONDITION OF ANY CONTRACT OR OTHER, DOCUNIENT WITH RESPECT TO VVHICH THIS CERTIFICATE I AY BE ISSU_D OF ti1,AY PERTAIN,THE I�iSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERN,IS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHO`,/N MAY HAVE BEEN REDUCED BY PAID-CLAIMS. UJSRI IADDLISU6 j I m-POLICY EFF I POLICY EX? I LIMITS LTR i(PEOF INSUR.Ai10E IiJSP. NIVDII POLICY HUMBER (mODIYYY•Yl (Bimmwywy) GENE F AL LIASILI T Y EACH CCCURREdCE S COMMERCIAL CIA.L GENERA-LIAEILITY - - - DA!.AGE TO RENTEO �, IS - I CLAIMS-;BADE I 0CCL' MED ELF(.ny anc caner.) IS —" PERSO?JAL& 14.Y .Is - G MERaLAGGRE•GA E IS C=N'L vGrcc�-rT_-15.41i APPLIES P_n: �F,000CTS-COMP;OF GG IS IyP'.O• POLICYI I JE , I I LOC GO� L1.D ,�CLE LIMITI S AU TOh7oBILE LWBIUT't` IEnf a-:„r-i-^,cni..I ANY AUTO - ECOILY L`J!uF.Y(Perperen) IS IALLOtNHEO SCHEDULED _ ECDILYINJUFI'(Par acddera IS AUTOS IAUTOS NO,N-0DY;NEO - F OFE.i?�rti AMAGE IS HIRED AUTOS AUTOS - - UMBRELLA LIAR OCCUR EACH CC CUR RENCE I S EXCESS LIAR I I CL41n•IS-A'.r\OE rGGREOATti S DED P.ETErJTION:S IS WORKEPSCOMPENSATION X, OTH• AHO EMPLOYERS'LIASIUTY TOC•zY.M LI!dITITS I ER ANYFP.O?RIETOP.NP`r THE?JEkEGUII'J=E IN - E.L.E�CI-I ACCIDENT I$500,000- OFFIC0LINIEbIa-P.EXCLUDED? EN]NIA - 6S62UB 10-01-2013 10-01-2014 (blandab.ry in rJH) C^ - E.L.E•ISEA.SE-ESA EMPLOYEE $500,000 byes,dcscrita ur�dcr - 9J 12Lc6-. _ C $, E.L.C•ISEA.SE•POLICY 16:117 500,000 _ J=SCrJPTIONI OF OP'c FLATIONS t-lc:n - - DESCRIPTION OF OPERATIONS 1 LOCATIO(JS I VEHICLES(A7aeh ACORD 101,AMILlanal Remarks SehadLlla,if more spacm Is requlrecl CERTIFICATE HOLDER CANCELLATION TOVIt'd OF BAP,NSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE TOk MIAIi•I BAPNI T CANCELLED BEFORE THE. EXPIRATION DATE THEREOF, HYA iAIS,STRE 6' NOTICE WILL BE DELIVERED III ACCORDANCE 11-11TH THE POLICY PROVISIONS. AUTHORIZED P.EPREESEHTATIVE > G I ' C11988-2010 ACOORD COP.POPA.TION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD _�4,s" The Ca7zzzziozz.11�ealtlz of zllassacluisetts. _ u Deparoiient of Industrial Accidents Office of Investigations 600 T3'ashhigton Street x - - Boston, RSA 02111` 7V1VW:niass.gov/dia Worhers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information - Please Print Legibly � i v hl�n� int �.0 1.7Cr Name (Business/Organization/individual): P,/ �• e 12 n a n Lu 1_1 'c_1e Pki . �- Address: 4f i Po o - d City/State/Zip: f.y , C W A a L, ,n Phone 4: ��o�' 1 � y � � i I 0 0 Are you an employer? Check the appropriate,box: Type of project(required): c- 4. I am a general contractor and I 6 New construction 1.� I am a employer with employees (full and/or 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 S. Q Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers' comp.insurance comp. insurance.< required.] 5; We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [Vo workers' comp. right of exemption per RdGL 12.0 Roof repairs insurance required.] ' c. 152,§1(4),and we have no employees:{No workers 13•❑ Other comp. insurance required.] 4 a zv applicant that checks box—'"!must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hie outside contractors must submit a new affidavit indicating such; `Contractors that check this box must attached an additional sheet show in the name of the sub contractors and state whether or not those entities have employees. If the sub-coat actors have.emoloyees,they must provide their v:or'.cers'comp.policy number- I am an employer that is providin"workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A Le_ A rn-z•u c t r n Policy#or Self-ins. Lic. it: S G t.{ - c d `7 A LPL 1, Expiration-Date: t 1 Job Site Address: V At o 5 City/State/Zip: Attach a copy of the-workers' compensation policy declaration page(shovr-Lag 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 asp civil penalties in the form of a STOP STORK ORDER and a fine of up to $250.00 a day against the viola br., vised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for iris�rtan cov dverification I do hereby certify under tl pains, 11 e ices,f perjury that the information provided above is true and correct Si�atur . G" Date: Phone##.: Ofjlc•ial use only: Do not write in this area,to be completed by city or town officiuL Cit or Town: Permit/License - Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. Cih.-/Town Clerk 4.Electrical Inspector 5.-Plumbing Inspector 6. Other Contact Person: Phone#: Division of Professional Licensure: License Search Page 1 of 1 x The Official Website of the Office of Consumer Affairs and Business Regulation(OCABR) Division of Professional Licensure Mass.Gov Mass.Gov Home State Agencies A-Z Topics Home>Division of Professional Licensure> ONLINE SERVICES ..............- Check a License Check A Professional License Locate a Licensed Professional By the Division of Professional Licensure Online Address Change Contact the Agency More... LICENSEE Name: ERIC T. WHITELEY REFERENCES& WEST CHATHAM,MA RELATED INFO Disclaimer Regarding **This Licensee has additional Licenses,click here to view them." Website License Searches Enforcement Process Glossary Licensing Board: SHEET METALWORKERS Glossary of license Status License Type: MASTER/UNRESTRICTED Codes f License Number. 2967 _ _ ... . More... Status: CURRENT Expiration Date: 2/28/2016 Issue Date 8/30/2010 Exam Date: School: This web site displays disciplinary actions dating back to 1993. This license has had no disciplinary actions taken during this time. The page above has been generated by the Division of Professional Licensure web server on Tuesday,March 18,2014 at 12:21:17 PM. ©2007-2011 Commonwealth of Massachusetts Site Policies Contact Us http://license.reg.state.ma.us/public/pubLicenseQ.asp?board_code=SM&type class=M 1&1... 