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Home My WebLink About0069 CLIFTON LANE F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -7 _ Parcel 151 Application #,16"/ 1673 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village ff Owner �� A n) e- CA r coo �- ,� Address bq C e P-t-D,sI L,U Telephone 7 7!-(1 ZI L 0 S-2_0 Permit Request r �'�-- t' rn t- k � s Ac.I<- A7- l'C. &A- VaA)� ' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio t6 .(oD Construction Type Lot Size / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family lSt✓ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: '" existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑new &e_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: f a s Imo,, CD Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No 1f yes, site plan review# 00 Current Use Proposed Use R APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �e�-ra' �— "��S t1�G.�}-� c Telephone Numbe4�0 6S S — ` c(3 C Address IDU License # /0,0 7 f SCE �1L is C"A A Home Improvement Contractor# G 6 Y6 i Email `\ aj q 7 n GwAAn ( Ccv " Worker's Compensation # V �5�2- U / d y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1"G -" SIGNATURE DATE �2,C1!7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. I` ADDRESS VILLAGE OWNER F# DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE M ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL y, GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT _ ' ASSOCIATION PLAN NO. a CRIS _. F: QPC Dianne Carpenter Retrofit Insulation c. t 0;T �F,dtiT?C327 '€ 3«.'1&�rS 69 Clifton Ln. W. Hyannisport MA 02672 txx, e'�I3azsr,: � tT—X, J _ I - I The Commonwealth of Massachusetts Department of lndustrW Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www mass gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITMIG AUTHORITY. ApWicant Information Please Print Legibly Name(Business/Orgm&ation/Individual): Address: City/Staxe/Zip: S L�:1C c +1� M/ Phone#: Are you an a pioyer?CLeck the appropriate boz: 0.171.) .��i empkyer withType of project(required): i a employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employ ees working for'me m S. Q Remodeling any eapaem'•(No workers'comp.insurance required.] In I am a homeowner doing all work 9. El Demolition myself[No workers'comp:insurance required.]r 4. I am a homeowner and wr11 be 10 ❑Building addition ❑ hiring contractors to conduct aU work on lay property. 1 will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.M Plumbing repairs or additions S.D I am a general contractor and I have hired the subcontractors listed on the attached sheet These sub-contractors have employees and have workers'coup.insurance.: * 1 1):❑Roof repairs 6.❑We are a corporation and its officers have exerciser)their right of exemption per MGL c. KrDloffier w6f7lie `, 152,§1(4),and we bave no employees.[No workers'comp.insurance regrureq 'Arty applicant that checks box i9l must also fill out the section below showingtheir compensation mpensation policy information. t Homeowners who submit this a£davit indicating they are doing aU work and then hike outside contractors must submit a new affidavit indicating such *Contractors.that check this box must amched an additional sbeet showing the same of the sub.c«rnactors and sraae wheel=or not th=entities have employees. If the sub-contratxors have employees,•they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for br my employees. Below is the policy and job site informadoyi Insurance Company Name: a2 �nJ r C O Policy#or Self-ins.Lie.' : �,J d S Y S—)- e) 1 D c) Expiration+Date: Job Site Address::_ b [ (. iF4-•0.., N • City/State/zip: N gn " Attach a copy of the workers'compensation policy declaration page showin the policy number and :ration date O P g { g Po.cy expi ). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under tit p and penalties of perjury that the information provided above is true and correct Si azure: "Da#e: 4 b Phone#: Official use only.' Do not w)tde in this area,to be completed by city or town official. City or Town: PermitlLicense Issuing Authority(circle one): 1.Board of Hesl&l 2: .Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person:-- Phone#: Oise of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 Boston,Massachusetts 021-16 Home Improvement Go�ptx�actor Registration Registration: 160461 ;;t M= Type: Private Corporation `=_: ;r-i? Expiration: 7/2W018 TrB 289184 RETROFIT-INSULATION, INC. JOSEPH REILLY ....... P.O. BOX 105 ';:� ` =" AY=f SEEKONK, MA 02771 ! = .. Update Address and return card.Mark reason for change• scn 2oo �y �] Address Renewal Employment ❑ Lost Card .' �r,��anvewcatcv�a�a�c�rca�aa�ucaaCla• • Office of Consumer Affairs&Eusiuess Regulation License or re&tratlo!u valid for individnal use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registraticru' .",I80461 Type,, Office of Consumer Affairs and Uusiness Regulation •'`�''"'^ 10 Park Plaza-Suite 5170 Expiration-m-181Zfl18 Private Corporation Boston l► A 02116 RETROFIT INSULAT;Wt;=tN _- JOSEPH REILLY 644 RODMAN ST FALLRIVER,MA 02721 " -" iJndcrsecretary N4 valid without signature Commonwealth of Massachusetts 9 Division of Professional Licensure Board of Building Regulations and Standards Constructi Specialty CSSL-102771 tryl yry mires: 06/05/2019 JOSEPH J RELLY PO BOX 105 J� ; `;fin°"." 1 SEEKONK MA 02771... AJLI. Commissioner �/��— AC a RE`fRINS-N RBLACK1 �.r-- CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYYI 811112016 PREPRESENTATIVE IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS TE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED ATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. T. H the certificate herder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. if SUBROGATION IS WAIVED,subject to and conditionsof thepolicy,certain policies may require an endorsement A statement on this certificate does not confer rights to the older in lieu of such endorsement(S). PRO6VCER License#'178.6801 CONTACT IM International New England NAME: 222 Milliken Boulevard Ex,(608)676.1$71 aC No:(508)678-A Fall River,MA 02722-SM E.MAIL - ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# irisiiRlc INSURER A:Selective Jnsurance Company of South Carolina 119259 INSURER B:Star Insurance Company 118023 RetroFit Insulation,Inc. INSURER C PO Box 105. INSURER D: Seekonk,MA 02771 INSURER E COVERAGES CERTIFICATE NUMBER: INSURERF: REVISION NUMBER: ;AA. IB IS TO CERTIFY THAT THE POLICIES OF IMSf1RANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICYPERIOD ICATED. k6TmTHStANDING ANY REQUIREMENT, TERM OR CQMDITIOM OF AMY CONTRACTOROTHERDOCOMENTVyrri4 RESpECl TO WHI.CHTHIS RTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TORLLTH ICHT S, EXCLUSIONS AND COiVDIT10NS OF Sit POLICIES-LIIu11TS SHOWN MAY HA1/E BEEN REDUCED BY PAID CLAIMS, TER TYPE OFINSURANCE i D POLICY NUMBER MMDDNYYj' 64M(J LIMITS COMMFRMALGENERALL RnY EACH OCCURRENCE S 1,BO0,000 CLAWS-MADE FX1 OCCUR X S21876.53 08115/2016 0811512017 DAMAGPREMISrs 5 100,000 MEDEXP(Anyonepemon) S 5,000 PE2SONALBADVINJURY 5 1,D00,000 GENEtAGGREGATELIMITAPPLIESPER GENERALAGGREGATE $ 2,000,000 POLICY F7 E� LOC PRODUCTS•COMPIOP AGO $ 2,00O,OOD OTHER: s AUTOMOBILE LIABILITY CO[dBINED SINGLE IJMT A Ea acddent $ _ 1,000,000 ANY 100182D0 08/1112016 08/1112017 BODILYIWURY(Perperson) S ALLOrED MSCHEDULED AUTOSAUTOS BODILY INJURY(Fera�dent)X HIRED AUTOS RED O w ' PROPERTY DAMAGE Poracdden $ X UMBRELLAUA6 $ OCCUR EACH OCCURRENCE S 1,DA0,000 A EXCESSLIA6 CLAIMSWADE S2187653 08//512016 0811512017 AGGREGATE $. DED X RETENTIONS. 0 $ 1,OOD,000 Y{ORKERS COMPENSATION I P.ER AND EMPLOY51WLIABILITY STATIflE iER Girl- YIN 8 OFFlPANY ROPRI TOR�L1jDMEXECUTIVE ( NIA C080201 081021201E 0810212017 E.L.EACH ACCIDENT S 1,060,000 (Naadatnry In NH) L--' E.L.DISEASE-EA EMPLO S 'I,n00 000 lfyyeess.desa�e under , DESCRIPTION OF OPERATIONS below E.L DISEASE rPOLICY IIMrr S 1,000,000 =cRIPTION OF OPERATIONS'LOCATIONSI VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached irmore space is regelred) . CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE National Grid THE EXPIRATION DA?E THEREOF, NOTICE WILL BE DEU�fERED IN 50 Washingtorz Street ACCORDANCE WrrH THE POLICY PROVISIONS. Wes!3orou sb,MA 01581 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved, ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma o Parcel 7T1N1 ' EMNSTAEI.E �,.� �7-I p Application # Health Division '' ' tin Date Issued Conservation Division Application Fee Planning Dept. Permit Fee f!) _0 6 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1 C Ls ' -to N L N Village CGwt-e yyl l be Owner _P 1 G VlAe �5 CAT F E1V fe(t— Address C Ll�Pfor1 Ld 1 powtewille, Telephone 'D~A/ I 2 d ��- Permit Request C 0NAlz r--t_eXiSriiv -f/� e. -1A)l"B A/Inir l Ireely `!