Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0041 HARBOR VIEW STREET
�l Hartarl;eW cst � --- I V �i 1� ,; ,, ,�I1 �� �! v 9,� i� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �°y i Map 0� Parcel QZ Application #.� b Health Division Date Issued 2-f i!l s Conservation Division Application Fee 4ffi - Planning Dept. Permit Fee I 5 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation /Hyannis Project Street Address 41 Harbor View SLee_+ Village Owner C(' arie,5 E MoYcAcin Address qmFu, Telephone b$- 4-4 -a \ Permit Request PlcnF rnnuslkd <,'act,' i nsta I laiion Cnn_sts-k�'OCA of L5 3•�i'<«✓ ,C�r rAcaix c en one t s :0 0 c4s ynr)u ale c�--6 Conk fane_1s an- 3 ' Y 5 (.slab 5 ito Panels (6%\\ be. (aa kzoljec1 .I ni-c�, <-aPe� -e yf:�nA Li Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ©-a- Flood Plain Groundwater Overlay Project Valuation Construction Type A I le rnfi w Lot Size Grandfathered: ❑Yes ❑ No Ifs„attach supporting documentation. Dwelling Type: Single Family ltd Two Family ❑ Multi-Family (# units) _ Age of Existing Structure Historic House: ❑Yes ❑ No On O�,King's Hig fame .s ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other r® 1 s 20 ,v Basement Finished Area (sq.ft.) Basement Unfinished Areas %-A I Number of Baths: Full: existing new Half: existing n Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CoA6A 66\cv LLr_ Telephone Number 508"4 28, gy y a Address 'Ssco RA MOcr In OIOCAC\ License # Cs - 1®_�-Q41 M\ x-sbn-_,, to k\\s , N\A 6a GLA 8 Home Improvement Contractor# 114 GQ 4 G Worker's Compensation #GhU6--yy89P3C8 -15 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6arns+r bie lrans�cx 9, 4ovson Fhni S- , MCmEs-4on, N<<11S SIGNATURE DATE ` FOR OFFICIAL USE ONLY r ` APPLICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE F a OWNER r DATE OF INSPECTION: z FOUNDATION 4 v FRAME F INSULATION � FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ` FINAL w"-fY Y ✓ f GAS: ROUGH FINAL Y FINAL BUILDING �s M F DATE CLOSED OUT { ASSOCIATION PLAN NO. 3 f " 6'Pau -icy s CS 10947 { 3 if VY 48 QUABHNET ROAD �. Mlashpee;MA 62649 041202g18 - Fold Then Detach Along AniPertoretions���'. ' sCOMVlONWEp,LTH OF'MASS1ACIi4 SESTS. • a e a � gDOFAR ; i%arfi h x � ELECTRCGIkNSr' 1 SSUES THEE fdLLOWiNG LICENSE,AS�A ' RfG►STETREDMQ$TER fLEC7Rlt CDTUIT SdLAR LLE � FRANCIS J BRADYJR41Mi Pd' BOxj 366� �� z�_ a yrf $� PL YMOUTH P, MA 2362 is3 r I♦ t`� f C3ificz 6f Goi1stmi :r.l�ffa 'snd:Busi�tsuatoll r, psi s I2e ]O Park Plaza Suite 51, U. Ruston;Massacl�usctts 01 6 HOD10 Sl11proveni6ht Con'tor;Registiat on k"lstratian. 446216 ° I Ype: Suppfeiner3t Gatd COl U!T SOk�AR Ekdirah©n; 4/6/2017 JOHN VREELAND P.O:. SOX 89 COT'UCT;tv1A 0263S !': QpdateaA dreesantireturnCard._Mark,reason for ehnit I Add " Rcnetivai i.£mgioynirnt -t t oslCard i7acr vf>ensarner ffairs R Itrm j.ie ftr 3rlati$j3 Licence urre�utr iti0n ti�ln!fnr ndn3dui i�t orilt ' `41�tE, PROVEMENTCONTRACTOR: theeapiratiendMr. I fvuntiraturufp i2e istrstiort Utfiee afConsumcr..Affatrs'ind Ausiness:Regufatit n 9 i45?x Tyk:: }tl Park 1'Iriui Suite 517U ! f Expiration i1i2f317 Su IementC;ed i gOsOn.iNIA,02.1 GOTUiE SSbLAR " ..rOi-FN 'JREEL.AN£,: 30t7 Fr91 A4Citx`fF#RD- ��.��•�j f y�Id/ JJ _ C MARSTONS WILLS.VA QW-6 (iirderserretar.� Not Valid wuhnnt t�nature F i r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 1 Congress Street, Suite 100 Boston;MA 02114-2017 . 5 www mass.gov/dia, Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Cotult Soul" LLC Address: P.O. Box 89 City/State/Zip: Cotuit, MA 02635 Phone #: 508-428-8442 Are you an employer? Check the appropriate box: Type of project(required): l.IN I am a employer with 12 4. 1 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. E] Demolition working for me in any capacity. employees and have workers' .[No workers' comp. insurance comp. insurance.: 9. Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 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' 13AN1 Other Solar PV Installation comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. - I am an employer that is providing workers'compensation insurance for my,employees Below is the policy and job site, . information. Insurance Company Name. Travellers Insurance Policy#or Self-ins. Lic. #: 6KUB-4988P868-15 Expiration Date: 3-26-2016 Job Site Address: 1_4 1 ' dam 0rV"rW- IT <<u`F�l�J1 GPI D��2 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 certify u er a paiVsadpena ie of perjury that,the information provided above is true and correct. Si atures �'�-� . Date: t Phone#: 508 88442 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#- `l`K_' -r- Town Of Bausfabl fls • • ' Re gil�atoi'y Se�-v :e s y i6 ` MAM Th ntes :; ;eiler,.Director 3P $ �a Building Division Tom Perry' Building Comm ssione� 200 Main Street, ftyannis,MA02G0 www,to�r .bsc~ns#�bl�.rtea;ns Offige; 5084862-4038 Fax 5084964230 Property tier Must C omrilete and Sign This. Section If Using A Builder as owner of the subject,property htreby avi'bome.. 4L= l/�'1� Sa(C�/` to act car my-behalf. ehalf it ;alF matters relstive C.wozk'' th i..Cd b ttia biding permit appliOa on€br' . (ddclsess of�o�} �_ rr azure of C7 vAer Date.. Print Nacne If Property Owner is applying forpertoit pl a�Omplete the l�orx►eo,�ri�ts�:ice,nsc Exec V6.00 Form on the:reverse side; .mob...�.t.. •••• .�,vs,c v1J Y:00--ib AN YAtUEJ 1 2/002 Fax Server I DATE(flAbAlDD1YYYi� CERTIFICATE OF LIABILITY (DURANCE 7cerfificate ICATE IS ISSUED AS A iNATTER OF INFOFMATION ONLY AND CANFtcRS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRAAATIVELY OR NEGATNELY AIIdEND,EXTEND OR ALTER THE COVERAGE AFFORDED BYTHE POLICIES Bmow_ ICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE IL UING INSURER{S),AUiHOFtIZEQ REPRESENTATIVE E AND THE CERTIFICATE HOLDER. I )ti, Ifthe certificate holder is an ADDITIONAL INSURED,the policy(R*s)must be end6Tsed. if SUBROGATION IS WAIVED,subjeet to the: nditions of the policy,certain policies may require and endorsement A sfatemen�t on this certdicate does not confer rights to the lder in lieu of such endo s PRODUCER CONTACT NAME: DON BL'NIER INS AGCY PHONE PO BOX 221 (AfC,No,E)*- FAX { iM.A:vOVI-R,-'VL4 023 E-MAIL34 ADDRESS 731CD INSURERS)AFFORDING COVERAGE NAIC# INSUReD INSURER A: TRAVE[EMINDEMNY1'YCOMpAjryOFAME1tiCA COTUIT SOLAR LLC INSURER B: i INSURER C _ 3S90 F.ALdvMOLTH RD INSURER D: y11 IvIARSTON&MILLS,MA 02638 INSURER j t INSURER F. i 1 COVERAGES CERMFICATE NUMBER: THIS ISTOCERT�YTHATTHEPOLIC�SOFOVSURANCELIST BELOW VESEENISSUF�TOTHEWSUREDNALIEDAB I I NITHEPOLICYpERIppq,IDICATI�NOTY.7THSrANDWG REVISION NUpABER.* 4NY REQUIREMENT,TERIA OR CONDRiON OF ANY CONTRACT OR OTviER DOCUMENT WRH RESPECTTO WH�iiTH1S. AFFORDED BY THE POLICIES DESCRIBED CERTIFl HEREIN LATEtdAYBE�SUEDOAMAYPERTABJ THEQiSURANCE PAID CLAIMS T EXCLUSIONS AND CONDmON.OF,SUCH POLICIES.LMITS SHOWN MAY HAVE BEEN REDUCED BY 'ER i 1 LTR ADD SUB =POUCYEFFDATEPOL:YE%PTYPE OF WSURAHCE L R POIyNUMBE[i (IdlI1DD1YYYY) LPdRS GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY i CH OCCURRENCE S CLAIMS MADE CCCUR. AMAGETO RENTED S REMISES(Ea occurrence) ED E(P(Any one pemon) S` GEN'L AGGREGATE LIMIT APPLIES PER: j ERSONAL&ADV INJURY $ POLICY E]PROJECr[D LCC j ENERAL AGGREGATE S 1 RO DUCTS-COMPIOPAGG '$ AUTOMOBILE LIABILITY ANY AUTO COMBWEDSINGLE S ALL OWNED AUTOS LIMIT(Ea��) SCHEDULEAUTOS s BQDILYWJURY S (Perperson) HIRED AUTOS i BODILY IAUURY g NON OWNED 0.UT05 (Per avIderd) PROPERTY DAMAGE S (Per acddeid) UMBRELLA UAS OCCUR I EXCESS LIA3 CLAIMSA%DE ; .f EACH OCCURRENCE S DEDUCTIBLE ! AGGREGATE S RETENTION S S A WORKER'S COMPENSATION AND -S EMPLOYER'S&?ART TY ANY PROFepIT YIN UB-�986P666-15 03262D15 032M.016 WC STATUTORY OTHER ORIr�ARTN�-ROCECUrIVE Uuffs OFF,CERtAt9NgER EXCLUDED? NSA E.L EACH ACCIDENT(Mxndalnryi,NHI S 500,000 Ily�,csapeuMer I E.L DISEASE-EAEMPLOYEE $ 5DD,DOD DESCRIPTION OF OPERATIONS bzbri EL DISEASE- $ DESCRIPTION OFOPERATIONSILOCAMONSMEHICLESIRESTRICBONWSPECIALITEA9S I b00,000 i .y ThiS REPLIACES AhTYPRIOR CERTU;MATE ISSUED TOTRE CERTD•TCATEMIOLDER AMEgMG WO } RICE IS COVERAGE. CERTIFICATE HOLDER CANCELLAT[ON CONR.4D GEYSER SHOULD ANY OF THE ABObE DESCRIBED POLICIES BE CANCELLED F 44 OLD SHORE RD BEFORETHE IXPIRATIONDATE THEREOF,NOTICE WILL BE DEWERED IN ACCORDANCE NRTHi7FIE POLICY PROV1S10NS COTUIT,MA 02653 AUTHORIZED REPRESENT ACORD 25(ZD10/05) She ACORD name and logo are reglsiered marks of ACORD T98B ZDID ACORD CORPORATION.rAll 'hts I n9 resebed. I ; li TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application ,, ' 46-7 YS(0 Health Division Date Issued 13){y Imo' Conservation Division Application Fee Planning Dept. Permit Fee qk1-1 ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address az Village /y 0_ / / Owner (; �1 / � !/ Address i� /�w.Sf A1?74 14C.Y;;W Telephone Permit Request/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 5 Construction Type Lot Size l9mE5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family fa' Two Family ❑ Multi-Family (# units) Age of Existing Structured i - -;P/ Historic House: ❑Yes WTo- On Old King's Highway: ❑Yes Basement Type: �ull ®'Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) IOOSc Basement Unfinished Area (sq.ft) �/ Number of Baths: Full: existing_ new d Half: existing / —new-0 Number of Bedrooms: 1-2_. existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: U Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Get o� Fireplaces: Existing New Existing w od/coal sf..Sye: C..Yes a, c'`) Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barrr existing❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# rn Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ a Name �- e57t &A6- Telephone Number Address �" d. ®k . `� License # 0 5 Home Improvement Contractor# Email _ Worker's Compensation # �o ALL CONSTRUCTION DEBRIS RES TING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE O i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. r , r ADDRESS VILLAGE OWNER 1 DATE OF INSPECTION: d FOUNDATION UNP5 o 4- FRAME OVY fgQ 1-Ull6- 11 5- u INSULATION ` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ` ASSOCIATION PLAN NO. CoMrx:rOMMMM Qf Massac}usiettr, . gw&nent aflmhuftid Accidents Office of esfiga dins �. 6610 Wa hbigtan Street lostan,M4 02111 _ •ivn*axaaass<gavfr7ir� - Warkers' CGmpensafiun Insurance Affidavit:T3uildersfConiz-actors{E ectricians/Plumbers AppIkant Information - Please Print LegiblV Name(Stasmes316 anizalion, trimtal7: Lne4 UieZ"4V City/StatelZip: Phone-47 Aire yc,�,L=employer?`Check the appropriate bon T of project (r 4. I am a contractor and I � � I C��� l I am a employer with l ❑ 6_ F-I New ocaasftuct on employees{full andlor part-time)-* have hired the 2,❑ I am a sole proprietor or partner- listed on the attached sheet 7. 