3/18/2014 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 00 Z- Parcel /O 0 Application 40 0oq 07 Health Division Date Issued "7 Conservation Division Application F44 Planning Dept. �� Permit Fee - Date Definitive Plan Approved by Planning Board s d k 2)/-2ks P4 Historic - OKH _ Preservation / Hyannis (P , Project Street Address Village Owner C y+u 'r E q tJ i 4c"V 5 rtq Address 13 U< cl e L y^l Telephone S7(D Permit Request TO C,0 v,,1�tT-U Cam" a- 3 i2,-J- 'O U w1 Z Z> "tom Square feet: 1 st floor: existing A Sa C) proposed/,7 3r2nd floor: existing proposed Total new Zoning District Flood Plain L Groundwater Overlay Project Valuation I (o S 000 Construction Type /J 010 �"Y�^^'`�e d' `22 `) Lot Size I 0 , Z 1 -I S Grandfathered: ❑Yes _/ r�a No If yes, attach sup- ing doC&'fnen§!ion. Dwelling Type: Single Family J2- Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Z'I o On Old King's Hig way: ❑Yes NO Basement Type: J2'Full ❑ rawl ❑Walkout ❑ Other _ Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1 , -7 3 5 Number of Baths: Full: existing new 2-- Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count (P Heat Type and Fuel: �as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing 4—New �2_ Existing wood/coal stove: ❑Yes ;tNo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing la'new size _Shed: ❑ existing ❑ new size _ Other: ZyxZ_L4 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes allo If yes, site plan review # Current Use VO� COL,,,i - 1--0't" Proposed Use 5 ►'rLa► Le- `Fawvt ► IZeS) Ae�f APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ Name r't 17G Telephone Number 501-' -7 1— `0 LJ C2 Address 8 0 X cl S. LAC�Zf-�f /(tO_ License # Home Improvement Contractor# Worker's Compensation # 00_73N O 2 Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE / a-- DATE l 1 $ / w 13 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER F DATE OF INSPECTION: FOUNDATION 7 �7��oaiOs o S7/9/l y Ak FRAME QOR z4li S INSULATION Ld, l FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO'. I Departrnent ofIndusttl d Accidents n Office of�rrvestigatiorrs ro 600 Mashing-ton Street Bostorr,MA 02111 www nass a ovldia Workers' CompeDsation Insurance Afffclavit: Bl ders/Coatr actors/Electxici ns/P'l mbers AppUcant Information Please Print LedbIy Name (Business/Organization/Individual): 6 Address: City/State/Zip: VE94W /91 Phone#f: :9 Are you an employer?Check the-ippr6priate bo. : Type of project(required): 1.❑ I am a employer with 4. [ I am a general contractor and I 6. ['�7`New constmction , employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am sole proprietor or partner listed on the attached sheet 7, ❑ Remodeling ship and haveiio employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance..: 9. []Building addition NO R�orkers' comp.insurance 5. ❑ W6 area corporation and its required•] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LEI Plumbing repairs or additions myself [No workers' comp: c: 152;§1(4),and we have no 12.❑:Roof repairs insurance required.:]j employees:,[No workers' comp.insurance required] 13.❑ Other *Any applicant that checks box#1 must also 0 out the section below showing their workers'compensation policy information thi t Homeovmers who.submit s affidavit indicating they are doing all work:and then hire outside contractors must submit a new,affidavit indicating such. zCont=tors that check this box must attached an additional'sheet showing the name of the sub-contractors and their.wgrkers'comp..p9lky info,=tion. I am arz eFnplayeYt at is pNdviding ivar°leers'er�ireperxsatiorz irasur air ee for my errrplo)7ees. Bela-P is the policy imd jab si`e ZrZ�aTF?'€CFiiOFt. .:: :w -�; a Insurance Company.Name: CCU� Policy#or Self-ins.Lie.#:_00.� > qQ�o Z_. Extiration Date: :) Z-C1=� Job Site Address: 3 Y-(rIQ 6 roo G: e--: City/state/Zip: Lo tf// >i'i /V1 /t attach a.copy of the workers' e mpensat on policy.declaratiori pane(shmiing the policy ngmber and expiration date). Failure to secure coverage as requared.under Section 25A ofMGL e. 152 can lead to the fi-positron-of.criminalpenalties of a fine up to$1,500.00:andVor one-year nnprisoblrient; 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. Re advised that a:copy,of this statement maybe forwarded to-the:Of4ce of Investigations,o€the DIA for insurance coverage verification g der hereby Certify-under•the pains andpeiraPdd of perjary 0sat tFie nfor ma--ion pr°owided abare is true izad:corr�eet_ Si�latalrq0 e: Date: Phone n: .•�U '7 Official use only. Do not ivi iie iIn.This area,to be col,,nvleted by eity o°r to-Tv z cjfrcial City or ToNNm: Permit/License T Issuing Authority (cir ele one): I.Board of Health 2.Budding Deputra-c-nt 3. CitylTo va- Clerk. 4.Electrical h spector 5.P-1.ninbing Ins eeta�r 6.Other Contact Person: Phone tr: Subcontractor's Insurance 2012 GL, 'o Icy GL Pohcy ;` WC Policy j` WC Policy a Sub Contractor Effectwe Date Expiration Effective Date Expiration . < . All Cape Garage Door 508-398 M 06/01/04 10/07/12 0 6J0 1/04 03/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08./11/05 09/29/12 08/20/04 01/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/13/14 Cape Cod Marble&Granite 508-77172900. 07/01/05: 07/01/13 08/16/05 05/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/13/14 Carpet Barn Inc 508-548-1443 01/01/06 ..05/01/13 01/01/05. 02/13/14 Chaves, Robert 508-362-9929 08/13/04 : 08/13/12 12/17/04 04/13/14 Christopher Costa&Associates,:Ind. 01/22/08 08/27/12 02/06/07 04/13/14 Coy's Brook, Inc . 508-394-8442 .04/24/04 04/24/13 .: 09/21/04 03/13/14 Davids Building&Remodel 508-428-3214 01/01/07: 01/01/13 06/14/04. 01/13/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 07/13/14 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05: . 02/13/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 . .. . 10/01/07 05/13/14 Northern Sealcoating 508-398 9474 10/01/07 10/01/12 04/01/07 06/13/14 Pastore ucavation.lnc. : 06/05/08:: : : :06/05/12 10/12/08 : 08/13/14 Wood Floor Specialists: 5087888-3958 02/03/08: .02/03/13 MOWN .. 03/13/14 :. . 1 maw 494 . Orns I ructiim!.