/ifk mold 3 4rq ed )716111 Jr pe of hoa✓e i l e oyAI o,v 4 a u-0 shawe✓ -� 33r ya�y c Square feet: 1 st floor: existing-poky proposed 2nd floor: existing alp proposed 1)1A Total new /317 tr/�lv�iN Zoning District R Flood Plain VM Groundwater Overlay A)1A Project Valuation 11adf U�r—Construction Type ��0 �� Lot Size 6. 31 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes YNo On Old King's Highway: ❑Yes &No" Basement Type: O/Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) T Basement �ntinishedrea (sq.ft) Pdp y Number of Baths: Full: existing _ new Half: existing ~ new Number of Bedrooms: a existing d new / Total Room Count (not including baths): existing 41 new First Floor Room Count Heat Type and Fuel: VG, ❑ Oil yp ❑ Electric ❑ Other �� Central Air: ❑Yes Fireplaces: ExistingNew Existing wood/coal stove: ❑Yes L7 No g Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Coexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Pb A4 �-,l, ?Ae4 yE- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4400, If yes, site plan review# Current Use JRei ld-fnl ft�G .5."Wo° Proposed Use I<4 vari'/y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) G G Name G.4te G Ud f�>Cd d¢ Telephone Number ��a �� 77 � Address N e W-tr to -AU License # C S G 7 yG V,Cv4oW / Home Improvement Contractor# Email_ p-eptlgl - e_ CA lA* Worker's Compensation # ALL CONSTRUUCON DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _ SIGNATURE DATE # Ia Y/z 0 1& FOR OFFICIAL USE ONLY APPLICATION # - DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN:OF BARNSTABLE BUILDING PERMIT APPLICATION o[ Parcel 7 TOWN STABLE A lication #� `�. /�� MapT <: pp Health Division r li SET 26 !Af l o- nDate Issued'� � AX-'AZ, Conservation Division Application Fee n Planning Dept. Permit Fee ' O�• v Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis 4441 � ' Project Street Address 9 La `�0 Y L Village Ceig-t-0 ► U4,91e8 Owner f-RI d IMP C CAT F E1V eP Address &q C Lt Itsn Ld L$rrfewill,tM Telephone �y � '� i 2 U��d � - bra i ? ,.� R7 Permit Request C GN�cle�- ��CiS��n® �. �n/�® 114A1cl 1T(),4�1y 4VIfd% Ad/! Pig Or J i r,� ot ®dle. � i it ®4 ,)AI �.�c� d�°� �3' > ��Ttt W171 Sheaje;e of o. Weiv, Square feet: 1 st floor: existing�fy'proposed 2nd floor: existing �l proposed Total new 1317• . Zoning District Flood Plain �� Groundwater Overlay ,-Project Valuation It AO y" , Construction Type-6)000 e*�1140f' Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Uf No On Old King's Highway: .❑Yes O'IVo Basement Type: 3/Full ❑ Crawl § ❑ Walkout :-❑ Other Basement Finished Area (sq.ft) - Basement nfinished rea (sq:ft) Number of Baths: Full: existing 0 new Half: existing new Number of Bedrooms: existing d new Total Room Count (not inc uding baths): existing new ® First Floor Room Count soo Heat Type and Fuel: ®`'Zo ❑ Oil ❑ Electric'.yp ❑-Other Central Air: ❑Yes �' '•Fire laces: Existing New Existin ywood/coal stove: ❑Yes e p 9 9 Detached garage: ❑ existing - ❑ new size_Pool: ❑ existing ❑ new 'size _ Barn: ❑ existing ❑ new size_ Attached garage: R/existing 0 new size _Shed: ❑ existing 0 new °size _ Other: 4L - !^(A1 yA(A94 Zoning Board of Appeals Authorization ❑ -.Appeal # Recorded 0 Commercial, ❑Yes 40 " If yes, site plan review# ' Current Use Rej id f si r,i • ` 51 V!F It Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) <{ Name ��H Telephone Number Address Y A).eu1 License# 7 yt,Of Cv4dW/ - Home Improvement Contractor# Email t �" �� ® Workers Compensation # ALL CONSTRUCTION DEBRIS-RESULTING FROM THIS PROJECT WILL BE TO -Z y 0�� SIGNATURE DATE 1 � �' Y N N ♦ -U x I j i j • _ :'ate� L.1 ' �3y ' . ... ... ... ... -71 E y V?� j O M rn 0 rn � x O Z rn z r rn rn < r ♦ D y n n S17 fA ID n A `� II O -------� i 0 ♦ c� �sNo l0 �6 Q N l z df 6 N N Q me 3 c m Z 7 o O m 33a'o �o 0 mM l I 3 N m o Z N A C O 3 a 3 as D c o as m r- O 3 a 3 N d Dianne Carpenter and Gerald Beaudet Ga,,,,]Home Improvement d ,< Sales:AR&GG ADDITION 1645 Newtown Road o; 69.Clifton Lane . Desian:BL Gnhiit Massachusetts 02645 r� E�� 0� �,,y,OF MA s& N -- --- -- — — — ———— — — — — — a Y � iCNE M ... .: a o m I w— — -- OE I I — — UN r i i ---------- ` I CUCTUR4 s,I I II' I J InI I o gTR 7 Np 34 moo° �I I I I I I �,o �FfzESTEP 2� ry d= �I q I I I ij 12 Z 4 1 7L_11" _" :I .K 44 i w< owI I I Q 2-`i 12 a z I! — I � mae —�! i L- ------------- Q Ir = — r ——————— ------- Z, I w ��xsaWq o w I I FOUNDATION PLAN scale: 1/4=1-0 W N'JJ�OOJ,OJ .�m J0 W W� lL6 u � � u �s V J � C � i ' +cwwxoao � lQ N J � I V iI...._.... ...... _ -- EIA - 0 8-21-15 - Revisloi h-PROP05ED ADDITION �I --PROPOSED ADDITION BUILDER TO CONFIRM ALL 9-15-1E GONDITION5 Final: RIGHT SIDE ELEVATION scale: 1/8=1-0 LEFT 51DE ELEVATION scale: 1/8=1-0 AND DIMEN5ION5ON 51TE Note:These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be dlstributed or used for construction other than by Gapizzi Home Improvement. I 3-9 X 4-4 FIXED 4•-5" 4'-5" vv 394 F 2-0 X 4-4 DH 2-0 X 4-4 DH vV �t w N •E � B' FAMILY ROOM N 1 HDWD 606E 5LIDER t��^ N I Q f V ADD 2 DEL HUNOS VQ 2-4 X 4-2-2 PEXTERIOR WALL TO BE REMOVED (SEE ENGINEERED BEAM GAL65) )Gn U 2s3oG11 --- -'i' --------- 820R -1 5833 -IBGBIBRI 5 o �t i G A I I EXISTING t REMOVE DEL HUNG 7 w - a o II BATHRM , TILE D I ; u ERLAYMEnTI -2-0 X 3-0 GSMT r w IALIGN FLOOR ATH ONLY D Z ��ly -1 ! HEIGHT5 u, EXI5TIN6 j ., � 5 se3ozzX En CL 1 ^I Y • n 3 ,0—�{ lD i REMOVE EXI5TING EXI5TING CHIMNEY - II _ WINDOW ADD DOOR O f DEN CARPET BY OWNER 2868 t NE-LIGHT REMOVE O.H.DOOR ADD 2 DBL HUNG5 2'4 x 4-2•• WITH SHUTTERS a za<zG wzG EXISTING EXISTING EXISTING EXISTING -6'-6" 4• ,3' ry O N V Q � ^� ;OMNp � ago 000 z Qni�m g. oao � zoo yr F ,'crOr oz N 2 ° _ N D o Qd m r- S 3 N � O 3 ..>1 3 0 N° Dianne carpenter and Gerald Beaudet Gaplzzi Home Improvement :5 Sales:AR&GO ADDITION 1645 NeuAOwn Road �., 69 Clifton Lane 6 m Centerville,Massachusetts Design: BL Gotuit,Massachusetts 02645 s pF MASSgcyG E m o A\�0 � > v GUU�URp1, cn s o ; LA N f z VAULTED GLG 5:12?t5ALLED ROOFING:ASPHALT SHINGLES 2X12 RAFTERS WITH OVER 15#FELT,30 YR,MATCH EXISTING L- 2X6 CLG JOISTS Q 16 OC la 1/2"05B ZIP SYS SHTHG ALL TRIM,CASING,RAKE,FASCIA,500FIT TO - Q 2X12 RIDGE BOARD BE PRE-PRIMED PINE,5EAL ALL END-GRAIN5, 2X6 COLLAR TI E5Jh MATCH EXISTING _ STRAPPING AS OSEDNEEDED FOAM INS GUTTERS AND DOWNSPOUTS TO BE.032 ALUM(ON ADDITION ONLY) �PARTITIONS SIDING:#1 CLEAR WC SHINGLES OVER AMOWRAP <2X42X4s @16 0G D WALL5 N N 1/2"05B ZIP AND CEILINGS TO BE BLUEBD la l0 SYS SHTHG AND PLASTER - - kill R-19 CLOSED CELL SPRAY FOAM INS _ 2X10s Q 16 OC BOX 51LL5 _ W BRIDGING 314 ADVANTEK TBG FLRG a. ''�% ,Af �{,/y rL2 L• R-30 RIGID V- '�j 4 �� •`p�` f �j yy INSULATION 8"X 16"GONT LONG '/iL,• � � m FOOTINGS AT 46" BELOW GRADE � m c � $qf . 2"DUST GAP L J 2 C .p N i m I SECTION @ PROP05ED ADDITION scale: 1/4=1-0 _ m 0 # i Date: b-21-15 Revisions BUILDER TO CONFIRM ALL 9-15-16 GONDITION5 Final: AND DIMEN51ON5 ON 51TE Note:These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be distributed or used for construction other 4 . than by Gapizzi Home Improvement. lb. 6 EX. DWELLIN PROP. ADDITION OCP N 6 MBLU 247-157 69 CLIFTON LANE oo, CENTERVILLE, MA ST;6UCf0RES SF'OWN HEREON DO Na FA-LL WITHIN A SPECIAL FLOOD HAZARD AREA Ng WETLAND RESOURCE AREAS' OBSERVED WITHIN> 100' OF PROPOSED A T7ON- gg s SEPTIC"SYSTEM PLOTTED BY-OBSERVA TION�; BUILDER TO CONFIRM. CERTIFIED PL 0 T PLAN -- CARPENTER RESIDENCE 1 CERTIFY THAT THE IMPROVEMENTS SHOWN of M 69 CLIFTON LANE HAVE BEEN LOCATED BY A FIELD SURVEY. ��P ASlp CENTERVILLE, MA DA TE: AUG. 24, 2016 'y DRAWN: RBS o G ROBB �, JOB #: S263 c SYKES SCALE: 1"=40' DWG. CPP No. 35418 ti EASTBOUND 143� LAND SURVEYING, INC. P.0. BOX 442 ROB SYKES, RLS. DATE FORESTDALE, MA 02644 508-477-4511 '1d 3 £!��✓- .z-�'�-��„ �'� :.tom,. f=�_ ` 11�'1 --� '�Y'.d11iG rt.;,.,�� `�'iA�CA y lC`�{ 1411 , � �� ice`-�---- ,,/��`or•�,r "►`' �:: - � �ii�� aa��ly �x.;��,e�,�,.� s•�;, nwaa wo -HL tw- fir'► kk-A AM M'! _ ,,: _ s , a� l _r mom- ..1 Elm 1 r 1 a e i _ �3,y - C'�! ,ry . „ ii...:.1 ( �� "'' �,7 I'} G� � �I � wr��ane �� '9�®a�•;,:., :.� -,-.�%'r,:,.,� "N � tip; -•� _ 4.."`.. x ._e,•�F'syd�- �,b'S.; I " " v r� '# x , 1 lTTr.? 1 fit:. itt Y1 r Cap ., k, ti. ,.;, 4 �1 ! ��3x ,.-vC� `yt•�a�;.�`"'`�i i-ta,��'�,��, %, i� 7,s i tv,JL-. ,•1f{r '��s.{,'�`,'�1. ,.,��a'r�3't Yrx �� n=«v^~ �� ~ ^ ' ~--~ ' ^ ' - ' = A WCGadde &mWood CotisfiwctiomhiffighNlimdAveax 110mphNitidZoiie xw� T Massachusetts��a Checklist � �m �� m / �� ~��= a�� ~��8�iB8�� 0 ��]]Ll.0 =^ Check Compliance 1.1 SCOPE ' Wind Speed C3-ooc guotj................................................................... ----------------11O mph Wind ExpouunaCategury-----------------_---- ----------.-------.