0 Remodeling ship and have no employees These sub-contractors have 8_ D Demolition woddng for me in any capacity employees and have workers' 9_ F]Building addition [No,workers' comp.insurance Comp.mcnrance � ed-] 5_❑ We are a corporation and its lf}�Electrical repairs�additions 3_❑ I am a homeawner doing all wod-- officers have exercised ffieir I1-0 Plumbing repairs or additions 'on er MGI Myself [No wrorkErg'Dung- �'-tof h p I2--0 IZoafrepairs insurance required_]I c_1-52,§1(4} and we hime no employees-[No workers' I _0 Other comp_tnsuranm regmred_I *�Yay s+PP t th=t checks box,11 zansi also fill out the sec&a below showing rhea voiken'miapensadoa poliLT i fi)dameownets vrbo submit tb;s a$davit to g they am doing€IIn�c sad then bae t side co4tractars mast submit a mw af5davk md;Csftn sack tCvaumct=tLvt di—V this box n=&t aVBched:;m additional sheet and s[8te wbe w[IrAAL ffmse have employees I€the sub-amtmcttus bane empIoyees,they mist piovide their warkess'comp.polite au aber. lam an emplaper chat isprmidi tg ttrnrkers'cvngwnsation insurimca for my empinyLras Belaty is the policf and job site irt,ormadam Insurance Company Name: uationDate: Poky or Self ins_LiC`��� j Fxp� Job Sim Address: Gf J�l/I'ltais Ci i'' t, Mach a copy of the workers'compensatitm policy declaration page(showing the policy number and motion date). Failure to secure coverage as reguiredunder Section 25A of MGL c: 152 can lead to the imposition ofcriminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties m tfie fig of a STOP WORK ORDER and a fine., of up to$250.00 a day against the violator_ Be advised that a cagy of this statement may be forwarded to the Office of Investigations of the DIA fnr insurance coverage 4 cation I do hereby crxli i the s aWas ofpefwy thatthe.info rmation prrni&[abate is bwa and correct Sismature: ! 'Date-' oa/* Phone#: rp tffl"iciol use only. Da not writr in this area,#a be completed by coy ax town ofji`ciat City or Town:. Permit Ueense# EsuingAuthority(drele ane)--_.. L Board.of Health 2.Building Department I CityTdwn clerk 4.Electrical bspector 5.Plumbing ImspeCtor 6..Other Contact Person: Phone#: 6 ' r Information and. Instructions Massachusetts General Laws chapter 152 requires'all employers to provide workers'compensation for their employees. Pursuantto this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written_" An employer is defined as"an individual,partnership,association,corporation or other Iegal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or 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 commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)withn.o 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 in rance Coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insuranm license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant_ Please be sure to fill in the permit/license number which will be used as a reference number. In addition;an applicant that must submit multiple permitllicense applications in any,given year,need only submit one affidavit indicating current policy information(if n(-,cessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i_e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this aiTidasZt_ The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a calL The Department's address,telephone and fax number. The eo=anwi aZth of Massachusetts Depaztmmt GfIndustrial Aocident Office of kvestigatbaas 600 Washingtaa Stet Boston,MA G21 I 1 Ta A 617-727-4M at 406 or I-9. MAS E Revised 4-24-07 617-`27--r14r9 w .m=a -gnvldia A TE A� ® CERTIFICATE ®F LIABILITY INSURANCE DA8/27DD201, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHOE Applied Risk insurance Services, Inc. (,CNo,Ext): 877 234-4420 (A/C,No): 877 234-4421 10825 Old Mill Rd E-MAIL Omaha, NE 681554 ADDRESS: PRODUCER CUSTOMER ID# (877)234-4420 . INSURER(S)AFFORDING COVERAGE NAIC/t INSURED INSURER A: Continental Indemnity Co. 28258 Carey Grover INSURER B: dba Grover Building and Remodeling INSURERC: 1 PO Box 1080 Cotuit, MA 02635-1080 INSURERD: INSURER E: CTL 1273 914542 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL�SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY I EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY ❑ DAMAGE TO RENTED PREMISES S CLAIMS MADE OCCUR MED EXP(Any one person) $ � I (PERSONAL&ADV INJURY $ IGENERALAGGREGATE 1$ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPlOPAGG 1$ POLICY nPROJECT LOC I$ AUTOMOBILE LIABILITY II COMBINED SINGLE LIMIT ANY AUTO ❑ 1 (Ea accident) $ ALL OWNED AUTOS BODILY INJURY Perperson) I$ SCHEDULED AUTOS BODILY INJURY Per accident) S � PROPERTY DAMAGE HIRED AUTOS (Peramidenq $ NON-OWNED AUTOS $ i $ UMBRELLA LIAB OCCUR EACH OCCURRENCE I$ EXCESS LIAR CLAIMS-MADE ❑ a AGGREGATE I$ DEDUCTIBLE - II �$ RETENTION $ Is WORKERS COMPNSTIN AND EMPLOYERSEL AABILOITY y/N 1 XT�ORYTLIM TS EORH ANY PROPRIETORIPARTNERI ( � 0 E.L.EACH ACCIDENT S 100,000 C N/A 46-80570A EXECUTIVE 0-01-07 08/31/2014 08/31/2 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 It yes,describe under SP EC, AL PROVISIONS below ; E.L.DISEASE-POLICY LIMIT S 500,000 ] DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach Acord 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Grover Building and R9K1C�P_�9 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Box 1080 EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH PO THE POLICY PROVISIONS. C7otuit, NA 02635-1080 AUTHORIZED REPRESENTATIVE 0y 000 MOK Attn: Projeat 17 8 3 118 ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD ©1988-2009 ACORD CORPORATION. All rights reserved. s �, �- �o�V!GZ-? �'C1, CJL9tr ►TY/49�N1S��2 i RA -A WC Guide to Wood Construction in High Wind Areas: 110 mp z Wind Zone Massachusetts Checklist for Compliance (780 C`MI 5301.2.1.1)I Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust). .......*.........................................110 mph WindExposure Category.................:................................................ ............................................................. B 1.2 APPLICABILITY Number of Stories(a roof which exceeds&-in.12 slope shall be considered a story) stories <_2 stories RoofPitch ...................................... ... .... .....(Fig 2) .......................... <_ 12:12 ✓ MeanRoof Height ..............................................................(Fig ................................................. ft Z <_33' t�9 2) BuildingWidth,W............................................................. (Fig:3)...........,............_....._.._..:........... . ft _<80' BuildingLength, L ..............................................:...:..:.........(Fig,3).................................................�%ft <—80' Building Aspect Ratio(LAW) ......... .....................................(Fig 4)...........................---...................I,'2.5's 3:1 ✓ Nominal Height of Tallest.Opening2 ................................ ..(Fig 4)........................................... 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)..............:......................,;......................... ✓� 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............:........:...:......... :.................:.... Concrete Masonry ................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table.4).....................:................. -"7 ( in. Bolt Spacing from endroint of plate ............................(Fig 5).......................,..,.......... �--in.<6"—12" Bolt Embedment—concrete.........:.........:................:... Fi 5 :.. .:.:. ...:....... n.>7° 9:..):............. ... .......a i Bolt Embedment—masonry................ (Fig 5).................. D in._>15" PlateWasher..............::.............---.....................-----.....(Fig 5)........................................... 3",..x 3"x'/" 3.1 FLOORS Floor framing member spans checked.............................:.:(per 780 CMR Chapter.55)..................................... � Maximum Floor Opening Dimension...................................(Fig 6):.:...............:........:..............:........ 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 <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................................................................... _d Floor Bracing.at Endwalls .- .................. E! 9 ai- .. ..... .... .......:... .... ..... ... Floor Sheathg Type ........................................................(per 780 CMR Chapter 65)..................................... Floor Sheathing Thickness ........................:.................:.....(per 780 CMR Chapter 55).......................2/ .in. Floor SheathingFastening � 9•••••••••••------••...............................(Table 2)-..�d nails at�in edge/�in field 4.1 WALLS Wall Height Loadbearing Walls........................................................(Fig 10 and Table 5)........................... ft :5 Il a Non-Loadbearing walls......:.........:................................(Fig.10 and Table 5)........................... ft <20, ✓' Wall Stud Spacing .................................................(Fig 10 and Table 5).................:._LG in. 5 24"O.C. Wall Story Offsets ....(Figs 7&8)............................................A:n ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 4-q ft 0 in. I'll Non-Loadbearing walls................................................(Table 5)..............................2x�- ft C in. Gable End Wall Bracing' Full Height Endwall Studs...........................................(Fig 10).................................................................. WSP Attic Floor Length...............................................(Fig.11).............................................. .0 ft>_W/3 Gypsum Ceiling Length (if WSP not used)..................(Fig 11)::...............I...I...................... �ft>_0..9W t� and 2 x 4 Continuous Lateral Brace @.6 ft.o.c.... (Fig 11).............................. .......................:....... t/' or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays ✓ Double Top Plate Splice Length ............(Fig;13 and Table 6)..................................... v Splice Connection (no.of 16d common nails).............(Table 6)...................4...........I........................ VCR`P I AWC Guide to Wood Construction in High Wind Areas: 110,mnph Find Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7)......................:................................. Non-Loadbearing Wall Connections 21 Lateral(no.of 16d common nails)............................. .(Ta ble 8)................................................... .... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .................................... ....................(Fable 9)...........:...................... Z ft G in.<_11' f/ . Sill Plate Spans ........................................................(Table 9)..................................Z•ft in.<_Z' ✓ Full Height Studs {no.of studs).................................. (Table ........ ... ... .......................................... Non-Load Bearing Wall Openings(record largest opening but check all openings`for compliance to.Table 1 ✓ able 9 .................................. Zft in.<_12' Header Spans......................................................... R ) P U in.<_12" SillPlate Spans............................................................(Table 9)...........:............ _ Full Height Studs(no.of studs)....................................(Table 9)........................................................ Z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W 6 <6'8" Nominal Height of Tallest Opening 2 ...........................................................:................ — Sheathing Type.................... ( 6 in. .� Edge Nail Spacing..............:......................... (Table 10 or note 4 if less)....................••• lZin. � g........................................ able 10 Field Nail Spacing R )................:.............::................. Shear Connection(no.of 16d common nails)(Table 10)................................................. ....�07o able 10 ..................................................... Percent Full-Height Sheathing...................... (T ) 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................. Maximum Building Dimension,L 16�<6'.8" Nominal Height of Tallest Opening .:..................................................................... �- SheathingType.............................................(note 4)............................ ......................... Edge Nail Spacing.........................................(Table 11 or note 4 if less):...................... C. in. Field Nail Spacing ........................ able 11 IZin. Shear Connection(no.of 16dcommon nails)"(Table 11)....................................................... able 11 .....................................................Percent Full-Height Sheathing.................:.... (T ) 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts):................... Wall Cladding ....................... Rated for Wind Speed? ....................... ................................... 5.1 ROOFS Roof framing member spans checked?.................:..,.:(For Rafters use AWC Span Tool,see BBRS 1Nebsite) Roof Overhang 19 �ft<smaller of 2'or U3 =� "(Figure )..:.......... Truss or Rafter Connections at Loadbearing Walls- Proprietary Connectors '70p Uplift....:...........:..:............................(Table 12)............................................U= If Lateral.............................................(Table 12)....................7....................... L= Of —� able12).............................................5==p f —+L Shear.............................................. I P ...............................T=1f Ridge Strap Connections,if collar ties not used per page a e 21... (Table 13) Gable Rake Outlooker.......:..:..........:...................(Figure 20)............. b ft:s smaller of°2'or U2 !/ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors IJ=40Ib. Uplift................................................(Table 14)............................... ............ �- Lateral(no.of 16d common nails)...(Table 14)........................... ...........L= Ib. Roof Sheathing Type................................................ (per 780 CMR Chapters 58 and 59) ............... in.>_7116"WSP„ ................................... $M -- Roof Sheathing Thickness..........................................: ..:able 2).................................... Roof Sheathing Fastening...........................................(T 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 11.0 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 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. ^� �1 ` o ,+ COIV// FAy�c3i6PI�LC lC��ZZII�f f AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone. Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 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: L 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. 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 -IMEN TM EDGE MMM ON �IMG EMESd NAILS AT6"b a 1/ 1 u w of N 1-i 1 Fes„ di - r rr m /r..g , 1 n r.f r.. O. r, u it 1 lu W ii it$ 1 a IL u 1 u 1, , - - - 11 a u Ir • V u e1 H ra r n rl li 11 11 t rJt. DOUHL.E CDGE NAI£SPACAIG I i PANEL See Detail on Next Page Vertical and Horizontal.Nailing for Panel Attachment- ��� AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 w ; 9a � r ►- 1 1 1 1 t 1 ittE 1� Ed Z. 1 ; ; d rl4 tl li FR0.NAINGMEMBERS 1.1 I. EDGE R"EPMEWLTZ 1 1 MK 1 r 3•Mhl . STAGGERED NAIL PATTERN PAhCL PAW EDGE DOUBLE MAIL EDGE SPACING DETAL .Detail Vetcal'`and Horizontal Nailing for Panel Attachment Town of Barnstable Geographic Information System October 22, 2014 rX 25.3T'Y Q r ss •. 98 Y .73 , 22 r :19 y , X 24.61 /� Lx C 7Z�i23.84 .65 .� , 12 a X 26.9 ,1 24.36 2 25 �'—'`• X 22 C \ r, a X 24 >:+r....;. r-3 X 24.52 3f X..23.•7. X 23.35 J, ��•( .63 .. X 24.69 13 .. .. ....... t;a I a ..•r DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:246 Parcel:220 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:MORGAN,CHARLES E Total Assessed Value:$748000 Selected Parcel 71 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.03 acres Abutters ° boundaries and do not represent accurate relationships to physical features on the map Location:41 HARBOR VIEW STREET r/ such as building locations. Buffer f C��e�po�nunao�recuea�G�o�C�i�aac�crr�eG�- I _ . Office of Consumer Affairs&Business Regulation j License or registration valid for individul use only f OME IMPROVEMENT CONTRACTOR I before the expiration date. If found return to: egistration �g4322 Type: Office of Consumer Affairs and Business Regulation xpi ration: 9/23i2016i DBA 10 Park Plaza-Suite 5170 Boston,MA 02116 GROVER BUILDING, RE OO LRG kj. 1 .. a CAREY GROVER '1 N �`-�`ttt F ' h - 56 BOWDOIN RD \> f`1 Qcs � MASHPEE, MA 02649 Undersecretary valid without signature .� Massachusetts -Department of Public Safety ...Board of Buildin ':Re g gulations and Standards Construction Super.isi)r I & 2 Famill License: CSFA-077754 \\` 1 r.v CAREY C GROVFR PO BOX 1080 COTUIT AM 02635 I Expiration. - Commissioner 11/22/2015 �TFIE Tok, Town of Barnstable ti Regulatory Services RILMSTASLE. . 9 MA&9. g Richard V.Scali,Director 1639. Building Division _— -- -------- -------..w�.____._Torri Per"ry,-Buildiug-Coininissioner-------_ 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: .508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, reF 1�e , as Owner of the subject property hereby authorize C to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed andall final inspections are performed and accepted. L r Signature of Signature of Applicant Print Name Print Name Date Q:FORMS:OWN RPERMISSIONTPOOLS Town of Barnstable Regulatory Services ` �4aF cxE T�iyy Richard V_Scali,Director Building Division xsrAsr Tom Perry,Building Commissioner mass. 200 Main.Street, Hyannis,MA 02601 rEa rr+p'�a www.town-barnstable.ma.us Office: 508-862-4038 Fax: S08-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: 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 hermit (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 Depart meat minimum;inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner 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,RuIes &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 care t amend and adopt such a form/certification for use in your community. Q:\WPFL tS\FORMS\building permit forms\EXPR_SS,doc Revised 061313 Telephone: 508/563-6049 COLONY INSULATION, INC.'. 28 Jonathan Bourne Drive,_Pocasset, MA 02559 . CLOSED-CELL FOAM INSULATION SPEC SHEET 4 CONTRACTOR: JOB SITE ADDRESS: �-� If ;•- cq! V' '"� DATE R-VALUE AREA THICKNESS Ceiling Cathedral Ceiling : Garage Ceiling tol CAW /• �Ceiling Slope -------------- :r Exterior W all Garage Hse. W all W alkout W all. Cathedral W all t , Blockers Overhang Stair/Risers All R-values and thickness measurements are deemed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM .�:. 1002 W Main! ® Richmond,MO 6 P 816.776. L ® F h 6. w.arntarntha wwne Arnth ne . : Y3y i � Y "Pyr � r Therma/Guar Therma/Guard ThermaiGuai CC2 'OCI 00�"5 & OC.5R Nominal Density: 2.0 IbAW Nominal Density: 1.0 IbAW Nominal Density.•.51bAW CC2 R-valuer 7.Olin R-value:5.24fin OC.5 R-value.`3.8/in Compressive Strength: 45 PSI Compressive Strength: 7 PSI OC.5R R-value: 4.3fln • . Vapor Permeability: 0.8 Perms @ 2 Vapor Permeability:3.6 Perms @ 5 Compressive Strength: 0.6 PSG Vapor Permeability. 4.2 Perms @ Product Description Product Description Product Description ThermalGuard CC2-is a semi-rigid,fast set, ThermalGuard OC1 is a soft, fast-set, ThermalGuard. OC.5 & • OC.5R are closed-celled, spray polyurethane foam open-celled, 100% water-blown spray' ' low-density,open-celled;100%water-blown (SPF)insulation system designed for use as _ polyurethane foam (SPF) insulation system polyurethane foam (SPF) insulation sys a high performance thermal insulation. designed for use in residential & commercial designed for use in residential&commercial wall,attic,and roof-deck applications. attic, and, roof-deck applications. Both pro( can reduce energy consumption by up to 50°I ThermalGuard CC2 is a spray-applied insulate & air-seal the structure in a single system suitable for a variety of insulation ThermalGuard OC1 can reduce .energy y y o ThermalGuard OUR is a bio-renewable prc consumption in structures by up to 50% applications including in-plant, tank & that exhibits superior fire-resistance properties pipeline, residential & commercial compared to conventional insulation systems increased R-value. ThermalGuard OC.5 cai because it insulates.&air-seals in a single step. optimized for in gallation in cold tem erat construction, foundation and below.grade P down to 15°F. applications where compressive strength or ThermalGuard OCT is applied as a liquid and impact resistance are desired, expands over 40x in approximately 8 seconds to ThermalGuard OC.5 & 005R are applied fill and seal building.cavities of any shape and liquid and expand.over 100x in approximate ThermalGuard CC2 is applied as a liquid size. It exhibits superior thermal insulation, seconds to fill and seal building cavities of and expand 25x in a approximately 12 air-barrier, and sound attenuation properties shape or size. They deliver superior thei seconds to form a smooth, durable surface over conventional insulation materials and has insulation, air-barrier, and sound attenua perfect for the application of primers or been proven to improve indoor air quality & properties compared to conventional insule comfort. materials and contribute to a healthy indoor, finish coatings.: )utdoor environment. 