*Pl ucelts=CS-0055 �®�QX 4 LE a �,. �s gt 1 Cw� s 0411��f2�E,4 tip, e i REScheck Software Version 4.5.0 Compliance Certificate1p. Project DELUXE VILLAGER MODEL Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,731 ft2 Glazing Area 12% - Climate Zone: 5 Permit Date; Permit Number: Construction Site: Owner/Agent: . Designer/Contractor: COTUIT MEADOWS p BAYSIDE BUILDING INC. Compliance: 2.3%Better Than Code : Maximum UA: :312 Your UA: 308 . The%Better or Worse Than Code Index reflects how close to compliance the house is based on.code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. zing Assembly or R-Value R-Value . Door UA Perimeter U-Factor SLOPED CEILING: Cathedral Ceiling 700 30.0 _0.0 _0.034 24 FLAT CEILING:Flat Ceiling or Scissor Truss 1,031 _ 38.0 0.0 :. :0.030 31 TOTAL WALLS:Wood Frame, 24".o:.C. 2,080 21:0 0.0 0.056 100 TOTAL WINDOWS:Wood Frame:Double Pane:with Low-E :22.7 0.340 17 Door 1: Solid 42 : :0.280 12 Door 2:Glass 21 0.340 7 TOTAL FLOOR:AlI-Wood,Joist/Truss:Over Unconditioned Space 1,73.1 : 30.0 0.0 ..0.033 57 Compliance Statement: The:proposed building design described here is consistent with the building:plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements.in REScheck.Version 4.5.0 and to comply with the mandatory requir nts listed * the REScheck Inspection Checklist. CVJ Name`-Title.. Signature D to Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine Line Design\Docurnents\REScheck\THE DELUXE VILLAGER.rck Page 1 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section 77 Plans verified--" Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions 103.2 ;.Construction drawings and ❑Complies [PR111 documentation demonstrate '< Does Not V ;energy code compliance for the building envelope. ❑Not.Observable I ' Pit _.. _ " ❑Not Applicable .;. 103,2, ;Construction drawings and �. ,�� �' '.: ❑Complies ' 403.7 ;documentation demonstrate Oboes Not [PR311 ;energy code compliance for ❑Not Observable ; lighting and mechanical systems :Systems serving multiple ❑Not Applicable ;.: ;dwelling units must demonstrate ;compliance with the commercial ;code: _ 403.6 Heating and cooling.equipment is Heating: Heating: ;❑Complies [PR212 'sized per ACCA Manual S based Btu/hr ; Btu/hr ❑Does Not on loads per ACCA Manual J or i Cooling: Cooling: ❑Not.Observable other approved methods. gtu/hr ; Btu/fir 1 ❑Not Applicable a , CNJ/ Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title. DELUXE VILLAGER MODEL Report date: 11/19/1 Data.filename: C:\Users\Fine.Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck Page 2 of 8 2009 IEC. Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies ; [F011]z protect exposed exterior insulation Zboes Not and extends a minimum of 6 in.below t I grade. €❑Not Observable; I ,❑Not Applicable : : 403.8 ;Snow-and ice-melting system controls;❑Complies . [F012]z 'installed. '❑Does Not ❑Not.Observable: ❑Not Applicable . Additional Comments/Assumptions: I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL . Report date: 11119/1 Data filename: C:\Users\Fine.Line Design\Documents\REScheck\THE.DELUXE VILLAGER.rck Page 3 of 8 Section Plans Verified , . Field Yertfiedc: # Framing/Rough-In;Inspection Value Value_ Complies? Comments/Assumptions Recl.ID 402.1.1, ;Door U-factor. U- U .❑Complies ;See the Envelope Assemblies table for values. 402.3.4 ;❑Does Not ;. [FRll1 Not Observable , ❑Not Applicable PP.. 402.1.1, ;Glazing:U-factor(area-weighted U- U ❑Complies. ,See the Envelope:Assemblies 402.3.1, average). ; ❑Does Not table for values. 402.3.3, r ; 402.5 i❑Not Observable [FR211 ; E ❑Not Applicable: 303:.1.3 ; l-factors of fenestration products j ❑Complies ; [FR411 :are determined in accordance Oboes Not :with the NFRC test procedure or gj ❑Not:Observable ; ;taken from the default table. ❑Not Applicable 402:3.5 Sunrooms enclosing conditioned U .: U- ❑Complies [FR811 space have a maximum ❑Does Not fenestration U-factor of 0.50 in ; ;Climate:Zones 4-8. New glazing :. ❑Not:Observable separating_th;e sunroom from :; ;❑Not Applicable ; conditioned space must meet ;code requirements: ; 402.3.5 ;Sunroomsenclosing conditioned U- U-: ❑Complies [FR9]1 ;space have:a maximum skylight I E ❑Does Not U-factor of 0 75 in Climate Zones "4 8. ;❑Not Observable. ;. . ❑Not Applicable.: 402.4.4 ;Fenestration.that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ° Does Not AAMA/W DMA/CSA.101/I.S.2/A440 4 ❑Not Observable ,or has infiltration.rates per NFRC _ :400 that do not exceed code ❑Not Applicable limits: 402.4:5 IC rated:recessed lighting fixtures ❑Complies [FR16]2 J sealed at housing/interior finish >' Oboes Not ehd labeled to indicate <2.0 cfm 'leakage at 75 Pa. ❑Not Observable ❑Not A. livable 403.2.1 ;Supply ducts in attics are : R R ;❑Complies ; [FR12]1 ;insulated to>R-8.All other ducts R_ R_ ❑Does Not in unconditioned.spaces or ❑Not Observable ..!outside the:insulated tob>Rdfing envelope are pp'cable❑Not A: li 403.2.2 ;All joints and seams of air ducts, ❑complies. [FR13]1 :air handlers,filter boxes,.and Oboes Not ;building cavities used as return ;ducts are sealed: ❑Not Observable ,.: ❑Not Applicable ; 403.2.3 Building cavities are not used for: ❑Complies. [FR15]3 supply ducts. :. ❑Does Not ❑Not Observable No.Applicable 403.3 HVAC piping:conveying fluids 1 R- R-. ❑Complies. [FR1:7]z. I above 105 4F or chilled fluids Oboes Not ;below 55°F are insulated to >_R 3. .. . .. f ❑❑NotApsli able No p 4014 Circulating service hot water. R- ; :R ❑Complies: [FRi8lz. pipes are insulated to R-2. Oboes Not t1 ❑Not Observable R Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: C:\Users\Fine.Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck Page 4 of 8 section iPlans Verified field Verified # framing/Rough-In;Inspection Complies? Comments/Assumptions Value Value &Req.ID 403.5 Automatic or gravity dampers are. ❑Complies [FR19]2 I installed on all outdoor air ❑Does Not j I intakes and exhausts. ❑Not Observable ❑Not Applicable.. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) - 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data.filename: C:\Users\Fine.Line Design\Docume.nts\REScheck\THE DELUXE VILLAGER.rck Page 5 of..8 section Plans Verified Field Verified. # Insulation Inspection Complies? Comments/Assumptions &Req.ID Value Value 303.1 All installed insulation is labeled ❑Complies [1N13]2 or the installed R-values ❑ ��`., Does Not I provided. a ONot Observable ; {. .: Not Applicable 402.1.1, :Floor insulation R-value. R R- ; Complies ;See the Envelope Assemblies 402.2.5, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 I [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable i 303.2, Floor insulation installed per JOComplies 402.2.6 :manufacturer's instructions, and Oboes Not (IN2]1 ;in substantial contact.with the J ;underside of the subfloor. . []Not Observable , ONot Applicable 402.1.1, :Wall insulation R-value..lf this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.4, mass wall with at least 17i of the -'table for values. ❑ wood ;❑ Wood ❑Does Not 402.2.5 'Wall insulation on the wall ; . ❑ Mass. ❑ Mass.:. ❑Not Observable [IN3]1 exterior,the exterior insulation ; ; requirement applies. ❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ';Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions.::. ❑Does.Not I ONot Observable ' ONot Applicable - R- R- ❑Complies L 402.2,11 ;Sunroom wall insulation has a ; [IN8]1 !minimum R=value of R-13. New ;❑Does-Not walls separating the sunroom ,from conditioned space.must _. ONot Observable I meet code requirements. ❑Not Applicable . ;. _. . I 303.2 ;Sunroom wall insulation installed ❑Complies ;.. [IN9]1 :per.Manufacturer's Instructions: ❑Does Not ONot Observable I ONot Applicable.. ;: . 