--.B 1.2 ��pU�A�|L[T�. � Number ofSh��o --------------------. --------- 2otoriee Roof Pitch ------------------------. ----------��-- � � � MeanRoof Height ........................................................ .....(Fig 2).................'............................. --_� Building Width,VV.................. ............................................(Fig 3)--------------,. Building Length, L ....................... --........ ......--.........(Fig 3)..................................... ---� BuUd�gAupo�RoUo0-8m) -�-��--�------`--'U�Q4>---------------' ----' � NomimdH�g��of�d��Dpen�"� _--------'(Fig 4)------------�---.� 68^ 1 � FR��|��CONNECTIONS. General compliance with framing connections....................(Table 2).......................... ..................................... � 2.1 FOUNDATION Foundation Walls meeting requirements of78UCKUR54O4.1 Concrete................................................................................................... .......................... ` Concn»teMaunnry----------------------' ........................................*-------. . � 2.2 ANCHORAGE TO FOUNDATION'.3 5/8 Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in poncrete only ` Bolt Spacing-general ..........................................(Table 4)............................................... in. Bolt plat ............................(Fig 5)....................................&::1;�:in.:56^-12" Bolt En6badmet-concrete.......................................... 5).................................................-7 in. aT BoltEmbedment-mosonry ��5) - � �t� .-------------' --------------�----- � _--� PlateWasher...............................................................(Fig 5)...............................................e3^x3"x.W 3\i FLOORS . � Floor framing member spans checked ...............................(per 780CMR Chapter 55)............................. -- Maximum Floor Opening Dimension...................................(Fig G)..... ......... ............ -_ft:51ZorU2orVV/2 Full Height Wall Studs ud Floor Openings less than 2'from Exterior Wall (Fig 8)......................................... Maximum Floor Joist Setbacks Supporting Loodbeahng Walls nrSheanwoU................(Fig 7)....................... .............................�_� 5d Maximum Cantilevered Floor Joists ~~ Supporting Loadboorng Walls orSheonwoU................(Fig 8>...................................................._ft :5d FloorBracing atEndwals............................................ ......(Fig S).................................................................... Floor Sheathing Type ........................................................(per 78OCMR Chapter Floor Sheathing Thickness .................................................(per 70OC hop0* _--- Floor Sheathing Fastening..................................................(Table 2)'_Ed nails ot_to_in edge/Nj�^ ��old � 4.1 WALLS Wall Height Lnodbaaring walls........................................................(Fig 1O and Table 5).......................... walls................................................(Fig 1D and Table 5)................... VVaUS�dSpacing ------------------'(�g1O and Tob�5)'-',---�� 24^oc. WallStory Offsets ........................................................(Figs 7&8)............................................ . ft sd 4.2 EXTERIOR WALLS' � Wood Studs [ �- / Loodboohng walls............................ ............................(Table 5)._--,'----', _��.,Non-Loadbearing walls ----------------(Tob�5)��-----'--'� � u��. Gable End VWallBracing' � � - � FuUHaightEndwaUStudo--------------'UFiA 10........... -� -- ---- VVSP Attic Floor Length................................................(Fig 11)-'��Il ��_ ^-ftaVV/3 Gypsum Ceiling Length(if VVSP not used)------(=ig 11).... ....................... ............... —ftuO.9VV _ 2x4 Continuous Lateral Brace @6 ft. o.c. ' (Fig 11)....................---- ................`.......... Double Top Plate �]�` ' Splice Lan�h ------------------'(Fi8 13end3e�eO)'x��--�°�[�� Splice Connection (no. of 16d n nails)..............(T able 8)..................................................... -�___ OF MAS V ~ ~l^ � D� Q u� AWC Guide to Woos!Construction in high. Wind Areas. 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections p Lateral(no.of endnailed 16d common nails)..............(Table 7).............................1.��.�.�-[n Non-Loadbearing Wall Connections Lateral (no. of endnailed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Tab 9) HeaderSpans ........................................................(Table 9)................;.................�ft in.<- 11' ..................... Sill Plate Spans ..................................(Table 9).................................. ft:f in. 5 1' Full Height Studs (no. of studs (Table 9)................................................... .... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table HeaderSpans.............................................................(Table 9)..................................��ft in.<- 12' SillPlate Spans..........................................................'.(Table 9).................................,.eft in. <<�12�"„ FullHeight Studs(no. of studs)....................................(Table 9)...................................... ......................................................... Exterior Wall Sheathing to.Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W 13C 5; Nominal Height of Tallest Opening2 ..........................................................I..................�V g„ SheathingType............................. ................(note 4)..............:........... .........:................. , Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ Field Nail Spacing ... . .... . ........... Table 10 ......................................I.......... 3-1' n P9.................. . . ( ) -�-- Shear Connection(no.of 16d common nails)(Table 10).................................................:...... Percent Full-Height Sheathing.......................(Table 10).................... ....... 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ........................................................................ i 6'8° SheathingType..............................................(note 4)................................................ ..... Edge Nail Spacing.........................................(Table 11,ornote 4 if less)........................ in. Field Nail Spacing...................................:......(Table 11)................................................. Z01. Shear Connection(no. of 16d common nails)(Table 11).................................................. Prtzr Percent FulkHei ht Sheathin .... Table 11 ... . .••............. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................................................... (Figure 19)........... ft I smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls 5�"`"-:7 S1Mp Proprietary Connectors a 77 Uplift................................................(Table 12)............................................U 0?4 Lateral.............................................(Table 12).............................................L- Shear...............................................(Table,12)................;............................S= Ridge Strap Connections, if ar of u e9per page 21..... (Table 13).:..... ......................T= r Gable Rake Outlooker......................................... (Figure 20)............/V` ft<_smaller of 2'or u2 Truss or Rafter Connections at Non-Loadbearing Walls TT Proprietary Connectors Uplift.............................................:..(Table 14)..................... ......................U= lb. Lateral (no.of 16d common nails)...(Table 14)................. ......:.............L= ^ lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness........................................... ................... in.>-7/16"WSP� Roof Sheathing Fastening ............................(Table 2)..... .. ... .. .G..t (9c�.` � Notes: 1. This checklist must be met in its entirety, excluding the specific exception noted!in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is adde8 to the percent full-height sheathing requirements shown in Tables 10 and 11. Y ` 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure reated# ode OF s9� MICHELE � CU STRUCTURAL STRUCTURAL Im No 34774 9 o9oF FG,/STEP�� cQ ASS/�NA� i 8D Nails 0 T o.c.Where Ede Rests on Framnq 3 i i ! I i ; I I I NOTES: i j Wood Structural Panels Shall be a Minimum Thickness of 7116"and ! Be installed as Follows: i Hi i, Panels Shal a Installed with Strength Axis Parallel to Studs. All Horizontal Joists Shall Occur Over and Be Nailed to Framing. Lu iii. On Single Story Construction,Panels Shall be Attached to Bottom nl Plates and Top Member of the Double Top Plate. 