1 . Arnthane • The rmalGuard CC2 TECHNICAL DATA SHEET appropriate PPE as required by OSHA, intended for use by nonprofessional. ThermalGuard CC2 demonstrates NIOSH,and state/local safety applicators,or those who do not excellent adhesion to various substrates regulatory agencies. purchase or utilize this product in the when installed according to normal course of their.business. The. manufacturer specifications. It is the applicator's responsibility to potential user must perfgrm any„ comply with all job site�safety pertinent tests in order to determine the ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in require agitation. Do not pre-heat or. NIOSH,and state/local safety the intended application,since final recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product result in the"boiling off"of the 245fa. for any particular use is the blowing agent which will result in poor LIMIATATIONS responsibility of the buyer. yield and poor foam performance. ThermalGuard CC2 should not be left All guarantees and,warranties as to the ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Amthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and pass with a minimum of 30 minutes high heat or open flame.. warranties expressed by the between passes. It is the applicator's manufacturer. The buyer's sole remedy responsibility to test lift thickness for a ThermalGuard CC2 must be covered as to the material claims will be against particular application prior to with an approved 15-minute thermal the manufacturer of the product. The commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is.. the product can be installed safely at the residential or commercial buildings. to be used as a guide and is subject to desired thickness. Installation must comply with all change without notice. The information , applicable building codes. herein is believed to be reliable,but SAFETY&ENVIRONMENT. unknown risks may be present.. Do not install ThermalGuard CC2 at a ThermalGuard CC2 is installed by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR independent SPF contractors: It is. and do not apply subsequent passes IMPLIED,INCLUDING PATENT recommended that building owners within 30 minutes of the previous pass. WARRANTIES OR WARRANTIES verify that the SPF insulation contractor In rare cases doing so may cause. OF MERCHANTABILITY OR maintains proper credentials,insurance, charring and combustion. FITNESS FOR USE,ARE MADE BY and licenses and is properly trained to ARNTHANE INC.WITH RESPECT safely install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR INFORMATION test lift thickness for a particular SET FORTH HEREIN. ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or installation to ensure that the product Nothing contained herein shall exceeds minimum building code can be installed safely at the desired constitute a permit or recommendation. requirements for fire safety. thickness. to practice any invention covered by a patent without a license form the owner ThermalGuard CC2 has low odor during Please contact your technical sales, of the patent. Accordingly,buyer application and produces no toxic representative for recommended assumes all risks whatsoever'as to the vapors after application. equipment configurations and for use of these materials,`and buyer's recommendations for your particular exclusive remedy as to any breach of Always read and follow all Material application. warranty,negligence,or other claim Safety Data Sheets provided with all shall be limited to the purchase price of shipments.Additional copies are DISPOSAL&CLEAN UP the materials. Failure to adhere to any available upon request from Arnthane recommended procedures shall relieve Inc.or your technical sales Cured/reacted product may be disposed Arnthane Inc.,and the manufacturer of representative. of without restriction.Excess liquid W all liability with respect to the materials and B'material should be mixed and their use thereof. Basic PPE safety equipment is required together and allowed to cure,then for personal protection including;but disposed of in the normal manner., not limited to:long-sleeve chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or may be disposed of according to local, latex gloves,splash shield or safety state and federal laws. . glasses with splash guards,rubber or . leather boots w/covers,full-face air- WARRANTY&DISCLAIMER purifying respiratory(APR)with appropriate cartridges or full-face The data presented herein is subject to ® Al' thane supplied-air-respirator(SAR),and other change without notice and is not Amthane my 1002 W Main Street Richmond,MO 64085 P 816.776.3015 F 816.776.3215 . www.arnthane.com -Arnthane ThermalGuard CC2 TECHNICAL DATA SHEET PRODUCT NAME PHYSICAL CHARACTERISTICS Property Value Test Method ������� Density(nominal): 2.0 lb/ft3 a-'IASTM D-1622 :'R-value: 7/inch . ASTM C-518 ThibrmailGUard CC2 . Compressive Strength: 35 PSI ASTM D1621-94 Tensile Strength: _ 70 PSI ASTM D1623-78 .. PRODUCT DESCRIPTION Dimensional Stability: <4%A ASTM D 21,26 Closed Cell Content: 96% ASTM D 2856 I ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 in residential&commercial structures, Service Temperature: 250,'F(120-C)* exterior foundation or perimeter - - insulation,below grade applications, *Service temperatures will vary depending on application. Contact yourArnlhane Technical Representative for i recommendations and limitations.Always test ThermalGuard CC2 for suitabilityforyourparticular application in exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a LIQUID PROPERTIES liquid and expands 25x in seconds to fill property Value Test Method I and seal building cavities of any shape Viscosity(A) 200-250.CPS ASTM D-2196 III and size. It exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM D-2196 insulation,air-barrier,and sound Weight Per Gallon(A) 10.251bs/gal ASTM.D-1475 j attenuation properties compared to Weight Per Gallon 03) 9.41bs/gal ASTM D-1475 conventional.insulation materials. REACTIVITY,PROFILE Once fully cured ThermalGuard CC2 Property Value remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F) structural strength and thermal Rise Time: 12-16 seconds @ 25*C(77 IF): insulation properties in adverse i conditions across a wide variety of COMBUSTION PROPERTIES i applications. Property Value Te Method Flame Spread Index: _<25 ASTM E-84 1 MANUFA:C`TURER Smoke Development: 5450 ASTM E-84 I ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by Drum Weight(A) 551 lbs Drum Weight(B) 500 lbs i Arnthane Inc. Total Set Weight 1051 lbs i 1002 West Main Street Storage Temperature Range(STR) 60—80-F Richmond,MO 64085 Shelf Life at STR 6 months P.816.776.3015 F.816.776.3215 *Do not allow matet-iatto freeze.Do not pre-heat or recirculate(B)material as it will cause frothing and loss of www.arnthane.com blowing agent. Storage at temperatures above or below STR may shorten shelflife and cause degradation or loss of blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump cavitation and poor mixture.of(A)and(B)components. For best processingperformance during application(A) CORROSION and(B)drum temperatures should be between 60.F—80 F i I ThermalGuard CC2 is chemically& PROCESSING PARAMETERS physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115-145,°F* wiring,wood,metal,concrete,plastic Substrate Temperature Range: '35-105 of (PVC),copper,vinyl,and glass. Ambient Temperature: 35 105°F Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set* Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray. applied Using approved equipment.Use *Processing parameters&yields can vary widely depending on substrate temperature,type&condition,ambient 1:l ratio proportioning system that can temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the quality and characteristics gjthefoam and adjust equipment temperature.&preas u;e settings as needed 10 achieve the specified temperature and -accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell stucture,and - pressure.requirements. performance ofthefoam. ' "ALWAYS test 7hertnalGuard CC2 at desired thickness in a safe manner prior�o insulating structure to ensure that it can be safely installed at the desired lift thickness without risk of chamng or combustion. It is the exclusive responsibility of the applicator to achieve proper fill thickness for safe application. Safe Ili thickness may vary from application to application. M C MR AppeMft 1 TableJS2db(eondnaed) Preeriptive Packages for One and Two•Fau*Raddaedai WOW Heated wd6 F"W F°eb MAXIMUM i MIIVI8H m Glazing Glazing Ceiling Walt Flow fluemein Slab 1ltxnag/CooLmB Am'(Yes) U-value= R-value R-value' Rrvalna� wall Equipment E15ci«cy' Package ' Rrvaittet &vaitas' ` ' 3701 to 6500 Heatioa Degree DXW Q lr/e 0.40 38 13 19 to 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10' 6 85AFUE T 15% 036 38 13 25 WA Wf Normal U - 15% 0.46 1 38 19 19 10 6 Normal v 15Y. 0.44 1 38 13 25 WA WA 83 AFUE w 15% 0.52 30 19 19 10 6 85AFUE X 18% 032 38 13 2S WA WA Normal Y 18% 0.42 38 19 2S WA WA Normal Z 19% 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 l9 19 10 6 90 AFVE 130, -1. ADDRESS.OF PROPERTY: 7` � ✓��/ �5T 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: WWI <®� 15 �S 3. SQUARE FOOTAGE OF ALL GLAZING: ®� v� � 4. %GLAZING AREA(#3 DIVIDED BY#2): �Y /vG(/� . SELECT PACKAGE(Q—AA-see chart above): ��G ANOTE: OTHER MORE INVOLVED METHODS OF DEIERMMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: , NO: q-forms-i980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fF of decorative glass may be excluded from a building design with 300 f of glazing area. 'After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used .;" - ,,' -- - ., . ' The ceiling R-values do not assume a raised or oversized.truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. - 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding,structural sheathing,and interior drywall.For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-flame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. TF.e entire opaque portion of any individual basement wall with an average depth less than 50%below grade must mz:t the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned br..,ements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4,or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day,requirements of the closest city or town see Table J52.