402.2.11 ;Sunroom ceiling minimum ; R- R- ❑Complies IN10 :insulation R-value of R-19 in: ❑ [. ]1 Does Not ; Climate Zones 1-4, and R-24 in - . .: .: ;❑Not.Observable :Climate Zones.5,8. ❑Not Applicable.: 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 I installed per manufacturer's Oboes Not instructions. . ; ONot observable ` ONot Applicable : «_ Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename:C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection,Provisions Complies? Comments/Assumptions &Req.ID Value ' Value 402.1.1, :Ceiling insulation R-value.Where , R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.1, :>R-30 is required,R-30 can be ;table for values. 4 Wood ❑ Wood �❑Does Not 402.2.2 'used if insulation is not Steel Steel [Fill' :compressed at eaves.R-30 may ❑Not Observable be used for 500 ftz or 20% E]Not Applicable ; (whichever is less)where sufficient space is not available. 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]' Blown insulation marked every 300 ft2:: .: ❑Not Observable , ❑Not A G t. . pP cable 402.2.3 ;Attic access hatch and door R- R- ?❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable i❑Not Applicable 402.4.2, ;Building envelope tightness ; ACH 50 ACH 50 ❑Complies 402.4.2.1 verified by blower door test result IDDoes Not [FI17]' ;of<7 ACH at 50 Pa.This g) ;requirement may instead be met ❑Not Observable , :via visual inspection, in which i !❑Not Applicable case verification may need to ; occur during Insulation ; Inspection. . 402.4.3 5 Wood burning fireplaces have : g ❑Complies [F18]2gasketed doors and outdoor ❑Does Not U combustion air.. - ❑ Observable bse ONot:Appii,cab 403.2.2 :. Post construction duct tightness cfm cfm ❑Complies [F14] :test result of s8:cfm to outdoors, ; Does Not or<_12 cfm across systems. Or, ❑Not Observable rough-in test result of<_6 cfm ❑Not A,Observable e :across systems or<_4 cfm ) 1 . PP ;without air handler. Rough-in test; :verification may.need to.occur ;during Framing,Inspection. 403.1.1 ]Programmable thermostats _ >' ❑Complies [F19]2 installed on forced air furnaces:: "7 ❑D.oes Not U (. ❑Not Observable .: ❑Not Applicable I 403.1.2 Heat.pump thermostat installed Y ❑Complies (FI10]2 on heat pumps. Does Not ;gl _ ❑Not Observable - l x ❑Not Applicable 403.4Circulating service hot water ❑Complies [FI11]2 jsystems have automatic or APDoes Not accessible manual controls. f ] QNot Observable Not Applicable 403.9.1 Readily accessibleswitch on.. ,' ❑Complies [FI12]3 heaters for swimming pools.: ❑Does Not ❑Not Observable #.. ❑Not Applicable 403.92 -rimer switches on pool heaters ❑Complies [FI19]3 and pumps are present. Does Not .. ❑Not Observable j.. ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data filename: CAUsers\Fine Line Design\Docume.nts\REScheck\THE DELUXE VILLAGER.rck Page 7 of 8 section Plans Verified Field Vertfied::r - Final Inspection Provisions Complies? Comments/Assumptions Value Value . &Req.ID _ ' 403.9.3 Heated swimming pools have a ❑Complies [F120]3 C�cover.Covers on pools heated ❑Does Not ' - !over 90 QF are insulated to R-12. f * ❑Not Observable. , ] ❑Not Applicable 404.1 ;50%of lamps in permanent ❑Complies [FI6]1 (fixtures are high efficacy lamps: y= �,; ❑Does Not ❑Not Observable ; ❑Not Applicable . 401.3 §Compliance certificate posted. 0Complies ; [F17]2 , g ❑Does Not ][-]Not Observable: l ,_�, ❑Not Applicable 303.3 s Manufacturer manuals for OComplies ; [FI18]3 'mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable 4 •. ❑Not Applicable: Additional Comments/Assumptions:. i I 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 11/19/1 Data.filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Insulation . Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 Door 0.28 CoolingHeating& Heating.System: Cooling System: Water Heater: Name: Date: - Comments i AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance (?so CMR 5301..2.1..1)1 DELUXE VILLAGER MODEL-COTUIT MEADOWS -Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)... .....:. p Wind Exposure Category... ......... ::.:.............. ...:...:..... ....:.... ...:.:B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..:... 1 stories <-2 stories Q Roof Pitch 8<_ 12:12 Q ......... ................................(Fig:2) ................ Mean Roof Height ........ ....... .....................................................(Fig 2):..: ..................16 ft <_33, Q Building Width,W ........................: ...:..........(Fig 3)...: .................................: 52 ft <-80' Q Building Length, L ............. ......... ...................... ......(Fig 3)................. ....,..: ................74 ft :5.80' Q Building Aspect Ratio,(Ll1N) ......................... (Fig 4)...;:..... :.;.., .....................,..:....1.5 <_3:1 0 Nominal Height of Tallest Openingz .................. ..........(Fig 4).... . ..... ......................... :..:.618"<6'8° 1.3 FRAMING CONNECTIONS General compliance with framing connections ....:.............(Table 2)..:................................... ................ 4 Q: 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.........:.......:............ ;..,..,..... ......................,...;.:. ................. ...... Q. Concrete Masonry..:.:.......................... >.:............... N/A 2.2 ANCHORAGE TO FOUNDATION13 . 