0 iv. On Two Story Construction,Panels Shall be Attached to the Top >I 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 n Joist and Lower Attachment Made to Lowest Plate at First Floor 'i Framing, a, v. Horizontal Nail Spacing at Double Top Plates,Band Joists,and 2 Girders Shall Be a Double Row of 8D Staggered @ 3 Inches o.c.Per i ZI Attached Figures. i i I i y Wood Structural Panel IWSP]Sheathing 2 WSP Attachment A-1 1 NTS 8D Nails @ 3"o.c.@ art. WSP Edges I: I IntermediaE Edge Framing Member,TYP Me I I i 2 nSP Attachment Callout i I, Qnn Z000 2j �- ) mL�x�D QNDD ^Vw t p� ja =a n o 0Z� e;w Residential t—{ p�D° °Drt"L rmni Concept Design Design8 ! aaoy °tom0y P»,33y Plan ONW� o V'- �.t...t'�<'I[M'F.'N'[ D G�-ID I , t i GENERAL NOTES AND MATERIAL SPECIFICATIONS: Residential IRC Construction SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12" long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement walkout, etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage cracks c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. ' b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xy.electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. ' c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fear=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_er=750 psi, Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. Ix6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: ' a.Blocking shall be solid blocking,2x minimum;and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side • Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End . d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d'@ 12"staggered a.All nails shall be common wire nails. b.Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code. I 2012 iECC Energy Efficiency Certificate m Ceiling I Roof 49.00 Wall 20.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.28 NA . - .. Heating System: Cooling System: Water Heater: Building Air Leakage Test Results Name of Air Leakage Tester Duct Tightness Test Results Name of Duct Tester Name: Date: Comments: REScheck Software Version 4.4.3 Compliance Certificate Project Title: Carpenter Energy Code: 2012 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 69 Clifton Ln Compliance:3.6%Better Than Code Maximum UA:112 Your UA:108 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. am Loam LCIMM UA L'u811t= L'JiBGidLJX Ceiling 1:Cathedral Ceiling 168 49.0 0.0 4 Ceiling 2:Flat Ceiling or Scissor Truss 288 49.0 0.0 7 Wall 1:Wood Frame, 16"o.c. 809 20.0 0.0 39 Window 1:Vinyl Frame:Double Pane with Low-E 108 0.290 31 Door 1:Glass 39 0.280 11 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 478 30.0 0.0 16 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in;he REScheck Inspection Checklist. e � Name Title Slgnat Dat I Project Title: Carpenter Report date: 09/21/16 Data filename:C:\Users\Gary\Desktop\Carpenter.rck Page 1 of 5 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2012 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-49.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-49.0 cavity insulation Comments: Where air permeable insulation exists in vented attics,a baffle(of solid material)is installed adjacent to soffit and eave vents.Baffles maintain an opening equal or greater than the size of the vent.The baffle extends over the top of the attic insulation. Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-20.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Building envelope air tightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. Air Barrier,Sealing,and Insulation Installation Criteria: A continuous air barrier is installed in the building envelope including rim joists and exposed edges of insulation.Breaks or joints in the air barrier are sealed.Air permeable insulation is not used as a sealing material. ❑ Junction of foundation and wall sill plates,wall top plate and top of wall,sill plate and rim-band,and rim band and subfloor are sealed. Comers,headers,and rim joists making up the thermal envelope are insulated. ❑ Insulation in floors(including above garage and cantilevered floors)is installed to maintain permanent contact with underside of subfloor decking.Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier.Crawl space wall insulation installed in lieu of floor insulation is permanently attached to crawlspace walls.Inspection of log walls is in accordance with the provisions of[CC-400. ❑ Spaces between fenestration jambs and framing and skylights and framing are sealed.Batts in narrow cavities are cut to fit;or narrow cavities are filled with insulation that readily fills the available cavity space. ❑ Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. ❑ Air sealing is installed between the garage and conditioned spaces. Project Title: Carpenter Report date: 09/21/16 Data filename: C:\Users\Gary\Desktop\Carpenter.rck Page 2 of 5 Exterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. Recessed light fixtures installed in the building thermal envelope are IC rated,airtight labeled at air leakage rate—2.0 cfm,and sealed to the drywall with gasket or caulk. Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space are air sealed. Plumbing and Wiring:Insulation is placed between the exterior of the wall assembly and pipes.Batt insulation is cut and fitted around wiring and plumbing,or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and piping/wiring. Air barrier extends behind electrical or communication boxes or,air sealed type boxes are installed. HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. O Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: Sunrooms that are NOT thermally isolated from the building envelope meet the requirements applicable to the building envelope. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturers installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as ducts or plenums. All joints and seams of air ducts,air handlers,and filter boxes are substantially airtight by means of tapes,mastics,liquid sealants, gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with air-impermeable spray foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Air handlers have a manufacturer's designation of air leakage of no more than 2 percent of design flow rate. Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. (2)Rough-in total leakage test with air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. (3)Rough-in total leakage test without air handler installed:Less than or equal to 3 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Lj Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. Ll For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service Water Heating(Sections C403 and C404). Circulating Service Hot Water Systems: Systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, (b)piping between water heater and kitchen or water heater and distribution manifold, Project Title: Carpenter Report date: 09/21/16 Data filename: C:\Users\Gary\Desktop\Carpenter.rck Page 3 of 5 (c)piping outside conditioned space,buried,or located under a floor slab, (d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is>3/4 inch nominal diameter, (f) piping runs>30 feet having 3/8 inch max diameter, (9)piping runs>20 feet having 1/2 inch max diameter, (h)piping runs>10 feet having 3/4 inch max diameter, (i) piping runs>5 feet having max diameter within the run>3/4 inch. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation. Ventilation: Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and in-line fan:2.8 cfm/watt. (2)Bath-/utility room with rated cfm>=10>and<90:1.4 cfm/watt. (3)Bath-/utility room with rated minimum cfm—90:2.8 cfm/watt. Swimming Pools and In-ground Spas: El Heaters have an readily accessible on-off switch. LI Heaters operating on natural gas or LPG have an electronic pilot light. Lj Schedule-capable automatic on-off timer switches are installed on heaters and pumps. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated pools and spas have a vapor retardant cover. Exceptions: Covers are not required when 70%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ll Within permanently installed fixtures,75 percent contain only lamps that can be categorized as one of the following.Or,a minimum of 75 percent of all lamps within permanent fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Exceptions: Low voltage lighting systems. Fuel gas lighting systems have electronic pilot lights. Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment;and results from any required duct system and building envelope air leakage testing.The certificate#does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) I, Project Title: Carpenter Report date: 09/21/16 Data filename: C:\Users\Gary\Desktop\Carpenter.rck Page 4 of 5 f Project Title: Carpenter Report date: 09/21/16 Data filename: C:\Users\Gary\Desktop\Carpenter.rck Page 5 of 5 •vvuw7w.orr949~vUJ..srl . Depar4hFrient of1ndaftrk1Aedden& UV 1 Congress S&ftt Suite 100 BOM14 MA 02114 2017 wW%ftz sxgov/dia Workers'Compensation bmuiame Affidavit:Dnilder8/Contrastore/EleeMdonWPlumbers. TOUFEM WnH THE pER1VIIT!'INJGAUTHO AnnHcsntlnformafog Mime mu Name(Badness/Orgaaization/mvidnal):CAPIZZI HOME IMPROVEMENT INC Address:164.6 NEWTOWN ROAD City/St:lte/Zip:COTUIT,MA 02835 Phone#•50842"518 Are you an employal fhe&the appropriate brut: --- 1.®I am a emplayar with em I Type of project(required): p oym awl andiorpartdime). 7. ❑ construction Z.❑ramasalePrvprIeturcxpmt mbipsudhmnoemploymworking formin any capacity[No workers'comp.loam=required.] S. Mrkemodeft 3.Q1 am ahomeowner doing all w o&nyself.DNo wo&m,comp.baimi cetequired j t 9. �❑D litioiz 4.❑I am a homeawnerand will be hhio$conbwms to conduct all wank on my propmty I wilt L�10 "'ulldig addition ensure thm all contractors either have wod=,compsnsation hum crew sole re 11.[]EleCtaicta] pairs or additions Woprietorawithno employ=. 5 I am a ge�at csmhactor aadI have hired tLe sab.contractars listed on fire ailached 12.QPlumbft repairs or additions These ors have employm and Lave wodww comp.inaimme�s 13.0Roof1epaire 6.QWeareawonand its oMcats Iwo w mind their right ofa=WamperMO c• 14.[]Odw 152,§1(4),and we have no arnpioyM.lido wormers°comp•msuram requiral *Any that dmb box#i must also fill outtLe section below showing 8redr warh aeon policy i�ommtion Homeowaeas who submit this affdavitindicating they are doing all wmkand tires bins outside cs must t�bunh a raswat�davlt' sock t Gntractars timtchecc ffits box moat attached an additional sheet die mne oftla@ employees wb ca m sass state whether notthoseeat have Ifihe i ol'8et�tlue' prsivida tizeaw0dwe COMA Policy mnber. .t mn an employer&1s provldfVWrkers' errsatlon insura>ce Mfor o� f+1*ftV Wf*ees Belowls thepolkcy audfob site insurance Company Name:AmGUARD INSURANCE COMPANY Policy#or Self-ins.Lie.#:R2WC527200 cpirstion Date:12!?.572078 Job Site Address,-- L �! l City/3tate/Zipr Attach a copy of the workers'compensat#on policy declaration page(Showing the policy number and to secure coverage as Failure expiration date). required under MOL c.152,§25A is a crlmi W violadou punishable by a lute up to$1,500.00 and/or on'5'-yqw ilnpmsonme�ss well as civil Penal#es m the form of a STOP WORX ORDER and a fine o up to$250.00 a day against the violator. ofdlis maybe forwarded to the Officefl on v coverage veati esdgations ofdre DIA for insurance I do hereby ePatns malt ofperJury thafthe or�mmfto>s �' provided gboveIs free and correct 0 508-428-9518 O ldd use only. Do nottvrke lie 0&area,to be cWWhAW by Ci'or tmt►n o fYddi City or Town: Permit/Limm-# IasulugAuthority(circle one): 1 BoardoYHeap 2.Doi! D ailment 3.Ci lTown Clerk- 4.Electrical 6 Other Inspector S.PfimtBingInspector Y Contact Person: Phone#: ACC)R® CERTIFICATE OF LIABILITY INSURANCEDATE(MM/° 12 29 2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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: ROGERS &GRAY INSURANCE AGENCY, INC. PHONE FAX A/C No Ext: A/C No): 434 Route 134 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# South Dennis MA 02660 INSURERA: AmGUARD Insurance Company 2390 INSURED INSURER B: CAPIZZI HOME IMPROVEMENT INC INSURERC: 1645 NEWTOWN ROAD INSURERD: INSURER E: COTUIT MA 02635 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE C RENTED PREMISESS Ea occurrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GE N'L AGGREGATE LIMITAPPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- A AND EMPLOYERS'LIABILITY Y/N R2WC655250 12/25/2015 12/25/2016 R11 TORY LIMITS —� ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? F N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis, MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED � ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD _ ; ., ►tlai achtas2t s-Dapar krnang,01 Public Saraty Board o Building Recgula►ions and Standards License:CW48,40 Expiration •5 0 CommiSSlonar 11/29/2010 w 'o o m U (D E w� O a > co J � i ; QU Z g e w o M llnreocted-buildings of any use Smp which o' contain less than 35,000 cubic Feet(991an)of i an: a ;I z enclosed space. a 1 1 O , a � c W W 0 O O F- N� to c0 dry d �1� ¢ a o Fallureto•pussess acurrent edltian of the itRassachusetts a U State Bulldln,g Code l$cause for nevocatlon of this ilcense. For DPS Licensing Information visit: wvwv.Mass.Gov/DP5 r, Page 7 of 7 Capizzi Home Improvement Inc. Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT I, DIANNE CARPENTER, OWN THE PROPERTY LOCATED AT 69 CLIFTON LANE IN CENTERVILLE, MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR,THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT_ IN ACCORDANCE 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. SIGNATURE OF OVY ER: OWNER'S ADDRESS: 69 CLIFTON LANE, C NTERVILLE MA 02632 OWNER'S TELEPHONE: 774-212-0520 LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 Newtown Rd., Cotuit, MA 02635 APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: :. 1 � .✓ gip. G..., , 7+. .� Ec •�t, �^�• *�•' �. � ! -art� I� � TIm Hill i i' i x•' E .-.i_ rw✓/ L. y e �. a . r., r-k 'ate •$. �.--- # • ,`, 1' F A ..OF, i a r i i • '�`;.,. §p `� e�i� '�u�+L`�f" ` ;�xs� 4F "� n� rN r r�. � a t a„ � ` `�,- 'L i t n v fit'-` �Y aY "•�. s Y �1'� y /� f y .. "`»...r.,,A, r�' .t•.�.�f .. . ..c.'L,f: "�¢cc,"' �....1;.��....sv.�^`.ws«'Lr F�„�S?.i..a.'�k�� .4�`��A6 .! G/4,.."�... ., �` — ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a LI-1 Parcel ,2 4 71s 7` Application # Health Division Date Issued 31 9//S Conservation Division Application Fee Planning Dept. Permit Fee HIF, Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Z_ i Village Owner pia., p Cc,A!Ot2z 4-r.4— Address !,q CI Agy C.v Telephone 77 Z!Z-- o s -;-0 Permit Request - o,,/ G eL d P J 5,, �cL2 s c►..� U d,, r�g� -rs- wc.- ,l M,y o i etiJ,Yti s Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 0— Flood Plain Groundwater Overlay Project Valuation jcq. -s- Construction Type PJ S,( 545A-er" ) M4,6% 4-95K-� Lot Size . -3-1 &C Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family (# units) Age of Existing Structure Otis Historic House: ❑Yes N(No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wq /coal stove: 0-bs ❑No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing`''C] net size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes lA No If yes, site plan review# Current Use !o Q_R, Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name E^ d/L-s s Min Schad_ Telephone Number Address Sf License # 05 q6l I �L& JAr&.� W i(kp) Home Improvement Contractor# /?4K1 el Worker's Compensation # o D oo f?�04 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ��/ ► �✓� ski (.✓psf�,,�o--5� ,M/� or--se) SIGNATUR �� DATE lZ <� 1 - FOR OFFICIAL USE ONLY " APPLICATION# ' ` DATE ISSUED ;f f r MAP/PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: .. f�FQUNDFiTION r ,�-u'�;J."L -��r��!,�,�.:f:• `�,.. FRAME FIREPLACE r . r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING c .51(plismz— DATE CLOSED OUT r ASSOCIATION PLAN NO. Regulata Se ^vices` t ; rY �* T Thonzss B.Gener,Director s639• �$ p - bb,, yT W1 ding Dxvxs�on .. . . Tonr1'eM,Building Con mfssioner ' r 200 Mgn Street,Hyannis,MA 0260i . $' .toYM.barnstabte,ana.us Office: 508-862-4038 ; Fax;' 5;08-7904230 M .. Property Owner Must Complete and Sign Tli%s.Section, µ` •Zf�A-Builder as Ownerof&e'su jectp=oPerty hereb authorize zeLin.►.d .►c�l� E,,;!lk 5 . 