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value 'in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than 0.35). c) If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). _ 43 f _ — The Commonwealth of Massachusetts _. - .z Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: location- y 49r0 �city phone# ❑ I am a homeowner performing all work myself. ❑ I am a s le p ro=etor and have no one wod= is aav acity workers' ensatioa for my employees an this job...... : :::::::::.::::::..::: 1 rave comp :..:...:.:.::::::..::.;i:;.::t:::.;}:.};:;:;.?:.?:-::.;?;:.::.:::.....?:<:.::::: ::.?:_?:.;;:.:<.?:>::><::; am an emp oY�P........ ................:.::::.:. . :::,: .}n.. ,::.:: .:::. ::.: ;:. >.:. ::..::::::::::.::::::::::;:::;....:.:::::::::.??:.:::::::::;+,:.:::::::.:.?}:::::::::.:;.?r:.:::::::.;, :::.::::: :::: : ::.:..::........:: ..,.::..:: ..:::::::.:.:..:::::::........::.::::. cam aav � '� ...................:............. ... ::.ii:.iii?i?::::::. .:}'........::::::::::::.v;::?: .n.....•;•:.:.:..i•;}i s?:;•Y.:;t:.i:::{:;}}•}Y:::i}?iris:4??:.}i:.:�:•}:-:::::::::.??::•i:}•}:{::;:.isi:;;:}:.:::i?:;:::i:::;:;i:;:;:�:;:::::�:� ::>�?:. { ......:..,... 'addre ss ,'� �. t atw inauran'ce ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have cvu......t.h. e.::f:u:.l.l gwo ...'............ .ensation olices: gig" . m amm ::::...r:.:.:::::....:.:...........,.:.::.::::::::.:. ::......:.,:,::::.......::::::.::.::............,:.:i:::•:Y:.�ii:i:}:}:i:i:i:?:::S:::i:4:i:}:i:::4.L.i.:.•:::.i:::::i:".:':L ..... .t•::........ ....+...... :•..:.:}....::Y}}}:.???:•}•Y::+.:;�iis22::i:}:-:{:iiii::i::ii:{:.`;•?i:.??:.. .... ....................... ...... ........ ......... ...................... .,...h•:�::::a�...txw..�..... w.Y. it....3......... :�::::::::.}::�?::::::.............. ..... ........ ....... ............. ......... ...v:; ,•r:::::r.?x•v::v.'v.'v y.,-.,:.;vM,\.;h.,:.:h,.�':i;•:"v??::��:: ... ... ......................v:..................................::�.�::::.�.�:::.�:::•::}};............... ..:::::v.� ,}:::%aYn..YSIOCt}^,`r,•:4},Y.�}fy:.}}}+:v:::::. h'..++v�..... tv..v:::.:\}:...?:::..::......:. -��'!)`'?:!'::4i:2��:;�ii2:;:;:?ti�i:+:;isj;:>.:2}f2}2ii:;n�ii;>.:ti;:�ii'{^:2yiiTiiii::};;{{:Y:':}::; 2::i$iiiiii;:ji:2::.:;:::;:j�:;ii2+}:iiY2i2{:;iv;;} ::{.i::•iY.•i.:L?:;ti...::v...... ?'•try::;.?:v::w.:.................... sdtiress.::........... _.. . .... ..:.:.:.._...............:.::..::.......:::;;:•.?>Ya•???•....,;•:....:ryt•..:+.:. Y�•i.a•�?'rY;ajj{(+•Yxxoxr,:yx3:•i?t;•:2sj;::22::;-�' x'-}`*•}K.r...:}?.? ... ...::...........................:::::::::::::.:.................:.................... ..... x.t••it htrN..2•SStt.`.2Q•r.• ...:,�.h fa�•:.'?:2•;G?=.°.'�Y�'::.;:.,�:.},::R>:.+.i•.�:'r�wY:�„:: .. ......... ............ ........... ........................... .. ........:....n,.... .:r.:.t:.............:.... }:it;;.• .:n.xt.�n.::::::r.};.}}'e}Y..o:w}.�•:::�:.. .....,..... .n. ...... ..ht ....... ...... ........... ................ ..2•} .{.....r.... .:t.....v .:...:•4v:.;Y}:v.?'-0?}:w:n;v:n:vn vt}:4�::;2}?Y:::.:.?':..;;:::.�:::::::v:... ......... ......... ........... ......nt n.n.. ......}.. ....v:vv:•vY:3:6::i.>":..... ..r.t:t;n;.,n.•.{;r i:: ...h....... ... ......n....... v::v:::v:............... ...v...:.....:v:.}?J::.. ...:.. ......... ..... ....... ............... ..................... ..::••:M..... .t•:{:::•....... .:i j. .:..�•. ,c i•:.{nc:•:ft.CC;:....x:•:.::i:;:ti;tk•2:::.,\:•.,•:: :Y•.:'•::::::•yn,;;.;�:..;;;y;:�::�> .. ............:..::n... v w,•Y.:•.;.,::::w.::::::•::w:n}Y?:J::•:{•:y}?:ry:•:;::}:..v,.}yv..'::n}v.}:::::........::::::. ..........:.......::::::::::...................::::nv::::r:::::.v:.v::r vr •.vrni:^ :•...... ..��}}r, ..... ...:.:............................ ..........................n...........................• .:.-........+G....n ^.•nnCh'$rr}. .::.,{:}}iT?vhw::Y:;;�4:x�• vv,•Lh\y.:>::::},...n..:v�y::{.v.; ..............................�:...............::::.:.................:•::v::................................., .. ....:.v•.v•:vv:•:;...':h'C•Y::itOxY. .•..v.. ...........:�.�............::..............::::...............v..Y::.:::•.n..........................v.........:n.v:-: hiYnv,..r..nn.•3vxn}?........... �v... ........... ................................................:........n................................... n.v.3Y ::........ ..:.vn�.vrvA{{. •:3 v}:.r{tv.K::::tli•}}:i{{vv:.•{t: iv{2�'n+i.?:{':+ i}Yi:-'l.•;3A�'•-ti1SJ:•i:;,i:;f' .....................:..........r...... ............ ..:.v....................... ......!T.M.. ........nv:vrn....:i:::::.:..w::••;; .. .nx:..v my,•:{2•:{{-}:f•:C{•Y'f.•?}r: :•:v :r:v::....•;:...:::::....:•:^:,:::•.......<;...;..::•:..... ...... .:::•::;::v:.w:::• „ :hv::.��v `t is{n:::}}*::::.....v....i.:::n.. ves:,:f.•:::::r:Y...n....:...... ;.ta';• O�t4'Ik:+..,:.::•::..�n�::.:v::::::::::.:::::::::::.::.... •v:::•:::::::.:�:•:.;:::::.::v:::::•tvv::::......?.:::::.w.vw:::::•.�................::wn•w:�i:-?•i::;nv:•:.v::.,.� ..... ///� .:. x::•. ::.;:...::••::..... . .. .:.............. ........... ..............................n•:::::nv:::::•::.;....::::::Y...r.. ...r.............v...v.:4. .n..n.n Y\...............v.::v... n•.�4?:v:;:::iiYi}i�i'ri is .................. .........................................n.......,.................• ..h........ Y;LyY•:: :<jti�:2�ii�i'ii:}i'r ii:;':2':2�iiri$:•::^{p} 222{Y:>.•:::'2i1?iii:S22i•iiii}ii:;:}'.{:iiiT:•iii:?`:;:'':!':�: ...............:,.:::•:::::::v:;•?iii:•:i??;•}???i:ti•i:....... ........... . . v:ii::i is ii(::?:i:is:i:•:}:tii ii}:::..:::v:nvnv.v:::r::n:v:n}:•}:•:w:}:::w::r::: ........................................... ... ... .....................� _:::.::.:..................................r................. ...v:{•}??:{ry':::::::.:J}:3:{4Jhv:h:::•rvvn^:•,{•:::espy. ...... .:•.:... ...::::......:.., ...................... w:::.::::.::::.....:v:.•: :::... ... ••..:::t•:::..... .......... ..... a ..... ......::..Ji:':.. ...: jL:iY:{•?{Si:{4:Ji.:;if...;.;'4iii`';:;::;iY:2.;;.;i::i::v}$:;J::`?::i;+Y:.j.....':.:>..."_;'•i;ii:�+'�::: .:::.::.. .. .::::::... .::rip.�.:.:.;•::., ......... .....:;•?: hens �::.. d .... dog penslfles of a or Fail to secure coverage as required wader section 15A of MGI.152 an lead to the impodtion oterba llae up to 51,500.00 and/ ure and a lb�e of 5100.00 a day against a one years,imprisomnent as wen as civil penalties in the form of a STOP WORK ORDER me. I copy of this statement may be forwarded to the Once of Investigations of the DU for coverage veeiawtion. 1 do hereby certify tl z pains penalties of perjury that dw*#ormaaon provided above is truce and coned Si lure Date Phone# Print name otndal use only do not writs in this area to be completed by city or town olHdal �$�(diag pepartmmt city or town: peladtglwne# QLicenung Board ❑Sdechnen's Office cbeckif Immediate response is required ❑Health Department phone#; contact person: Oeviud 9/95 PUu " Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to Provide workers' compensation 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 implied, oral or written. An employer is defined as an individual partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work an such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for canfi m trim of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town thatapplication r the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the'law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns 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 applican L Please be sure to fill in the peimitdicense number which will be used as a reference number. The affidavits may be returned t^ the Department by main or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents office of I111183duadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 7274900 exL 406, 409 or 375 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map / Parcel Permit# C �2 r Health Division (f y T/� / Date Issued ! `� ' — /� �/ Conservation Division � ?_�,� � � Fee Tax Collector — q O !V1(__ r `' e s� 00 STEM MUST BE Treasurer NL `"' °- LLED IN COMPLIANCE j ITFI TITLES Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address le Village r_J �J t.S Owner Address Address o� Telephone Permit Request Si J' .� PL-�.C" Square feet: 1st floor: existing _701� proposed 69 2nd floor: existing �3— proposed ® Total newer Valuation 6?50.60 Zoning District I,0— Flood Plain Groundwater Overlay Construction Type Lot Size 'Ta Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family i' Two Family ❑ Multi-Family(#units) Age of Existing Structure_ Historic House: ❑Yes ®'No On Old King's Highway: ❑Yes O o Basement Type: C"Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing I new Half: existing new Number of Bedrooms: existing o2 new Total Room Count(not including baths): existing 41 new o?, First Floor Room Count Heat Type and Fuel: ❑Gas l/0il ElElectric ❑Other Central Air: ❑Yes IVo Fireplaces: Existing 1 New ® Existing wood/coal stove: ❑Yes ®'9_0�_ Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ -75 Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name _ Telephone Number ®5� .5 a Address D © License# Oy7iy Vm ®,-Z Home Improvement Contractor# /&/�� Worker's Compensation# Awe Oeeiq al � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -17 SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. 'K DATE ISSUED t } MAP/PARCEL NO. t ', f r ADDRESS VILLAGE r' / OWNER l - II.r DATE OF INSPECTION': i _�2 , FOUNDATION FRAME a t r •. INSULATION /of/ © (�' cJ d>✓ i , FIREPLACE- ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN-NO. r . RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE //� x.0031= �� �� 13 �s--�square feet x$96/sq.foot= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ftj >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= • (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost Of THE 1p� 1 The Town of Barnstable • enxrvsTner.e. - 9MAS& g Regulatory Services 1639. a,0 Thomas F. Geiler, Director, lF0 MA'S Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing 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. / f 00 Type of Work: ®/4f�Z i°,L�l.�l� /� Vf) Estimated Cost " Address of Work: !� 7Yl�G� l J ' � :�4� Owner's Name: Date of Application: ` I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: R DEALING GISTERED OWNERS PULLING THEIR OWN PERMIT TWORK DO NOT HAVE CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the a nt of the owner: Date Contractor Name. Registration No. OR Date Owner's Name q:forms:A ffidav:rev-070601 C !