5/8"Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete.only . Bolt Spacing-general ..........................:.................(Table 4).,....:................................ 32 in. 0 Bolt Spacing from end/joint of plate. ...................: ...(Fig 5).... ....... .......:..:....:..........12 in. <6"-12" Q Boltfmbedment-concrete::.... .................... .,,..(Fig 5)................ ..:::....:...................7 in.>_7" Bolt Embedment: masonry.........................................(Fig 5)..........................................:. in. >-15" N/A: Plate Washer .............................. ..................(Fig 5).... ......................... ?:S':x 3"x'/<" Q :: 3.1 FLOORS Floor framing member spans checked .......: 0.;..........(per 780 CMR Chapter 55).................................... Q; Maximum Floor Opening Dimension............ . ..........(Fig 6).... ................................... ft<- 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).::.:.....:.......................:.::. : : N/A Maximum Floor.Joist Setbacks Supporting Loadbearing Walls or Shearwall:......:.........:(Fig 7)................ ...................... _ft <d N/A Maximum Cantilevered:Floor Joists Supporting Loadbearing Walls or Sheanball::..............(Fig 8)...:............:......................... _ft <d N/A Floor Bracing at Endwalls............... ..............................(Fig.9).................................................................... . .. Q Floor Sheathing Type .................... ............... ...............(per 780 CMR Chapter 55).................................... Q Floor SheathingThickness:........................ : (per 780 CMR Chapter 55 3/4 in.(p p ).......... ....... 0 Floor Sheathing Fastening........:..........................................(Table 2)...........8 d nails:at 6-in edge/12 in field : : Q 4.1 WALLS Will Height Loadbearing walls....... .......................... (Fig 10 and Table 5):;...., ................8 ft <10' Q Non-Loadbearing walls.................................................. Fi 10 and Table 5 ...............18 ft 5.20' Q Wall Stud Spacing . .p g .: ......:.........................:....::.....:..........(Fig 10 and Table 5).....................24 in. <_24"o.c. Wall Story Offsets .: .:::........................................::..........(Figs 7&8)..:...................................... ft <_d. NIA AWC Guide to Wood Construction in High WindAreas: 110 mph:Wind Zone Massachusetts .Checklist for Compliance (7s0 CMRs301.2.t.1.)', 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls :............................... ............(Table 5) ................................ ..2x6-:8 ft 0 in. Q Non-Loadbearing walls............ ................................(Table 5) ......... 2x6-18 ft 0 in. Q . . _. . Gable End Wall Bracing' Full Height Endwall Studs........ .............(Fig 10)..:......:.:... ...................................:............ Q WSP Attic Floor Length......................... (Fig 11). : ......................... :... ft>_W/3 N/A :. Gypsum Ceiling Length(if WSP:not used)...................(Fig 11).. ...I......I.......... ..............26 ft z 0.9W: : . Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c.:::(Fig 11)........... : ::.. ........................ ::..... N/A ... _ . or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays 0: ; Double Top Plate Splice Length ....... ........................................._...............................(Fig 13 and Table 6).......::....:........................i:.8 ft: : Q Splice Connection no.of 16d common nails ... ......... P ( ) (Table 6)............. .. Loadbearing Wall Connections Lateral(no. of 16d common nails)..........:.:....................(Tables 7) ................................... ....................2. Q 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 ..................._..........:. ft :5 1.1,. Sill Plate Spans ................... ..................... .....:...(Table 9)............ :.................3 ft 0 in. 11' : Q Full Height Studs (no; of studs)........:...:::..:::....::.........(Table 9):. ... .............. ............:..::.:..:::.:..::..........3 Q: Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............ .. Table 9 : ...:..........8 ft 0 in.<12' Q Sill Plate Spans...............::.::.......................................(Table 9).................................. ft_in. <_:12". :: N/A ..........(Table 9) ::..............................Full Height Studs(no:of studs)............ :.....:...........3 Q . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum:Building Dimension W Nominal Height of Tallest Opening? ....:.::. ..........................:.:.. 6,8,,: :: Q Sheathing Type.............................::................(note 4).::.........::.::........................:..,...;:..........WSP Q Edge Nail Spacing:..:.- ..., Table 10 or note 4.if less ........... ................3,in.. 9 P 9............... ( ) . - . Field Nail Spacing.....:_,....., .,....(Table 10 .......................12 in. Shear Connection(no. of 16d common nails)(Table 10) .............................. Percent Full-Height Sheathing ...................(Table 10 ...............................30% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............::....:. : Q Maximum Building Dimension, C Nominal Height of Tallest Opening2........................... 6'-811!5 68" _Q - Sheathing Type .::....................................::...(note 4).....................:.:...::..;.... Q Spacing ) WSP Edge Nail S Q P 9::...::...::.................. ...:.::..(Table 11 or note 4 if less ..................,.....,....:3 in. Field Nail Spacing.................. :...__*...........(Table 11) .:.................................. .........:....12 in. 0 _ . . .. Shear Connection(no. of 16d common nails)(Table 11).......... :4. Percent Full-Height Sheathing.......................(Table 11).........................:...:..................... ...15% . Q b%:Additional Sheathing.for Wall with Opening>68".(Design Concepts)........:............ N/A: Wall Cladding Rated for:Wind Speed?......:.. .........:................. AWC Guide to Wood Construction in High Wind Areas: 110 mph:Wind Zone Massachusetts Checklist for-Compliance (780 CMR 5301:2J.1)' 5.1 ROOFS Roof framing member spans checked?...................:...