11„ t� �,� to act on mY behalf, in all matters relative to•work authorized by this buildzr►g peniiit application for It- {AddxeS spfj ob) Srgnatnze of er Date Pent I\Ta.me f Prope (? rier IS applying fPr Perftnt please com lete the`` Honieowmets Z. cease Exempt on Form on 6 Me, w r - -. • - • - -. a .. {« •. III LEONARD ENGINEERING, INC. 251 Mundy Street,Suite C Wilkes-Barre,PA 18702 (570)208-7233 www.LEIdesigns.biz January 20,2015 Jim Laskowski Endless Mountain Solar Services 288 Kidder Street Wilkes-Barre,PA 18702 Re: Carpenter Residence,69 Clifton Lane,Centerville(Barnstable),MA Dear Mr.Laskowski, As you requested,I have performed a structural evaluation of the roof framing at the above referenced residence.It is my understanding that solar panels weighing approximately 4 pounds per square foot(psf)are proposed to be installed on south-facing sides of the main roof. Per your inspection and layout plan,the roof is a gable structure framed with 2x6 rafters spaced at 24" on center. The rafters slope at a 5:12 pitch and span 13'horizontally from ridge to exterior bearing wall. The Massachusetts Amendment to the 2009 International Building Code snow map indicates the design ground snow load in Barnstable is 35 pounds per square foot(psf), which translates to a flat roof snow load of 24.5 psf.The dead load of the rafters/sheathing/shingles is approximately 10 psf and the addition of the solar panels results in a,total dead load of 14 psf and overall total load of 39 psf. For this evaluation, it was assumed the wood members are typical spruce-pine-fir mix, No.2 or better. Our calculations indicate that the 2x6 rafters are stressed to 171% of their total bending capacity under the code-required snow loading plus the existing dead loads with the new solar panels.The rafters are only stressed to 55% of their shear capacity. Therefore, in order to safely install the panels,I recommend sistering 2x6 rafters to each of the existing rafters below the proposed solar panels to increase their bending strength.The added members shall extend to within 12" of each end of the existing rafters and shall be attached with 10d nails at 12" on center, top and bottom, staggered. If an existing rafter is split or damaged, an additional member shall be added to both sides of the rafter. If the existing rafters are damaged near the ridge or wall bearing location,at least one sistered member shall extend to the ridge or just past the wall. Because of the severe rafter deficiency throughout the roof, it is strongly recommended that all the rafters are reinforced, not only the ones supporting the new solar panels. The above recommendations and opinions are based on the above information provided by you and the assumption that the framing members are in sound condition.Any deviations from the above criteria discovered during the course of the work must be immediately brought to our attention. Please call me with any questions. L' I"of�fgssq� Thomas Leonard,P.E. t� T tiG President HOMAS G. LEONARD m STRUCTURAL co �No.49749 �Mk,TV.G\�t� jp(V AL The Commonwealth of Massachusetts Department.of Industrial Accidents W Office of Investigations 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): Endless Mountains Solar Services Address:288 Kidder St City/State/Zip:Wilkes Barre PA 18702 Phone #:570-820-5990 Are you an employer? Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 10 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling These sub-contractors have ship and have no employees �` 8. ❑Demolition ' working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance . comp. insurance.1 - required.] 5. ❑ We are a corporation•and its 10.❑ Electrical repairs or additions officers have exercised their I I. Plumbing 3.El I am a homeowner doing all work ❑ g 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 Solar employees. [No workers' 13.❑■ Other comp. insurance required.] *Any applicant that checks box 41 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:HDI-Gerling America Inc Co. Policy#or Self-ins. Lic. #:000087613 Expiration Date:5/9/15 Job Site Address: 69 Clifton Ln City/State/Zip:Centerville MA 02632 Y 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.$250.00 a day against the violator. Be advised.that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification.- I do hereby certify under the Ins and penalties of perjury that the information provided above is tr a and correct Signaturg Date: 2 Phone#: 5708 059 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: ENDLESS MOUNTAINS SOLAR SERVICES, LLC 39A SOUTH STREET,WESTBOROUGH,NIA 01581/OFFICE(508)870-9794 FAX(508)532-3562 WORK ORDER HIC#174479 Reg:BBB of Central NE Demo Date&Time: % Referred By: -re _ Type of Installation- Roof/Ground J Ballasted Buyers Name: l a yip f Jae vt�t— r Roof Type Shingle j Metal/Rubber/Other: Address: ii Roof Pitch- 0 10 15°22�2 30-35"40"45'Other. City: Cep -e Vr tie State:.MA Zip: ' House Type- Ranch/Modular/Cape/Other: Phone: 77 House Stories- _Single/Two/ ee/Other: Email: Cd)vi Service Panel Fuse/60A/100 200A/Other: Notes: COMPLETE SOLAR PANEL SYSTEM PACKAGE Solar Energy System Description: . tiotar atodntes _ - tom. i ..w� � • � �� p ��s ��-�$- �i�r PG; s 4 Terms: Payment Plans Based On Current Interest Rate COST OF SYSTEM: CASH OR CHECK aw 53;n Suli Total.._............... CREDIT CARD(movisA/AMEx(DlscovER) C Tax.........::.......................... ....:......... $_ - Total................................... ............... $ SELF FINANCE Deposit Received ............................. ........... $' Q Balance Due ............................ .............. $ EMSS FINANCE OPTION I AUTHORIZE PAYMENTS HEREUNDER TO BE MADE TO MY CREDIT CARD exp.date / Company Representative: 71 Buyers Signature:.,;'~ + aC. IMPORTANT CUSTOMER INFORMATION Any claims,discounts and/or promises made or otherwise offered during any sales . Date: / In-71 presentation must be in writing on this Work Order in order to be valid Additionally,any By signing this ork Order,I hereby fully ac owledge and agree to the terms of this Order deviation of original specifications of the services to be performed or additions to those Form as well as the Terms and Conditions on the reverse side of this Work Order or otherwise specifications by Buyer must be approved by EMSS and may incur additional charges. attached hereto,and further agree to pay all amounts due in accordance with this Work Order. &ZeonUazaracuealC�z a�� ir�aiccLcc�eCCy�' Mee of Consumer Affairs&Business Regulation License or registration valid for individul use only i' before the expiration date. If found return for OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation WR e g i s t ra.t i o.n A 7g479 Type! 10 Park Plaza-Suite 5170 Expiration �1p2g/-2017 Supplement 1",ard Boston,MA 02116 ENDLESS MOUNTpINS}SOL;R SERVICES,LLC. ENDLESS MOUNTAINSSOLAR{S,ERVICES { LLOYD.JACKSON M KIDDER STREET WILKES BARRE,PA 18702 Undersecretary of vali ithout signature,' �Zo ATE ,a►.� CERTIFICATE OF LIABILITY INSURANCE 1/5/25/2° '°°"Y„Y' � 015 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 Sharon Zaccone NAME: Eastern Insurance Group P"o"E (570)819-2000. FAc o.(570)819-4000 613 Baltimore Drive E-MAILag,ss.szaccone@easterninsurancegroup.cotn INSURERS AFFORDING COVERAGE .NAIC# Wilkes Barre PA 18702-7980 INSURER A:HDI-Gerling America Ins Co 41343 INSURED - - INSURER 8 Endless Mountains Solar Services, LLC, DBA: INSURERC: 286 Kidder St INSURERD: INSURER E: Wilkes Barre PA 18703 INSURER F: COVERAGES CERTIFICATE NUMBER:2014-2015 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 rypE OF INSURANCE ADDL SUBR - POLICY EFF POLICY EXP LTR POLICYNUMBER MMIDDIYYYY1 (MMIDDIYYYYl LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ A CLAIMS-MADE OCCUR EGGCO00087614 /9/2014 /9/2015 MED EXP(Any one person) $ 5,000 PERSONAL 8ADVINJURY $ -1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC - $ - AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT Ea accident 1,000,000 A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED EAGCCO00087614 /9/201.4 /9/2015 BODILY INJURY(Per accident) $ - AUTOS -AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per acc dent Medical Expense $ 5 000 UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE _ AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENTOFFICER/M - $ 1,000,000 (Mandatory in ER EXCLUDED? NIA WGCC000087614 /9/2014- /9/2015 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 � If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) - i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 'Town of Centerville ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main St Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Sharon Zaccone/SZ ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INW125 nntnnsi nt Tha firewn name and Inn^ara rania+ararl marlra of arnpn 4 Massachusetts -Department of Public Safety _. Board of Building Regulations and Standards Con%trarti„n Suprni• r License. CS-054562 *t LLOYD R JACKSON - 37 LADYSLIPPER DR SHREWSBURY MA, 0Ik 5 f Expiration Commissioner09/1412015 W Office of Consumer Affairs and 2usiness Regulation 10 Park Plaza'- Suite 5170 Boston;Massachusetts 02116 x Home Improvement C� now.tfa ctorRegistration Registration: 174479 Type: LLC { h Expiration:' 1/28/2017 Tr# 261910 ENDLESS-MOUNTAINS-SOLAR- MICHAEL PITCAVAGE 288 KIDDER STREET n, WILKES BARRE, PA 18702 Update Address and return card.Mark reason for change. _ Address Renewal Employment 0 Lost Card DPS-CA1 is 50M-04/04-G101216 ., 4, ; Office oto> uum rr Affairs&BVines�tt'� License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR. before the expiration date. If found return to: Registration: a]74479 Type: Office of Consumer Affairs and Business Regulation T.EESSMOUNT#111— Expiration- .1f281 017 LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 