` 0 BOARD.IOF BtJILDI G Ueense. Cs W TRUCTIONrSui 7f ISOR ? Number ..C:S 077754 B�rthdate tt/27J1967 I rres�fii122/2003 Tr.no: 77754 I. � XP , Resfricted To,fG CAREY C GROzt/-R `, 3 CTtaJIT, MA 02635 ; Admmist�atcr $©a�rd:of B&-tdr .. ans 'sRrl '"� OhVENG�n11 C71 Mt 09-M-4 l GARS r GR9VE€� i HFt EIVA 0 264 ............. i 1 9 qj W��Jo, f fz � ls C -' uF '9r "s s*" ^ ' �,� w w."w .+a".. +ttS' ,..�v,' ^. ^a y, s `. ,fir •s�. ..y y r �, �' • gym'^ � r ��5�;'w �'�`as�'` �` + .'�e �� �'' r �y a # j �g �`„yw� �•�� -",w,.,,,�,,, .�",' � � { l '" �:.t.y. ! aeq�n.. ns•.%rs ��r_,. ,_ ^� .,�..+u•...,.m ..yy,s� '« t 'K. %n 1 t,r^-- a., ,a4 ^r �w,k b ..-,} #fir w�.x ,.,,•, al "e ., ', eta^ em A✓'��' �^a� ,. °k, .`, «rfrM++..:r t ++ar a y, F, r k ... I��`�3wcg�C „`, ,�'� <'a. •, �... } s 'Rq ;���`� ,,, �m��, r: ;y.„ �M"' ,� � a4 �� �,�':i t`+� r:,i�`' 9 fF wn �9 ,+-u.,a � �' � •�� v<u e[t,�., 'a� *' ate.. ,E .��„,,��'•sv k, ,. - '�.�' t rrr::.s .'T wF i" t u,r r ,'�'•',k�.A°I ,t cre<;>�y wg.,,..r. .. M C',s x.�a.: �x �..., RN lk � s9" a � s Cotuit Solar LLC Project: System: Site Plan � ��. 508-428-8442 Charles Morgan 3.9 kW DC (STC) Revision: December 4, 2015 ���' PO Box 89 41 Harborview St. 15 Canadian Solar 260w Modules Scale: None COTUIT SOLAR. Cotuit MA 02635 . Centerville, MA 0263215 Enphase M215 Microinverters prawn By: Joe Hackler y •- JAMES A. CLANCY PROFESSIONAL ESSIONAL ENGINEER . 601 ASBURY AVENUE NATIONAL PARK, NJ 08063 (856) 358-1125 FAX: (856) 358-1511 Construction Code Office Date: December 4, 2015 Re: Cotuit Solar LLC,3800 Falmouth Rd.,,Marston Mills,MA 02648 Subj: Charles Morgan residence, 41 Harborview St.,Centerville,MA 02632 J We have provided an inspection and review of the residence roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the residence to be of wood frame construction bearing walls with a rafter framed roof system. The roof is of 2x8 @ 16" o.c. rafter framed construction and is sheathed.with 1/2" ext-ply sheathing and a single layer of composite shingles. The existing roof structure bears directly upon the exterior stud framed wall system. The existing rafters as installed meet the required load/span ratings with sufficient capacity to carry the minor additional load of 4#/sf imposed by the proposed solar array per the details below. Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters. Silicone caulk shall be applied between the angle foot of the mounting system and the existing roof shingles at each foot location. Typical mounting detail sketch attached. When installed per the,above specifications the system shall exceed 110 MPH wind & 30 PSF snow loads as required by Massachusetts 780 CMR table 1604.11. Should you have any further question or comment please feel free to contact our office. Respectfully, tN OF MES A. G NCv .46775 ca .off J mes A. Clancy �s Professional Engineer roP1AL MA License#46775 • L �3 8e�•AR MODua��� PRa D"�dtRp _ poem IL Yi Al s A z u •1N- N,t""K3' c x T '/2Af90 Pv rime's/ t b tH IOlt F GJ S A. CY ' F � A James A. Clancy;PE m 601 Asbury Avenue �� « National Park, NJ 08063 �; x Massachusetts PE tic#46775 +,. 15 solar_modul68;—iI beimounted�to r..00fsidridila bolted Inta rafte�s�eve , 4ft.... ;�Wt- . .. �c c :. r' �. � ';,fir. ,,., ,�','i ..'.-RY ... ..,ems ,.'. r' 4 udv uA ko!•.aa +ik _ 'Yp, '5 '.y ax), t i.k, A � R. No fi Cotuit Solar LLC Project: System: 3.9 kW DC (STC) 'Attachment Plan 508-428-8442 Charles Morgan 15 Canadian Solar 260w modules Revision: December 4,2015 _.zF� W PO Box 89 41- Harborview St. 15 Enphase M-215 Microinverters (OTUIT SOLAR,, Cotuit MA 02635 Centerville, MA 02632 o� CanadianSolar MAKE THE DIFFERENCE ULLI r. vi......J®�.... ' VVVV rv►.wV `/�.�VVV • O O C W1�1 ❑�', t A QUARTECH MODULE THE NEXT GENERATION MODULE Canadian Solar's new Quartech modules have raised the module efficiency to a new standard.in the solar industry.It introduced innovative four busbar cell technology which demonstrated higher power output and higher system reliability. Our worldwide customers have embraced this,next generation modules for their excellent performance,superior reliability and enhanced 'Black frame product can be provided upon request. - Value. PRODUCT KEY BENEFITS QUARTECH MODULE I NEW TECHNOLOGY Higher Energy Yield .:Reduces cell series resistance •Outstanding performance at low irradiance • Reduces stress between cell interconnectors • Maximum energy yield at low NOCT •Improves module conversion efficiency • Improved energy production through reduced • Improves product reliability cell series resistance PRODUCT&MANAGEMENT SYSTEM CERTIFICATES* Increased System Reliability. IEC 61215/IEC 61730:VDE/MCS/CE/JET/SII/CEC AU/INMETRO/CQC • Long term system reliability with IP67junction box UL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida), • Enhanced system reliability in extreme-temperatureUL 1703:CSA i IEC 61701 ED2:VDE I IEC 62716:TUV I IEC60068-2-68:SGS environment with special cell level stress release PV CYCLE (EU)i UN19177 Reaction to Fire:Class 1 technology IS09001:2008 1 Quality management system ISOTS16949:2009 I The automotive industry quality management system Extra Value to Customers IS014001:2004 - I Standards for environmental management system OHSAS18001:2007 I International standards for occupational health and safety • Positive power tolerance up to 5W *Please contact your sales representative for the entire list of certificates applicable to your products •Stronger 40mm robust frame to hold high snow _ _ load(5400 Pa)and wind load(2400 Pa) de CO..( E \�yf BBAY� s •Anti-glare project evaluation •Salt mist,ammonia and blowing sand resistance applyto seaside,farm and desert environment CANADIAN SOLAR INC. • 25 year linear performance warranty 0.25 year performance warranty insurance Founded in 2001 in Canada, Canadian Solar Inc., (NASDAQ: CSIQ) is the world's TOP 3`solar power company. As a leading manufacturer of solar modules and PV project developer with about 7 GW of premium quality Power I modules deployed around the world in the past 13 years,Canadian Solar is output one of the most bankable solar companies in Europe,USA,Japan and China. 97% Added value from warranty Canadian Solar operates in six continents with customers in over 90 countries and regions.Canadian Solar is committed to providing high quality so% solar products,solar system solutions and services to customers around the world. 0 years 5 10 15 20 25 1 J QUARTECH CanadianSolar MAKE THE DIFFERENCE ELECTRICAL DATA STC, MODULE ENGINEERING DRAWING(unit:mm) Electrical Data CS6P-250P CS6P-255P CS6P-260P ��-..Nominal Maximum Power. Pmax I Rear 1 Frame Cross Section _--._._.. 1 i_. :250 W ,t,�255vW�.4..0,:,�t,;2fi0W 1 Optimum Operating Voltage(Vmp)) 30.1 V 30.2 V 30.4V I ''[Optimu�OperatingCurrent(Imp): 830A 8.43A` 8;56 e Open Circuit Voltage(Voc) 37.2 V 37.4 V 37.5V Short Circuit Current Isc'- O ._ ____ (__� �,8 87 A - 9 00 A=�9.,12A i Section A-A Module Efficiency 15.54% 15 85% 16.16% ' OperatingTem erature 35.0 Maximum System Voltages 1000V(IEC)/10000V(UL)/600V(UL) Maximum Series-Fuse Ratin � l 6 ..-s. 15'? Application Classification Class A o PowerTolerance 0 +SW I Under Standard Test Conditions(STC)of irradiance of l000W/m',spectrum AM 1.5 and cell temperature of 25C. I il0 I ELECTRICAL DATA NOCT Electrical Data CS6P-250P CS6P-255P CS6P-260P l Nominal Maximum Power Pmax " 181 W .185 W 189 V Optimum Operating Voltage(Vmp) 27.5 V 27.5 V 27.7V Optimum Operating Current(Imp) '_6 60 A- 6 7_i A . Ur6.80A, a Open Circuit Voltage(Voc) 34.2 V 34.4 V 34.SV tshort Circuit Current(Isc), 719 A 7 z9_A r�;39Ar. = CS6P-255P I-V CURVES Under Nominal Operating Cell Temperature(NOCT),irradiance of800W/m',spectrum AM 1.5, ambient temperature 20°C,wind speed 1 m/s. 10 10 MODULE I MECHANICAL DATA g g eJ-40OW/M2 a Specification Data 77 _ CeILType —_ Poly�crystalline:6mch Qsas Cell Arrangement 60(6 x 10) Dimensions n. 1638'x 982'x 40mm .7 VT E 5F 5 -�-----• Weight 18.5kg(40.8 lbs) .4 d Front Cover 3 2mmtempered glass ': _ 33 Frame Material Anodized aluminium alloy —5C lunctionBOX; ,' a IP67;3;diodes z _.,_ ,-.. z __25e .. .. Cable 4mm'(IEC)/4mm'&12AWG 1000V(UL1000V)/ 1 1 —45C 12AWG(UL600V),1000mm(650mm is optional) —ss�- 0 f1eCIOfS '... MC4 or MC4 c_ofilpara bla"".' - 0 5 10 15 zo zs 30 35 ao 0 o s 10 15 zo zs 30 35 ao as Standard Packaging 24pcs,504kg(quantity and weight per pallet) Voltage(V) Voltage(V) (Nlodu.le PiecesPer'Conta(ner 672'pcs(40:HQ): — TEMPERATURE CHARACTERISTICS Specification Data Partner Sectiom Temperature Coefficient(Pmax) Temperature Coefficient(Voc) -0.34%/°C )Temperature Coeff__icien_t_(ISC) Nominal Operating Cell Temperature 45±2°C PERFORMANCE AT LOW IRRADIANCE Industry leading performance at low irradiation,+96.5%module efficiency from an irradiance of 1000W/m'to 200W/m'(AM 1.5,25'C) L / As there are different certification requirements in different markets,please contact your sales representative(or the specific certificates applicable to your products.The specification and key features described in this Dotasheet may deviate slightly and are not guaranteed.Due to on-going innovation,research and product enhancement,Canadian Solar Inc.reserves the right to make any adjustment to the information described herein at any time without notice. Please always obtain the most recent version of the datasheet which shall be duly Incorporated into the binding contract made by the parties governing all transactions related to the purchase and sale of the products described herein. professional P� Us ProSolaro RoofTrac® SOLAR products I nterte Bonding and Grounding Guide UL2703 (Patent Pending) i Applies to GroundTrac®and SolarWedge® mounting systems which utilize the RoofTrac® rail/clamp design. �> For RoofTrac®Rail Bonding Splice No buss bar • Drill 1/2"holes at bottom of rails with 1/2"1110 Irwin Unibit®using the rail support as a.hole location guide. • Insert 5/16"bolt through support holes and hand a thread into thread rail splice insert. Fasten to 15 ft-Ibs. Ia For Bonding Module Frame and Clamps to Support Rail Green lock washer indicates • Fasten pre-assembled mid-clamp assembly to module electrical bond frame,to 15 ft-Ibs. Module Frame Design: I double wall,aluminum, 1.2"-2.0"tall,0.059"-0.250" thickness, UL1703 or equivalent tested module. UL467 standard tested bonding equipment for use with Professional Solar Products(ProSolarO)support rail.. Bonding of module to RoofTra&rail via ProSolaO rail channel nut using buss bar. Bonding of RoofTra&rail to RoofTrac®rail via ProSolar® UL467 tested universal splice kit(splice insert and Assembled Self bonding splice support). Self-bondinglUd