(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang .. .. ........................... (Figure 19 2/3 ft:<-smaller of 2'or:L/3. Q( g ).............:. Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift ...:..... .:.(Table 12)........... .....:...:..:...:...............U=23.6 plf Q Lateral......... . (Table 12)........... Of Shear..................... (Table 12) S=77p If Q Ridge Strap Connections, if collar.ties not used per page 21:.. (Table 13).................:..............T= .plf N/A Gable Rake Outlooker :................. (Figure 20)....... _ft<-smaller of 2'or L/2 . N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14) .....:......................................U- lb. N/A Lateral(no. of.1.6d common nails)...(Table 14)................:.....:.,:.............L=. : lb. : N/A Roof Sheathing Type.. ....:.:..:.... ..............................(per:780 CMR Chapters 58 and 59) ....... ..M. Q Roof Sheathing Thickness....................: ....................5/8 in.>7/16' WSP .:. .................. ........................... Q Roof Sheathing Fastening.............................................(Table 2)...:.................................. ...........I...8d Q :: DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE_FOLLOWING (NOTE APPLIES: Notes: 1. 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.1.10 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 1:1 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold:Downs per Figure 18a and Figure 18b 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 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.:: 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. :: v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double.row of 8d staggered at 3 inches on center.per figures below:Vertical and Horizontal:Nailing,for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance MO cMR 5301:2.1.1)1 -WEN THIS EDGE REmms ON PiIMAING EMSd MAILS ATfib.G . 11 11 11 1 II 11 ' 11 11 11 I l - 11 r r i ;L - �1 1� Id it 1� A 1 - . It Q i1 :11 p I it a ii Ir. .. .. 14 t te 1 DOME EDGE `------- 1 NAILSP'ACING ; I PANEL d t,: See Detail on Next Page Vertical and Horizontal.Nailing far Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph.Wind Zone Massachusetts Checklist for Compliance (Igo CMR 5301.2.1.1)' ' 1 �xa a it 1 rpmING MEMBER$ , EDGEmb WEDIATE 1t rE 1 Z m- . . --- ---- -- _ -------- _j_:- STAGGERED 3"Mrl MLPATTERN ..:.. .: PANEL PA%We-EDGE -S! DOUBLE NAIL:EDGE SPACWGDETAL i . .:.Detail: Vertical and Horizontal.Nailing for Panel Attachment, i tiOt-JXErpm Town of Barnstable: t Regulatory Services Thomas F. Geiler,Director �AlFD �k1 Building Division Tom Perry, Building Conunissioner 200 Main Street, Hyannis,MA 02601 . wTv w.town.barnstable.ma.us Office: 508-862-4038 Fax: 50.8-790-6230 'rox-C : ,�x1er Mu pe st Com-olete and Sign This Section If Using ABi il&r Da-o--�—�l I,1'✓�G'1' cti CUtt/i ��V�t�dl.� yS�=/19,:ds (:>ner of the subject property. hereby authorize /g a.,VS/ O�� U! ��/ /1 �d C to act on my behalf, jn all matters relative to.work authorized bytU building permit application for; (Addriess ofjob) ; / i l / Sign of Owner ate Print Name Q TORIMS:OwhERpEWISSION TempParcelEdit Page 1 of 1 4i 'N"4 t seX6Z €f � ` s �/ 'Y�'4S"f 1P;./w.2"'.'..».�.w..a.......+:. .. '. '_ ., .. .: a• ..:: v..., 9� .a H, .,�4, "'-r Logged In As: Wednesday,January 16 2008 Frank Schlegel NewParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 100 Street Number: 37 Unit: . Dev Lot ;LOT 100 Road Name: ISPRING BROOK LANE T/R: Sec. Road: w...... ........`� T/R: Villlage: 07 - Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: PLBK 617/69-75 (APP 7-62) I Date Added: Updated: lJ dates �D�elete " Adtl�A¢other: httn://i ssa12/Intranet/Pro-Ddata/Tem-DParcelEdit.asDx?ID=Add 1/16/2008 a • Registry ID Home Energy Rat �a. e ng Certificate - Rating Number Certified Energy Rater Bruce Torrey 37 Spring Brook Lane Rating Date 07/24/2014 Falmouth, MA Rating Ordered For Bayside Builders - - Estimated Annual Energy Cost Use: MMBtu Percent 5 Stars Plus Heating 33.8 8% Projected Rating Cooling 2.1 9% HERS Index: 62 Hot Water 15.3 2% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 18.3 79% General In Photovoltaics -0.0 -0% formation Conditioned.Area 1512 sq. ft. House Type Single-family detached Service Charges 3% Conditioned Volume 14354 cubic.ft. Foundation Unconditioned basement Total 69.5 100% Bedrooms 3: Criteria McCfTanlCal",$�St@ills Features v; :This home meets or exceeds the minimum criteria for.the following: . Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. - 2009 International Energy Conservation Code Water Heating: : Instant water heater;;Natural gas, 0.82 EF, 0..0 Gat. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to:Outside 60.00 CFM25: : - Ventilation System Exhaust Only: 80 cfm, 6.0 watts. Programmable Thermostat Heat=Yes; Coot--Yes Building Shell Features Ceiling Fiat : R-49.0 Slab None Sealed Attic: NA Exposed Floor R-30 0 Vaulted Ceiling R 36.0 Window Type U-Value: 0.300, SHGC: 0:300 Above Grade Walls R 21.0 Infiltration Rate . Htg: 3.00 Ctg: 3.00 ACH50 Home Energy Raters LLC Foundation.Walls R-00 Method Blower door test PO'Box 989 r Sandwich MA 02563 L ihts�and Appliance Features g -- .----- 508-833-.3100 Percent Interior Lighting: 90.00 Range/Oven:Fuel Electric Percent Garage Lighting 0.00 : Clothes Dryer Fuel Electric infoCenergycodehelp:com Refrigerator (kWh/yr) 651.