S:OLMERVICES,LLC ENDLESS MOUNTA'I 1 ERVICES MICHAEL PITCAVAGF�ri ��4 _^_ 288 KIDDER STREET` �-7,��_�- WILKES BARRE,PA%1.8702=,,. ..'' Undersecretary ). �ot valid without signature SYSTEM SPECIFIACTIONS Endle*s's Mountains. ENPHASE M215-60-240V LINE DIAGRAM KWDC:4.95 SOLAR SERVII:CES KWAC:3.87 AC VOLTAGE: 240 AC AMPS:16.2 AC DISCONNECT SIZE:30 MODULES/QTY:SOLAR WORLD 275/18 ENPHASE CABLE BLACK-L1 RED-L2 WHITE-NEUTRAL GREEN-GROUND JUNCTION BOX. 2 POLE 20 AMP B CIRCUIT BREAKER PER BRANCH CIRCUIT 8 AWG WIRE (FROM COMBINER TO I 10 AWGAWIRE(FROM SOLAR ARRAY TO COMBINER) - - INTERCONNECTION) HI RRAL GROUND - AC SUB PANEL - - a ` _ 6AWG 6AWG METER .. TERMINATOR CAP O -- INSTALLED ON END OF CABLE TO METER OR AC DISTRIBUTION UP TO 17 M215s PANEL PER BRANCH CIRCUIT REC METER m 8 AWG WIRE 1-2 POLE 40AMP - (FROM COMBINER TO - CIRCUIT BREAKER AC DISCONNECT. INTERCONNECTION) TO BE INSTALLED FURTHEST NONFUSED 34•EUT AWAY FROM MAIN BREAKER En ETHERNET CONNECTION ENVOY COMMUNICATIONS GATEWAY / TO BROADBAND ROUTER. _ e enphase COMPANY:ENDLESS MOUNTAINS SOLAR SERVICES NEUTRAL GROUND 120 Vac POWER CABLE - 288 KIDDER ST AC DISTRIBUTION PANEL b AWG WILKES BARRE PA 18702 (S70)820-5990 OR 5UB-PANEL - - - 200 AMP SERVICE DRAWN BY:)AMES LASKOWSKI -NEW BY OTHER"" CUSTOMER:DIANE CARPENTER 69 CLIFTON LN CENTERVILLE MA 02632 774-212-0520 EXISTING UTILITY METER B(ISTINO SERVICE PANEL PROPOSED'NET METER PROPOSED AC'DISCONNECT PROPOSED'REC METER 14 MODULES &12 3 MODULES 3 MODULES 2 MODULES I C0MPANY: ENDLESS MOUNT+4INS SOLAR SERVICES 288 KIDDER ST S0UTI-1127 WILKES BARRE PA 18702 SYSTEM SPECIFICATIONS DRAWN BY:JAMES LA:SKOWSKI DIANE CARRE'NTE'R SIZE:4.`5 CUSTOMER: MODULES 69 CLIFFON LN CENTERVILLE MIA 4Xc2 � TYPE�aLAR�d0 �� , A OUFdT:1$ 447-212-052 Enphase®Microinverters Enphase@M215 0 a 3'; The Enphase' M215 Microinverter with integrated'ground delivers increased energy harvest~and'- reduces design and instal lation'com plexity with its'all-AC approach. With the advanced M215, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter.This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M215 integrates seamlessly with the Engage"Cable, the Envoy®Communications, Gateway", and Enlighten", Enphase's monitoring and analysis software. PRODUCTIVE ` SIMPLE RELIABLE ' - Maximizes energy production - No GEC needed for microinverter More than 1 million hours of testing - Minimizes impact of shading, -'No DC'design cr string calculation and millions of:units shipped dust, and debris required Industry-leading warranty, up to 25 - No single point of system failure - Easy installation with Engage years Cable [mil enphase S�" E N E R_,G Y c us w Enphase®M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22-IG/S23-IG/S24-IG Recommended input power(STC)' 190 270 W $=r A Maximum input DC voltage 48 V a Peak power tracking volt g r "P 27 V .39 Operating range 16 V-48 V Min/Max siart voltage "�:. 22 V/48 V= n S„ w , Max DC short circuit current 15 A 3i Max input curr6n't OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power )22�5 W:# Rated(continuous)output power 215 W 215 W Nominal output c rrent ` „T r.* 1 14A`(Q rms at nominal duration) ;ti 0 9'A(A rms at nominal duration) .,�.r :,.: ....,.. .s;:aa._.,'s�;x :�..w�aiaa ',aiw3.......,,9 •,wr .,:,:.:.-. t : Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range61Nz`.. , r 60 0°/57=61 Hz - _ Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor r _ — Maximum units per 20*A branch circuit 25(three phase) 17(single phase) ;Maximum output fault current .,p: .^4 � 850 mA rrms;for-6-cycle 850 mA'rms for,6tcycles ,� . EFFICIENCY CEC wet'hted efficienc 240 VAC t96 5% -,. _ CEC weighted efficiency,208 VAC 96.5% Peak inverter efficiency 96.56/6' Static MPPT efficiency(weighted,reference EN50530) 99.4% r's- `�• �:t�.�uu+,ts"e}+�5. •aaa�,r+ate �i�.. �•, ,� - �'�—5... s , "``«" r-:°� "'".� �.�'° az ,Night time;power consumption 65 mW max MECHANICAL DATA t ature_ a{nemper - ge ^y '_ - 'kr ' � • Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Wel ht� Y'§ r, ,� �a� �' eq % 1 6 kg"(3'4 lb;s)T—Vc t,. "� .,r 9 . nA r"fr,=^"ts?• r.__+ 3�1'•• _hS, §`_,,;.. ;r rt .dx ... .t. s,__a.:.;k+ *A.i..g.�y,.N' d.;�4,..; 'A,''•s:....�.,,.t :.A. -r,.,a��rt Cooling Natural convection-No fans Enclosure environmental rating.°'--� ;-, ^.- , Outdoor, NEMA 6;• u .,. . r _ _. FEATURES y Compatibility ;, `lwCompatibletwith'60 celI PV modules' `" '' ill `# ` t ; w � � a.any -:.._..�.,�.,:�k>,.�,�...�i»�r::�r•. .... .� Communication Power line Integrated ground s The DC circuit�m�`eets erequiie tt' ments for,ungroundied PV aays in3 NEC 690 35',Equlpment ground is provided in the Engage Cable No Y t .'l A•►' "- t�+. •'mow•-:'7. ,4..L +M, add�tlonal,GEC,or grounds required Ground fault protection(GFP).is , integrated into the microinVert&._. ... Monitoring Enlighten Manager and MyEnlighten monitoring options Compliance , UL1741/IEEE15,47, FCC Part 15 Class B,CAN/CSA C22 2 NO',0 M91,{ w•p+^7"w^;.+r .. :fi,' c,� ^,:�,»?L +w•aa+fi; —tom.,.-,r ..i 0 4-04;and 1071 *Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, ( 1 enphaseo visit enphase.com L E N E R G Y 0 2014 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. S' -un f a d`ul. � rag s ®no g _ _ _ _ - �m _ E TUV Power controlled: TOVRh6inl3nd Lowest measuring tolerance in industry- - ��0.000002p1�1` Every component is tested to meet 3 times IEC requirements Z it Designed to withstand heavy ' accumulations of snow and ice i Sunmodule Plus: Positive performance tolerance 1 J ' I�•r 1 25-year linear performance warranty and 10-year product warranty J , ^ World-class quality CUMM.a.IEC 61216 3 A •Ammanip reslsdnee Fully-automated production lines and seamless monitoring of process and material V 5°fary l°tl°C,IEC 01730 9 (� g reared Y P g P D E Pallodielnepo m gN.a awNc•Padadla lespaarlan ensure the qualitythat the company sets as its benchmark for its sites worldwide. M°"" d—l`m SolarWorld Plus-Sorting Co 0 PEFPnprrANCa TEs1so Plus-Sorting guarantees highest system efficiency.Sofa rWorld only delivers modules that - a fiALTMI6TflE315 AM PHOTQJOLTNC Pp000Ci C+ US have greater than or equal to the nameplate rated power.°.; �J UL 1703 25years linear performance guarantee and extension of product warranty to 10years Off � r SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of � E0 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.* 'in accordance with the applicable SolarWorld Limited warrantyat purchase. 1 1 l www.solarworld.com/warranty EG e SOLAR WORLD MADE IN USA solarworld.com We turn sunlight into power. Sunmodu1e;-1P1usSW275mono PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)" PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power Pm„ 275 Wp Maximum power P_ 205.0 Wp Open circuit voltage V� 39.4 V Open circuit voltage V., 36.1 V Maximum power point voltage V 31.0 V Maximum power point voltage Vm 28.4 V Short circuit current Ismoo 9.S8 A Short circuit current I c 7.75 A Maximum power point current Im,p 8.94 A Maximum power point current Im 7.22 A •STC:1000 W/m2,25•C,AM 1.S Minor reduction in efficiency under partial load conditions at 25'C:at 200 W/m�100% 1)Measuringtolerance(P,,,)traceabletoTUVRheinland:+/-2%(TUVPowerControlled). (+/-2%)ofthe STC efficiency(1000 W/m2)is achieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 46"C Cell type Mono crystalline TCI 0.004%/K Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC.0 -0.30%/K Front Tempered glass(EN 121S0) TCp -0.45%/K Frame Clear anodized aluminum Operating temperature -40"C to 85'C Weight 46.7lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS lu 1000 W/mr __- Maximum system voltage SC11 1000 V Max.system voltage USA NEC 600 V 800 W/m' Maximum reverse current 16 A Number of bypass diodes 3 a 600 W/m2 UL Design Loads' Two rail system 113 psf downward t 64 psf upward 400 W/m' 170 psf downward UL Design Loads' Three rail system 64 psf upward 0 200 W/m' 113 psf downward IEC Design Loads' Two rail system 50 psf upward 100 W/m' 'Please refer to the Sun module installation instructions for the details associated with these load cases. Module voltage IV) V. ADDITIONAL DATA L-x4 37.44(951) Powersorting' -0 Wp/+5 Wp — ` 1-Box IP65 Connector MC4 11.33(288) Module efficiency 16.40 Fire rating(UL 790) Class C 0.6 15.3 41.30(1050) VERSION 2.5 FRAME Compatible with both"Top-Down" Version and"Bottom"mounting methods 2.5frame 4Grounding Locations: 65.94(1675) bottom 4 corners of the frame mounting 4locations along the length ofthe holes module in the extended flanges 1.34 34 x4 Independently created PAN files now available. � I I�4.20(107)t Ask your account manager for more information. 1.22(31) F�- 39.41(1001)--�I All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6005US 08-2013 GreenFasten GF1 — Product Guide Installation Instructions loy '` L�° "# �jjj' j 1�� '.. n�,.