Mid Clamp With SS Bus Bar Clamp Fastened on Rail Grounding of RoofTra&rail via Ilsco SGB-4 rail lug. (solar module not shown) System to be grounded per National Electrical Code(NEC). See NEC and/or Authority.Having Jurisdiction(AHJ)for grounding requifements prior to installation.See final run(racking to ground electrode)grounding equipment installation instructions for specific installation information. COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015:All information contained in this manual is property of Professional Solar Products(PSP). TileTra&is a registered trademark for PSP and is covered under U.S.patent#5,746,029.RoofTra&and FastJace are registered trademarks for PSP and are covered under U.S.patent#6,360,491.RoofTra&bonding designs patent pending. ProSolar®UL2703 Bonding and Class A Fire Rating Page 1 of 4 I professional SOLAR ProSolar® RoofTrace productsi Bonding and Grounding Guide (Patent Pending) Can be placed \ under module to hide connection 0'-� 'W if desired For Grounding Connection •_ILSCO SGB-4 rail ground connection Basic Wiring Diagram Roofrrac®Universal Rail Bonding Splice / Grounding ir Lug Grounding Lug COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015:All information contained in this manual is property of Professional Solar Products(PSP). TileTra&is a registered trademark for PSP and is covered under U.S.patent#5,746,029.RoofTra&and FastJack®are registered trademarks for PSP and are covered under U.S.patent#6,360,491.Roof rra&bonding designs patent pending. ProSolar®UL2703 Bonding and Class A Fire Rating Page 2 of 4 Listing Constructional Data Report (CDR) 1.0,Reference and Address x ., 011% .Report Number 100779407LAX-003 Ori inal Issued: 14-Se -2012 Revised: 28-A r-2015 Standard(s), UL Subject 2703-Outline of.Investigation Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels. Issue#2: 2012/11/13 Applicant Professional Solar Products, Inc. Manufact, Professional Solar Products, Inc. 1551 S. Rose Avenue 1551 S. Rose Avenue Address Address : ,: Oxnard, CA 93033 Oxnard, CA 93033 Count` USA ry- Count . .USA Contact < :`' Stan Ullman Con#acts "` Stan Ullman Phone (805)486-4700 *Phone" (805)486-4700 FAX (805)486-4799 , F,AX-Ar�--.`A, (805)486-4799 Email `y s@prosolar.com Email.`M1M s@prosolar.com Page 1 of g 63 This.report is for the exclusive use.of.Intertek s'Cl ent and`is-provided pursuant to the agreement between Intertek and its Client.lntertek's responsibility and liability are limited to the terms and_conditions of''the agreement. Intertek"assumes no:iiabi*to any party„other.than to the client in accordance<with<the agreement;for any loss;expense or damage.occasioned by the use of this report.Only the.Client is authorized to permit copying or distribution of this report and th en only in its eri rety Any'use-of the Intertek name or one`of its marks for the:sale-.or.-advertisement of the tested material;product or service must first be approved in writing by Intertek:The observafions"and test results in this report are'::relevant•only to the.'sample fested..Thisaeport by itself does not'imply'tliat the material;product;or'service:is or.has eVerbeenturideranlntertek'cerfificaGon program. ProSolar®UL2703 Bonding and Class A Fire Rating Page 3 of 4 Report No. 100779407LAX-003 Page 2 of 63 Issued: 14-Sep-2012 Professional Solar Products, Inc. .. Revised: 28-Apr-2015 2.0 Product Description xF :. ,♦° ` n Product Photovoltaic Racking System Brarid°name ProSolar The product covered by this listing report is a rack mounting system. It is designed to be installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments, depending on the type of roof it is intended to be installed upon. The Rooftrac mounting system is comprised of support rails and top-down clamping hardware. This device can be used on most standard construction residential roof-tops. This system is in compliance with the mounting; bonding and grounding portions of UL Subject 2703. This system has the following fire class resistance ratings: Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic Modules. Class A for Steep Slope Applications when using Type 2, Listed Photovoltaic Modules R with or without the wind skirt. Class'A for Low Slope Applications when using Type 1, Listed Photovoltaic Modules when a minimum of 12"gap between the roof surface and the bottom of the module is maintained. Class A for Low Slope Applications when using Type 2, Listed Photovoltaic Modules when a minimum of 14"gap between the roof surface and the bottom of the module is maintained. :ram RoofTrac has different types of bonding and grounding, below is a list of them: Bonding of module-to-Roof Trac rail via Weeb PMC Description Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar Bonding of module-to-Roof Trac rail via Ilsco SGB-4 lugs Bonding of Roof Trac rail-to-Roof Trac rail via Weeb Bonding Jumper-6.7 Bonding of Roof Trac rail-to-Roof Trac rail via Ilsco SGB-4 Lugs Bonding of RoofTrac rail-to-RoofTrac rail via ProSolar UL 467 tested universal splice kit(Splice Insert and Splice Support) Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch to 2 inches The grounding of the entire system is intended to be in accordance with the latest edition of the National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar i Photovoltaic Systems.Any local electrical codes must be adhered in addition to the b national electrical codes. fr This product investigation was.performed only with respect to specific properties, a limited range of hazards, or suitability for use under limited or special conditions. The following risks and other properties of this product have not been evaluated: electric shock, Ultraviolet light exposure. Models RoofTrac Model Similarity N/A Fuse rating: 20 A Mechanical Load: 30 PSF Fire Class Resistance Rating: Ratings Class A for Steep Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules. Class A for Low Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules -_ Mechanical load was tested using-60 Cell Canadian Solar Modules model CS6P with 40mm OtherRatings,. frame height and maximum span of 48 inches using 4 inch and 6.inch TileTrac or FastJack posts with 1-1/2 inch tall RoofTrac rail And maximum-span of 72 inches using 4 inch and 6 inch a TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail ProSolar®UL2703 Bonding and Class A Fire Rating Page 4 of 4 - ED 16.3.15(1-Jan-13)Mandatory r - yofTHEr,�♦ TOWN OF BARNSTABLE • BAHBSTADLE, i 9° NAM BUILDING INSPECTOR �Ea MAY a' APPLICATION FOR PERMIT TO TYPE OF. CONSTRUCTION ....... '...n....... ........ !s v G. .. '..................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: /4fke.6®r v/ ew Location ...... . ...... T./.. ..?P. '.............................�����.��.Zle...................��T...��............. ProposedUse ...............................................................................F.......................................................... Zoning District .........1lf!d.'/.............................................Fire District ...... I-e...................................... Name of Owner ..... ..4e71 ....................Address .... a?�a�. l.t..W........ 3 T� '...................... Name of Builder .�'k....., 6?'.P �. .............................Address S�z� �.�+C� ......Cca,Y'U./. ................... Nameof Architect ................................................. ...............Address .................................................................................... t p Number- of Rooms Foundation �C��`.�.4{....., .{ , C..r.............................. A. Exterior ` s ......Roofing ..f� J I..�Q.f.!'.$. ......s:�.��I....�'.� . . ,S��P.�>.�....�.F."��f`f'„5............................. Floors :. .. ...........?...................F%..........................Interior ...... [7.f�`,r¢................................................................. Heating /7.��....,� ...�/./.....................................Plumbing .. ./o?. �` ........!Y!.>� Fireplace ...........................................Approximate Cost Difinitive Plan Approved by Planning Board ________________________________19________. Diagram of Lot and Building with Dimensions "2 Aee— S� �0 l dY i' _ ♦s�o o- l �a �"r n \ THE PROPOSED METHOD OF PR :�. ..:' E G a -- -= n BAN}7ARY- 'p,TER gDPPI�V_,.S _ DRAINAGE IS HEREBY AV'-Ko" ..., �`' IAND TOWN OF BAl ~- BOARD OFi`N �EL1�t-s 1,-.:7D INSTALLER MUST Q.4,�i. `. R 4�a Mo INSTALL SYSTEM, SEWACE 4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. oe- d�- Name . ..... . .... ............................ Morgan. C. E. �SSF�so2n aF� C�4�C9vCGLL i�� 118 build 11 stor + � No ..... ........... :Permit for .................2............y.... � � I 41Ws11il7g.................................................... r N arbo r Ui Location ..... ...... ............. !. /�..... Cl�l f Owner / Type of Construction ....................... ................................................................................ t . / I Plot ............................ Lot ...�0..................... Permit Granted OetQber 8...................19 70 Date of Inspection ,.. ^� Date Completed ......rfV4.St 7.J...............19 ' ar PERMIT REFUSED 3D� .71J............................................................... 19 9��D c 1G1 ............................................................................... 7/6 >� ............................................................................... ............................................................................... ............................................................................... Approved 7�.......L�... ... 19 ✓ ... ....................... .................................................. ► �' .................... ......................................................... f I r i I n HARBORVIEW STREET - S 01-42•-3o'Wr 1 m r ti jm rn z D 4 m I 'z C 31 00 226.6Z b P D N 0°-42'30'E. _ O 11RVING STREET' 1s ry.t'' Z:= OZ.' O' _ -0o Z 1 o �m NZ j .o' -ni. m � . 7 W 1 'Cco Coo fMI�G�� °��1 (�C��D D� C�IC�C� a� ba�ooaeu�� ��09 �o b�abao�po��e �Qo ©�a��z q1-7 S — 1 P�T ��M�9 �a, Q.O , �.�.G.�.9<, P.O. �®� � MAILAND FOUR CORNERS, VT. 05040 TEL.OFAX:@@24W-*Q4 ssALE:r=ea-a•ARHITECT DATE:12/12/01 - 1 NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD A 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, I EXIST. DETAILS,&FINISHES IN THE FIELD WITH OWNER I I EXPANDED BASEMENT 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT I I STUDY A FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR NEW ADDITION I + 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS SAWCUT3'0"OPENING I TO MATCH EXSN TOGRHEIGHT STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 IN EXIST.FOUNDATION FOR ACCESS INTO NEW 5.