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 The Home Energy Rating Standard Disclosure for this home is available from the rating provider. REM/Rate- Residential Energy Analysis and Rating.Software v14.4.1 This information does not constitute.any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Project Address: Spring Brook Lane 37 Insulation • Unfinished Crawl /Basement ceilings Install R30 Fiberglass .Batts - must be in contact with sub-floor • Exterior walls - Install High Density R 21 Fiberglass Batts • Flat ceilings Install minimum R-49 Loose blown fiberglass or cellulose. • Vaults/ Sloped ceilings/ roofline — need to have rigid air barriers on both sides DO NOT use any type of"Batt"insulation on any ceiling assembly constructed using "strappinq" Thermal Bypass/ Air sealing Issues Tubs/ shower units on outside walls. Install insulation and an air barrier on the wall priorto-installing the shower unit. Air barrier can be house wrap, or rigid insulation, or spray foam: • Basement & attic access Door to basement must be weather-stripped Install air tight door at base of bulkhead stairs Attic access panel must be insulated and weather-stripped. Air sealing In the 2012 IECC code you must achieve a challenging 3 air changes per hour . - or less. Aggressive air sealing is required. Spray on gasket systems ( like Energy Complete http://www.:ocenergycomplete.com/ ) are highly recommended): • Mechanical runs/ chases and penetrations into unconditioned spaces, attics, and/or kneewalls must be sealed • Caulk all bottom plates of exterior walls kneewalls and garage walls • Caulk all top plates of interior walls to unconditioned attics Duct Boots must be sealed to subfloor and ceiling board • Unfinished Rafters/slope/eave insulation - Install rigid air barrier on bottom side of any insulated rafters that extend beyond the kneewall and/or any other areas where the insulation is not covered by ceiling board. Air barrier can be ceiling board, rigid insulation, and/or spray foam. Mechanicals Furnaces must be minimum 95% AFUE • AC condenser must be at least SEER 13 (with a TXV valve) Total condenser size(s) must not exceed Manual J Calculations HVAC representative must sign Manual_J.Calculations Affidavit supplied by Rater • 2012 IECC code requires the aggressive goal of no more than 4% total duct leakage. This will require aggressive duct sealing and early testing. We also recommend keeping ducts inside the thermal envelope where possible. o All ducts sealed and tested. Supply ducts in attic must be R-8 - DHW Hot Water must have an Energy Factor (EF) of .82 or better. (typically an instant/on-demand type) Programmable thermostats.(at least one per dwelling) are required Mandatory Mechanical Ventilation One fan in the home has to be an Energy Star.rated fan and needs to be controlled by a 24-hour programmable control. Typical strategies Include - 1. Panasonic FV-05-11.VKS1 with a built in 24 hour timer. (if the fan does not come with 24 hour programmable timer built in you need to install one ) 2. Fan Tech FIR125 duel ducted exhaust fan, controlled by a 24 ho.ur timer. Mandatory Lighting 80%-100% of each home's lighting needs to be energy efficient. To help make this happen the program will supply a free unlimited supply of LED/CFL energy savings bulbs. As your project moves forward we will help. you: place the order for the most appropriate style bulbs. - -Mandatory Appliances Refrigerator and dishwasher must be Energy Star labeled .I.I�I.,I�.r.I:-III�.�'�.�I.��.II)I.I.�I,:.I�..I�Z,I..I-.I.I.,r�..1.1,�,�I.I,".I.'II.i I.I I.1..11.-.11.I%'..�I�..I..1.I.�.,.I.'...1�......-,I-..,I.I 1......I).I I I.....II,1�.,I1.I..I.. . 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'sl'R 111T G B R K L r. _ .. . y . , - - r L=75:09' R=160.3'2I m t ;' - T s s' kr N . - - Y- - ,- 20' SETBACK 'LINE , ;--Y - -� .� _ .�, ` cr . . o - - . No o ' 12 0 . 414.0 T.O.F: 64.02' N <o. . Q . 11 o q , o _ r - . U 1 . N 16.0 , F- w 24 0' ' #37 �� 9 _ : , : a '.: : g p' . o: : , 'EXISTING FOUNDATION LOCATION DATE:' J 0 02/10/14 0 o`Jo , - . cr. , w L.�29.4' 28.6' .i '�N f t jAA •r _ LOT° 100. } 10,214f S.'F Vi,6 . 0.23± ACRES 1 . ` . , . r . . .- - . _ . . . N . . . . - S13 _ p . . 56 85 61.06' } . . - . N86'46'37"W - . I . . - OPEN .:SPACE . ' . . . .. - . . . . . . i .4 4') .. . ,.. ., - ' x r A' - - x? p.;. - I CERTIFY THAT TO THE BEST.'OF 0:KNOWLED,GE THE EXISTING STRUCTURE SHOWN HEREON ;IS IN- COMPLIANCE WITH,.FRONT, SIDE "AND REAR SETBACK•REQUIREMENTS �(20'/10'/10') AS NOTED IN-TOWN of._ . ' BARNSTABLE ZONING"BOARD OF.APPEAL 'No 2005-082-':(DB 21059 Pg 158) IS LOCATED IN RELATION TO �PVj I of NjgS� . PREIMETER MONUMENTS. SHOWN PER EXHIBIT-"A (DB 21i; '0' 45) AND IS NOT LOCATED WITHIN A o��. q�y SPECIAL FLOOD HAZARD AREA.: :, . - SHANE M. M: _ BRENNER . THIS PLAN IS, NOT TO ORDED NOR IS IT`TD BE'USED TO ESTABLISH PROPERTY LINES. •No.45917 9 I . o 0 . 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STEEL COLUMN 3O°x30°x12" CONCRETE PAD TYP I ----=----r T-9" CONC. WALL 4x4 P.T. POST 16xx10° CONTINUOUS FOOTINGTYP. GALV. METAL POST AN04OR 6EAti POCKET 10° °SON TUBE" I W/ 28° °BIG FOOT' FOOTING TYP. 77 ----- L-- — — iv 2'-O" SHEET 614'-O" 12'-0" 24 74,-0° 44 FOUNDATION PLA 13�hO! 2 r1O I ;' . : - .. , .. ._ .. 41, SCALE: 1/41 - I'-0n DRAWN BY= KW DATE: 11/15/13 . .. .: M _ V N . . 0 _ _ J h W O lA �--° 32:.0" - .. .. PIG D WIND WASH IER ... .. ' ... (EXTERIOR EDGE OFREXTER OR WE AT AL TOP PLATE .. ... :'. . W. RIDGE VENT .. .. .. :... .. .. . -.. ... . ... - :: . - .. - .. .- WU 0Y.I 2x12 RIDGE BOARD RAFTER TOPSIMPS ON.H2.5 II 7/8° LVL RIDGE FASTENER AT ALL LATE. .. - .. _ O JUNCTIONS TYP. L, ? ASPHALT SHINGLES O :..:.5/9` CDX PLYWOOD � ..... ..... ... ' \b a� .. .. .. ' ...... �}\ :.... :: O.0 .. .. .. .. BLOCKING:4 O'O.G. ... .. .. (3) 13/4" x q 1/2° LVL BEAM It.',7/B" LVL RIDGE 'IN FIRST TWO JOIST 1 RAFTER - - :.. .. '.; .., BAYS FROM GABLE WALL 12 ... :. ... .. :R30 F.G. INSUL. .. .. 0 0�. r'. OL• v II n II :..0 II a II u:. .n n:: u u .. @.\b Ix6 ® 16" O.C, .. a Y� .. .. ..JI II II II II - m 6n vl W .. x s. .. � I InnIrI auIIII .unuII.; -auIP. 'uuuII: �nnn11 uuuII nuuII nnnII IuuuI � . m W (2) I:3/4° x 14° LVL BEAM - ... .: (3) 2x10'e _ ...... - . _ �� �� �•� 2x0's � 16 O.G. KITCHEN i EA OOM IX 3 STRAPPING Ix6 T*G BEAD BD... .., POST IN.WALL.:. ... .. .. 5x8 F.G. GYP. BD. A� t :.: -' ... ;..... (3).2xi2 HDR: : .. M ... ... W 8° COLUMN ..4. .. _� i .BEYOND. N - AREA LIVING . .:. ... , .. .: GARAGE 4 i W SUNROOM ,, :GARAGE � — I TdG 3/4" OSB .. 2x6's 016"O.C. .. .. c0- .:. 2x10'9 @ 16°O.C. W/ - RIq F.G. INSUL. I LID BLOCKING '50 1/2" COX SHEATHING I R Iq F.G. INSUL: .... TYVEK / R.C. CLAP B F -FRONT /:W.C. SHINGLE ... 4" CONCRETE SLABSIDESlREAR . . � :. ':. :. :. .. --.. PITCH TOWARD DOORS ... .. .. (3) 2x10 GIRDER TYP:. 10' CONC. $ONO PIER I �:: _. .. —_ W .. .. .. .. 30 X30x 2OOT N .. .. .