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO r o s'� r-9 2-0' CRAWLSPACE X-C 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, —— OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING (� ANDERSEN \ i , I 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e LJ360 LOAD AAN2020 \\ // ANDERSEN m I I NEW 2x B's 16'D.D. I 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS m \ / AAN2020 I I 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF 1' N \ v ( g I I N ALL SIMPSON COMPONENTS ANDERSEN------� ANDERSENAAN2020/ AAN2020 \ \ 1 I I 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS ANDERSEN \ 1 \ I I TO BE 3000 PSI AAN2020 \\ \\ \ I 11,)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION v. ANDERSE ANDERSEN ——— ———— 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE AAN2020 BASEMENT sg AAN2ozo s9 WINDOW NEW B'CONCRETE FOUND, 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED ,� l9� �• v WALLS W/B'x 18'CONRETE 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" FOOTINGS INSTALL(1) &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 3'-11!8' 2'-3' 3'-11l8• A GRADE.INSTALL(1) L HORIZONTAL BAR AT TOP MASSACHUSETTS WIND SPEED MAPS 8'-5 1/4' -5 1/4' &MIDDLE OF WALL 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING q VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS A2 W/OWNERS PRIOR TO START OF CONSTRUCTION 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY FOUNDATION PLAN EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION FIRST FLOOR PLAN ALLHEADERS TOB INSTALLER/CONTRACTOR. 17JALL HEADERS TO BE 3-2x8's UNLESS OTHERWISE NOTED LEGEND: IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS EXISTING WALLS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION —� CONSTRUCTION TO BE REMOVED r.a TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) EM NEW CONSTRUCTION F FA�TORTION U ACTOR RVIGHT IALUE LING W FRAMED WALL R-VOO RVALUENT WALL R-VALUE BASE.FNTSB RRAWLEPACE WALL r g 0.35 0.60 49 20 30 1 0/13 10(2 FT.DEEP) 10113,Ifni - a r NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL •NEW ASPHALT ROOF SHINGLES NEW CRICKET,VERIFY 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS TO MATCH EXISTING w IN THE FIELD 12 12 EXISTH C) MATCH 12 NEW AZEK 1 x 8 FASCIA, MATCH 12 12 EXIST. _ 0- EXI$IT; &SOFFIT BOARDS EXIST. EXIST. TOP OF PLATE_ TOP_OF PLATE TOP_OF PLATE NEW AZEK 5/4 x B /I / Eli / FRIEZE BOARD - AZEK SHEET AZEK 2•SILL AZM-6930 I NEW W.C.SHINGLE SIDING TO MATCH - 4 EXISTING ' I I I NEW AZEK 1 x4 CORNER BOARDS 0 a FIRST FLOOR FIRST FLOOR i - FIRST FLOOR SUBFLOOR SUBFLOOR 'I SUBFLOOR ` I FRONT ELEVATION RIGHT ELEVATION REAR ELEVATION- THE I DESIONOMISSISHALL BENOiOUND ANY SCALE : DRAWING NO.: COTUIT BAY DESIGN LLC ADDITION/REMODELING FOR: ETHESERRORSO TION.TESUILEFDUND ON NEW ADD G O CONSMU MULSE RAWINGSBLE FOR THEARTOF ' � WILL BERE8PON81BLEFORITHECO�N MTOR 1/4" - 1�-01, 43 BREWSTER ROAD MASHPEE MA. 02649 MORGAN RESIDENCE DESIGNER OFAN ERRORS OR OMISSIONS, ES DE8IGNER OF ANY ERRORS OR OMIS910NS.THEUSE DATE - ' OF THEOWNER NOTED fiANY OTHER USE OF PH. (508)274-1166 THESE DRAWINGS RI-0UIRES THE WRRTEN 10/21/2014 FAX(508)539-s4o2 41 .HARBORVIEW ROAD WEST HYANNISPORT, MA ARCH TFtAi.CE6IGNETPRCTEHE Al ARCH OF THE COPYRIGHT UNDER THE ACT TYP. ROOF CONST. I _ -2 z 8 ROOF RAFTERS Q 16'o.c. -5/8•CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES -15LB.FELT PAPER -SPRAY FOAM INSULATION(R38) 12 -2.x 10 RIDGE BOARD -SIMPSON H 2.5 HURRICANE CLIPS MATCH AT I CE/ALL WATERHIELDFTER DAT BOTTOM EXIST. A f - 3'0'OF ROOF 2 x 6's®16'o.c. I -PROP-A VENT BETWEEN RAFTERS I } -WIND WASH BARRIERS TOP OF PLATE -ALUMINUM DRIP EDGE TYP.1/2'GYP.BD.ON 1 x 3 STRAPPING Q 16'o.c. VERIFY CRICKET - I TYP.WALL CONST. 2-1 3/4'X7 1/4"LVL HDR DETAILS INT HE FIEL -7<' EXPAND. ,.2 x 4 snJD3 16 D.D. 5STUDY 2-1 3/4'x 7 1/4'LVL HC R. ( 9 2.1/2"PLYWOOD SHEATHING °i 3.SPRAY FOAM INSULATION(R20) m ♦ I 4.112"GYPSUM BOARD TYP.SPRAY FOAM 5.W.C.SHINGLE�n \ 6.TYPAR VAPORSIDING BARRIER INSULATION(R=30) TYP.314"T&G PLYWOOD ♦ SUBFLOOR-GLUED&NAILED FIRST FLOOR b x o RI N i SUBFLOOR � P.T.2x6 ILL NEW 2x 8's 16'o.c. EXIST.2x8JOISTS ' W/SEALER iNEW CRAWLSPACE X NEW 8'CONCRETE FOUND. R 'EXIST. iq WALLS W/8'x 18'CONRETE 4 x4 POS FROM WALL FOOTINGS TO 4'0"BELOW BASEMENT FASTEN 2 x 10 HIPSTO WALL UP TO HI W/SIMPSON HCP2 HIP CORNER GRADE.INSTALL(1)#4 -1' 8'-5 1l4' PLATE &MUDDLE OHORLZONTF WALL T TOP NEW 2"CONC.SLAB A i ROOF FRAMING PLAN A SECTION @ STUDY • A2 NOTES: i 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED, /� 2.) USE SIMPSON H2.5 HURRICANE CLIPS NAILING SCHEDULE AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEILAYOUT 110 MPH EXPOSURE B WIND ZONE W/OWNERS JOINT DESCRIPTION _ NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END t RIM BOARD TO RAFTER(END NAILED) WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 15' INSTALL 5/8"SIMPSON TITEN HD ANCHOR BOLTS AT I HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 60•o.o.MAX.W/SIMPSON BPS 58-3 BEARING PLATES PLACE BOLTS WITHIN 8'-15'OF EACH CORNER AND FLOOR FRAMING: 8' 8' TO A 8 MINIMUM DEPTH.BOLT LENGTH IS 70'. i JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4$d 4-1 Od _ PER JOIST i BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-1 Od EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER FACE NAILED 3-16d' 4-16d - EACH JOIST I JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST a TYPICAL ASPHALT BAND JOIST TO JOIST(END NAILED) 3-16d 4-18d PER JOIST ROOF SHINGLES BAND JOIST TO SILL OR TOP PLATE(TOF NAILEDO 2-16d 3-16d PER FOOT 518'QOX PLYWOOD SHEATI-IING hROOF SHEATHING: , d 2 x 8 RAFTERS -- 15#FELT PAPER WOOD STRUCTURAL PANELS(PLYWOOD) e RAFTERS OR TRUSSES SPACEDSIP T_Q 1r_0,I, 10dLD b SIMPSON H 2.5 HURRICANE CLIPS WIND WASH � � I RAFTERS OR TRUSSES SPACED OVER 18'o.o. Bd 10d. 4'EDGE/4'FIELD BARRIER 3'0'WIDE ICE/WATER SHIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d S'EDGE/fr FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD 0 ALUMINUM DRIP EDGE 1 W/STRUCTURAL OUTLOOKERS AZEK FASCIA&SOFFIT BOARDS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Sd 10d 4"EDGE/4'FIELD I 1 x 3 STRAPPING W/ TO MATCH EXISTING CEILING SHEATHING: 1/2"GYPSUM BOARD GYPSUM WALLBOARD 5d COOLERS — T EDGE/10"FIELD WALL SHEATHING: TYP.2 z B WALLS i WOOD STRUCTURAL PANELS(PLYWOOD) 1 STUDS SPACED UP TO 24'D.C. 8d 10d 3'EDGE/12"FIELD A2EK 514 x 6 FRIEZE BOARD ? 1/2"&25/32'FIBERBOARD PANELS 8d — 3"EDGE/6'FIELD F 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIEL Z P.T.2 x 6 SILL W/SEALER FLOOR SHEATHING: DETAIL AT WALL WOOD STRUCTURAL PANELS(PLYWDOD) 50 1.OR LESS THICKNESS 8d 10d 8'EDGEl12'FIELD j 1 GREATER THAN 1'THICKNESS 10d i6d 8'EDGEW FIELD ANCHOR BOLT DETAIL ERRORSIONEORO OMISS61�1IONS BE NOTIFIEDFOLIND ANY SCALE DRAWING NO.: Ea Q COTUiT BAY QESIQN_. Lb . NEW ADDITION/REMODELING FOR: CONSTRERRORSC10N.SIONSADINGCODON �J/1 THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD wivaEUDTION.THi.EFORIN"a'TENTT°R 1/4" = 1'-0"WILL SE RESPONSIBLE FORME CONTENT MASHPEE MA. 02649 MORGAN RESIDENCE ICOMMENTHESE ORAWING9IF CONS FUCPON ( DESIGNER OF ANY ERRORS OR OMISSIONS. ' OFETHEDMERN"AWINGSOTED.ANY SOLELY OKMUSE USE OFF DATE �� PH. (508))274-1166 � � THESEDRAwINGSREDUWE4THEwRrrTEN 10/21/2014 FAX(508)539-9402 41 HARBORVI EW ROAD WEST HYANN ISPORT, MA ACONSENT OF CTOFI 9D THE DESIGNER UNDER THE ^ ARCHITECTURAL COPYRIGHT PROTECTION � � �, � � e � � � �� � � � �. F� � � �" � - � � � �' � � �, � -� � n� r; as qqr - -W EXT-GRE ROOFSHEATHINGs ' rl Ur DRYWALL. SU R-MNL- itn 1 .. .09 o •. I ( .:MOISTUREBARRIER- �(SOFFITVENT _ #. l -.. - I _:.Z?SaQ_�_.l.�o..asp• I R-191NSUL ® - �' TXS-STUDS. • r - - _y I - I I 314'EXT,GRD.PLYWOOD SHEATHING, .� O TYVEK — —I GRAVEL B19-PI,1'NIOOo`1-1.1SIDINo4 9 • ..s , i 1J. 3•-0-CLEAR' 3n IL. • f � I i • __ gig. �: --.F2QSTIN.GBASEMENT.. : ._..._. ._.. BASEMENT - (d I -3l4sPLYWOOD SUB FIO(5R. W ® . PARGEBCOAT W/ASPHALT I 'a I I I - .-. ®` I � I I. -- --... ` ECTORS EXT.BASEMENT FOUNDATION SMOKE DE WAL BELOW GRADE i TERM ESHIELD p•K' x$L'16 DEP y�fA' fi p� BUILDING � �( cX 1 FOUN011TION WALL �W_QOMqFtb :o. © l ! a.• mm of FOOTIJJ.G 4',4r, MIN BELQWGRAPE Y• �' .b - - im 1 ' ZRAWL SPACEIT t. �`. 1 A 9 p. ••� O +— — — _—:. .4'CONCR.BASEMENT SLAB. O. . i' '1 -8-X w CONCH. Y A 'FDOTlNa �- . . - GRAVEL BAS�EL1�[FRET:&:F UW—AT(O K-2 4 SCALE:114--V-0• / a � •.',0. . � _ o - SEG 'FON A-.b -SCALE 1-=1•-0-_ N f no E4 4• o M O �wm N — -- T ta7 .... I. 41. �MD no b — a �... �a m o fFU.uG=�1.�� ,. 1I11:EcMDENCE" '.a9 .�fQ�o�: i.MOC _�`11'os W. (�S?GJbb O�PQfr°3�10. l(�10� 0g: ?dJRONOW- FMR LUGIVER,A.O.A., O.o.®®x 4 s.HARTLAND PC.um COROS08S,W.ON40 T.EL./O<AXe got 4 842.4 SCALE:114•-r-or: DATE:12(12l01 f i I Q O� a S?q i i o_ A A . 0 .09 ay. _.Z. 98 1R i G7 • VENT 6. 9 A-6 • r z: ' o . 0. l G G 1 G EEO DENC�C� !4fi.RAgBo�do i cos W. � � bO-SPQR , NA. 02072 A - A046HOTEOT P( RI LUQUIR,A.O.A..K40.A.H.8 �l�BOX ITS,HARTLAND F®6�R�CORGOf��JRR,W.05640 4I�../OAPY%609 �4�� DATE:1211y01 W. I • �o .e�q w .°304 - an : . -t SU MU,W ONB . 1. BETWEEN I1.� "3-014— ` / 6 l-I - mg 99 . O 1 a 29 NORTH.ELEVATION' g a _NEW WINDOWS TO:BE ANDERSEN PERMA�HIELD:LOW-E.TERRATONE. WlSCREENS L=J A '6ET HEAD OF ROUGH OPENINGS - TO ALLOW SASH CLEARANCE BENEATH SAYE FACIA.• ^SKYLIGHTS TO BE VELUX VS SERIES _ - - ,pW E^WI SCREENS AND SHADES - :eLYWOOD 1-11 VERTICAL BUTT - 101NTS TO BE FLASED WITH Q `EXTERIOR DOORS TO BE MORGAN 1-3t4'PINE Wl INSUL GLASS. 8304 Loi _ 0 6 U -SOUTH ELEVATION.. �' Lo: 0 , a U O I Co _ - c � _ o MOTE; g �. FNEW WINDOWS TO BE ANDERSEN PERMA=SHIELD,LOW-E.TERRATONE r ',fig �� J•" W/SCREENS (� it&HEAD OF ROUGH OPENINGS. - 0" � 7O ALLOW SASH CLEARANCE - I !BENEATH EAVE FACIA. 'PLYWOOD t-ti VERTCALBUTf I •.� \ _.�• - -jOwmToBEFLASHED -- WITH COPPER. 49. 40 :.WEST-ELEVATIM. _...... . - - u - r noll 40 4. 40 lu - o _ -EAST-ELEVADON. l � I II II II . TRAVCEIlJNO•A1 - .! ABOVE FL cb i z. !� t-T-1 i z� me i Q I. 1 rn I • 1 III I�o, E. I�VIJOR !/�1 {� U��O t ���� 9 HAQo® i'dWW St., W. HYAMNOSPORT.A.A.. ®2Q(l� G Aflow-OTI0:T- 0 ETTER LUGUEW,kO.A., P.(D.g(bX 9?ffi,HA04*LAN.ID Pdd R OORNEWS,VT.09040 TEL IFAX,:909-486-8424 BCZ 1(4-•V-W OATS W12/01 Qc KF-y MAP ';000 Cl�.-._.._tax �. ( / LJ•5 GrvC9.�CHA3' T YAN � T ,7 C7 Sg d. c'Q .� /fa 4 ` 't a () ) t L r w N i Q 41 1576 3 4 i �t /kiy'W'�9 •;�•''�$d �. �' ..�: a ... ..�e � t i of /U E A � Towry NAAP: � 246 LoT 1 "7 _:.ONE RD - 1 t Q1 S u 501 V 1510" PLAN Of= L ;-s 1 ,�?- SWOWN ON PLAN QEG, BKJG0 PAGG I t L A t- D I N vVEST- �4YANNC S Popc"@ M ASS, auR F SCALE OF FEET PETER E:5pi3AUG�, ETAS. JGA,L E i INCH = SO Fr. N ov, 7 , 4977. p w NELSON 5EAaSL'3. -RFCHAROLAW . SumYEYoms �l 75 _ 543C. �753