-- w. 6 BASEMENT " EF COL. . ul 3 I/2° CONC. SLAB .. --- N . : ---- .. .. .. W (Y � ' Z f'. Z Z Q 26'-0" O (L � 24 .. 4' q" J NOTE:. _ol Q 5/8" ANCHOR BOLTS u r EMBEDDED-7" rn SPACED 32" O.C. 12" FROM CORNERS WASHERS 3"x3"xl/4'I SECTION "All NOTE: SECTION `5" CONTRACTOR TO REFER SCALE: i/4" = i'-0" TO WFCM 110 X B AND SCALE: 1/4" = 1'-0" CHECKLIST FOR ADDITIONAL HIGH WIND TECHNIQUES RELATED TO:THIS PLAN SHEET Aw : 5 1321 DRAWN BY:' KW • :. DATE:... li/IS/i3 . V J lh - MEMO Qz •• tw, '* L==L .. .. .. ... ,. ... .:. .:. .I:: .. .. O j Wawa 13 O I I ' GARAGE. im IL Lu.. ... .. tu .. .. :. A p K w (n Q _.. .. —Fri_Ixis g z ap L Q ' u r � in, S'P{ ET 7 FIRST FLOOR FRAM I NG PLAN 132i . SGALE::1/4'i.='::I'—O" - DRAWN SY6 KW DATE: 11/,15/13 V N O ul Z � .. :. .. ... .. .:.(I) 9 1/2 LVL :. _�°TRUE VA. � EXP05ED BELOW, 9 W :. RA 7ERS 2XIQ 5 Q 16 C.C. I YP. RIDGE - :r 9 1 2 L L 0(3) .N W .A . : RIDGE - - W . I 11 L I E i� M M, rn .. BEARING WALL . Lu .... - .. .. .. �i Q ' 24' 0".. z Y w — lu W. 9 - a a N : ':: N .. :. R. w: :- "BUILD OVER" - VALLEY ..: �.. ... ... .. .... ... � ... .- -. ... ._ Of Z z Op (L . .. "BUILD OVER VALLEY° - - .: : u n -m: N. 26'_On SHEET ROOF FRAMING PLAN x ALE: 1/4" A7. . . 1321 DRAWN BY KW 1 .. (`ZJ�'� 5 .q,. "Now �. LLf ih J h :: - i•I r JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING . :. .. ... ... .. .. .. . ... OMEN COMMON'NAILS - BO%.NAILS ROOF FRAMING �yI O BLOCKING TO RAFTER TOE NAILED 2-Bd - 2-I0d EACH END Im EXEND .HDR TO CORNER - ( ) Yn �2`"6 DBL TOP'PLATE ',, � RIM BOARD-TO RAFTER(END NAILED � � � 2-16d 3-16d EACH END WALL FRAMING d 1.. (3) FULL HG i STUDS w• - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d _ S-16d AT JOINTS STUD • - .JACK STUD - -�`\ HFADERSTUD OTO HEADER(FACE NAILED)(FACE NAILED) 266d Ifid 24'D.C.ALONG EDGES:. NAIL TOP' PLATE '� ?:FLOOR:FRAMING . . wN " TO BTM OF HDR ;_ ,� .r' ;; TO SILL, TOP PLATE OR GIRDER(TOE:NAI LED)- -.4-Bd .., 4-10d. :PER:JOIST W/ 2 ROWS OF Ibd NAILS BLDCK ' .- '- ING TO JOIST(TOE NAILED) '2-Bd 2-I0d EACH END MM g W"®3" O.C. - - -j/ ;BLOCKING TO 51 LL OR TOP PLATE TOE NAILED) 9-16d 4-I6d EACH BLOCK " '- STRUCTURAL PANEL N"l HEADER CONTINUOUS HEADER JOIST ON EDGER O BEAM TOE N41LED) - 3-Bd -"3-IOd PER JOIST JOISTT NAILED) N'AILED Bd COMMON - "'- - BAND JOIST TO JOIST'(END NAILED) .. : - 9-16d - 4-16d PER JOIST M ' ® 3" O.C. EDGE AND FIELD _M .,- ®.MULTIPLE OPENINGS ( ) W µ' .. - .. _ ... .. . .: ROOF SHEATHING ._ PLATE TOE NAILED 2 16D 3 16d PER F007 Z .DOOR TRIMMER STUDS WAFTERS R PANELS .. 6""EDGE/6'FIELD .. .. . STRUCTURAL RAFTERS OR TRUSSES SPACED UP 70 16'D.C. Bd "I RAFTERS OR TRUSSES SPACED:OVER 16'D.C. :- 9d IOd: 4° EDGE/6'FIELD 00 0 .. .:: .. ..\ :. .. ...... OVERHANG EDGE/'PFIEELD .. ...GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERH 9d IOd 6' 4) y - -*- GABLE ENDWALU RAKE OR RAKE TRUSS.iu/STRUCTURAL Bd IDd 6" `I, _ OVTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 9d IOd 4° EOGE%4"FIELD 2- 5/5" ANCHOR BOLTS CEILING SHEATHING. w/ $'x3" PLATE WASHERS II .. .. .. _ i)` .. T" EDGE/10"FIELD GYPSUM WALLBOARD 5d COOLERS WALL SHEATHING.:. .. ... .�I`. .. HOOD STRUCTURAL PANELS STUDS SPACED UP TO 24"O.C. :. ,6d IOd : 6'EDGE/12'FIELD ... .. .. - ... Ij'.AND�'i'A°FIBERBOARD PANELS - ."Ed .. 3° EDGE/6'FIELD .. - ... .. .. .. - ... _ Iz'GYPSUM WALLBOARD Sd COOLERS 7'EDGE/10'.FIELD FLOOR SHEATHING .. .. .. r ..WOOD STRVCTURA.L PANELS ... .. ... .., All .. ^%I"OR LESS _ 'Sd, IOd 6"EDGE/I; FIELD Z. - - .. .. GREATER.THAN!1' .. :IOd "" Ibd W.EDGE/6'FIELD -< Z � . r .. . NARROW WALL. BRACING BRACIN AT GARAGE _ o moo, O S—ALE: N.T.B. :. .: .. a m Q — - - N - EL v - SH E ET 1321 DRAWN:BY:: KW DATE 11/15/13 GENERAL p1m. 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT - 20' gDQWAR = 10' 3. (MUM INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025MI 0021 ,0 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E:C. (AREA OF CI AL ENVIRONMENTAL aDNCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED `'✓ WIBITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS.(310 CMR 10).' ' S? ` ,,-'' SITE DOES NOT CONTAIN A CERTIFIED VOW POOL PER NHESP INV INVHII / C' / MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS.' SMH �46 IN V OUT =52.39 -52.33 ,.''j SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES \ W G -52.69 ��, / UNDER THE MASSACHUSETIS ENDANGERED SPECIES ACT, G ... ' �" �` �- ,� S REGULATIONS (321 CMR10) 6--' SITE IS WITHIN A STATE APPROVED ZONE n GROUND WATER ` © w c, RECHARGE PROTECTION AREA s �•94 LP 4 s CONSTRUCT NOTES: .78 ANN _ w ,- 1. ALL GENERA. CONSTRUCTION NOTES ON SHEET C-2 FROM THE CURB SUBDIVISION CONSTRUCTION PLANS FOR COW MEADOWS, DATED ---- ----.STOP-.STOP - ~ �� ', 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLMI. -- C I ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM L-75.09 R-X .32 ',�` THE SUBDIVISION PLANS FOR COTUIT MEADOWS, OMO. DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER COVER S CTIONS:F • ' SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY 94WABLE DPW. 6&75 ��\ - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.11 o 62.9 �$ as �, �'6a5 - { - , POR04 , -1NW 53.73 `. ,,.z. 64.0 • LOT oo Cotult Afeadows SubdfWslon 63.0 U9 24.0 63.9 10,214f S.F. 04.1 Cotult•Barnobble, Massachusetts GARAGEPMMM MR 0.23f ACRES . S.Q'64'0 HOUSE V s, COTUIT EQUITABLE KOUSINGj LLC -" F 0.o 63.3 a3.5 64.0 a3. A 0. BOX 95 1 RD -RDKU _ Contemill11, MA WN2 �\ I oECK7 , \ TRLE � 63.o xa�.o ���.., Site Plan ° _ 01.75 Lot 100 -w 37 Spring Brook Lane \ x62.0_ �� '� x 1. �pg'36^M PROVIDE (1) 6-DU. 61.75 s� x 6 DEEP LEACHNtj BAXTER NYE ENGINEERING & SURVEYING BASIN W/ 1' STONE ' 51.00, NW46'37 56 VEGETATED 12' SURROUNDING (OR DEEP RAIN GARDEN ALTERNATE Registet�ed ftflesslonal w , EQUIVALENT VOLUME �K OF ASS (125 C.F. STORAGE) OF 269 CF) FAg1ACCrs and Land Surveyors DEEP RAIN GARDEN TOP-62.Ot CONNECT ALL ROOF �lo�' MA EW yGN (125 C.F. STORAGE) BOTTOM- 1.0 DOWNSPOUTS To 78 North Street,3rd Floor,Hyannis,MA 02601 TOP-63.0/ LEACHING BASIN Phone•(508)771-7502 Fax-(508)771-7622 E y BOTTOM-62.0' 431 OPEN SPACE 20 0 20 40 r i 11 NA` SCALE IN FEET 9 SCALE: 1" = 20' DATE: 12-04-13 REV. DATE: REMARKS ..... r� LOT400 mm mmm °d 6 `';U `'J 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw §.,` Cl 2005-214 LL