` �' "r� .{�'' .a1 mot'%.k° ,a�•..t�.. i` , � t�� p � '. -- �� , j "�„� -fatiiJ- •tip e'�'��a `�f {� �� ;,� - � b..*�o- �'...:"°t-'�,er>:::wi�w -=.nw�aC�*imr��Y'e •� �� "�`,.�_�`�. 2 3,- 4 a f t 1. Locate the rafters and snap horizontal and vertical lines to mark the installation position for each GreenFasten flashing. 2. Drill a pilot hole(1/4"diameter)for the.lag bolt.Backfill with sealant.* 3. insert the flashing so the top part is under the next row of shingles and pushed far -1_ G enough up slope to prevent water infiltration through vertical joint in shingles. 4. Line uPpilot hole with GreenFasten hole. 5. .Insert the lag bolt through the EPDM washer,the top compression component s < 'd• , 'r 43 t� >Y� �d�M (L-Bracket pictured)and the gasketed hole in the flashing and into the rafter. 6. Torque to 140 inch-pounds . Consult an engineer or go to www.ecofastensolar.com for engineering data. *EcoFasten recommends an EPDM mastic. 4 5 6 kid u j 877-859-3947 Committed to the Support of Renewable Energy 0 EcoFasten Solar®AII content protected under copyright.All rights reserved.05/29/2012- 2.1 GreenFastenT" GF1 — Product Guide Installation Instructions * Use for vertical adjustment when leading edge of flashing hits nails in upper shingle courses `j,?Ily �jtY �- . Slide flashing up under shingles until leading edge engages 2. Remove flashing and cut"V"notch at marks where nail shafts engaged E s nails.Measure remaining distance to adjust upslope. leading edge of flashing the distance desired in Step 1.Notch depth not j, to exceed 2"length by 1/2"width. } � Nails beneath shingle Placement of"V"notch ! P I �., ypt j•�� f �x�' .e�,�x�*ice �'d. � _�44�� y6p�.�r+y lit 3. Reinstall flashing with notched area upslope. 4. Position notched leading edge underneath nail heads as shown. Nails beneath shingle Nails beneath shingle r !fir } 877-859-3947 Committed to the support of Renewable Energy ©EcoFasten Solar®All content protected under copyright.All rights reserved.07/12/2012 2.2. UNORAC SOLARMOUNTTM 0 D 0 o LH Jr°�al:a.Illl ] (Patent Pending) j rL SolarMountTm shown flush mounted i w in landscape(horizontal)mode ".,>.� 'at .' � .*s. rE � �.. .. +ri�'"v- ..,.•.,,.. a try^ s - �, .., .. +y'v`"'�r � t,, rv. _ .c a�`w ��v �.-K„e^� �+' ��. 'Sti+m SOLARMOUNTS fare the easiestfas_t_est; andsafesway ; tomstallal?Varra n the,roof ofv�rtuall anybuild►n :F , Universal —Any 64 Watt or larger, framed PV module Bi-Directional Mounting ' Mount your modules in sold in North America can be mounted using landscape (horizontal) mode, as,shown above, or.in SolarMount. (See PV Module Compatibility`List on the portrait(vertical) mode. if you have limited roof back page.) ` space, you can even use,both orientations in a single installation. Roof Top Assembly— Because of its "top down" clamps,"SolarMounts are ideal for use with the new �j ' Meets Building Code Requirements—Whether the "plug 'n play" PV modules. An entire array"can be roof is pitched or flat, and regardless of the roofing fully assembled and wired where they'll.be installed,—_. material, SolarMount will securely attach your PV array on the roof. This eliminates the awkward hazard of to your roof in compliance with U.S Building Codes. lifting partially assembled arrays to the roof, and then (See "Building Code Compliance"on the-back page.) mounting and adjusting them on their footings. Quick and Easy Installation —Continuous, dual slotted SolarMount rails provide the ultimate in adjustability. (See inside for details) No more re-drilling holes, or repositioning footings. UNORAC® F_ SolarMount is a "patent pending"mounting system designed for easy,safe and fast on-the-roof installation of PV modules. No more lifting cumbersome,pre-assembled arrays from the ground to the roof. ► SolarMountTm Dual Slotted Rails SolarMount rails have a Footing Bolt Slot that provides infinite flexibility for positioning SolarMount footings. Module You can always lag directly into a roof member for maxi- Bolt Slot mum structural integrity. The Module Bolt Slot provides equal flexibility for mount- ing your modules. The result is that SolarMount can mount any module on virtually any roof. .:. _ Footing Bolt Slot ► SolarMount "'Top-Down"' Module Clamps Modules attach to the rails from the top with unique —1 l SolarMount clamps. — - First, attach the footings to the roof, and the rails to the footings. Then, use the SolarMount clamps to attach the modules to the rails from the top - one module at a time. i _, i SolorMounts can easily be mounted in either landscape rr "' (horizontal array) or portrait(vertical array) mode without Portrait any special added parts. Mode A variety of SolarMounts are available for mounting from two to as man as nine modules, depending on module V Y P 9 l landscape d size. And, SolarMounts can be set end to end to create e extended length arrays. (See Splice Kits on the facing page) r-cJM1OUMTTm SOLAY�i ► "L., Footings The standard SolarMount "L" shaped foot is designed to _ } bolt through existing roofing material to the rafter, and to be sealed with an appropriate roofing sealant under each footing. Two vertical mounting holes provide for adjustment of the height of the SolarMount rail. - - ► Standoffs Round standoffs (3",and 6" tall) are also available. " f° $� They are installed under the roofing material, and are compatible with Oatey 1'/4" diameter elastomer collared flashings and other non-collared flashings. (Visit www.oatey.com for details of Oatey flashings) ► Tilt Legs Standard SolarMount are designed to be flush mounted on a pitched roof. If the roof is flat, or if the roof pitch is too low, tilt legs are available to lift your array to the desired angle to the sun. The maximum angle can vary from'25 to 45 degrees from horizontal, depending on.the size and ori- entation of the SolarMount and your PV.modules. . '...'= ► Splice Kits - SolarMounts can be mounted end to end in order to create continuous rows of modules. Simply splice as _ __.. many SolarMounts together as required. , y,. r ' Id PV Module Compatibility List ASE ASE100, ASE300 AstroPower AP-65/75, APX-90, AP-110/120, AP-150, AP-6105/7105, AP-1106/1206 BP Solar BP270/275, BP585/590, BP2150, MSX-120, SX-75/80/85, SX-110/120 Evergreen EV-94/102 Kyocera KC-70/80/120 Photowatt PW750, PWX1000 Siemens SP65/70/75, SR90/100, SM100/110, SP130/140/150 Uni-Solar .US-64 Call UniRac or your PV dealer for any PV module not shown. SolarMlountTM Component Specifications 10 Year Limited Warranty ® SolarMount Rails and Mounting Clamps, Tilt Legs UniRac, Inc.warrants to the original owner at the original installation site and "L" Shaped Footings—6061-T6 Aluminum that SolarMounts shall be free from defects in material and workmanship Extrusion for a period of ten(10)years from the earlier of 1)the date the installation is complete, or 2) 30 days after the purchase of the SolarMounts by the © 3" and 6" Standoffs —Grade 5 Zinc Plated, original owner. This warranty does not cover damage to SolarMounts that Welded Steel occur during shipment,or prior to installation. ® Fasteners— 304 Stainless Steel If within such period the SolarMounts shall be reasonably proven to be defective,then UniRac shall repair or replace the defective SolarMounts,or part thereof,at UniRac's sole option.Such repair or replacement shall fulfill Building Code Compliance all UniRac's liability with respect to this warranty. SolarMounts are designed to comply with the This warranty shall be void if installation of the SolarMounts are not per- Uniform Building Code, 1997, Chapter 16. See formed in accordance with UniRac's SolarMount Installation Guidelines,or if the SolarMounts have been modified,repaired or reworked in a manner Installation Guidelines for details regarding specific not authorized by UniRac in writing,or if the SolarMounts are installed in modules and loading. an environment for which they were not designed. UniRac shall not be liable for consequential, contingent, or incidental damages arising out of use of the SolarMounts. UNIRAC UniRac, Inc. 2300 Buena Vista, SE, Suite 134 Albuquerque NM 87106 USA Phone: 505.242.6411 Fax: 505.242.6412 e-mail: info@unirac.com www.unirac.com 8/01 t K y13�162 Town of.Barnstable ct# - T D#rz 6 months from i e a Regulatory Services Fee * =naxsrestt KAM `0� Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Map/parcel Number o q. 1 Not Valid without Red X-Press Imprint Property Address. l C'/�--TO// �Al C e afei,-U/�C_e_ 4'1, 11.7.10 3Z Residential "Value of Work G 00 0� Minimum fee of$35.00 for work.under$6000.00 Owner's Name&Address -t>t A n/eve 5 • G A/2 p-e n+,f ti" k GLi i::�rvi2 Liy C-e#re.vyi'le 1114 3 y Contractor's Name 6 UJ f �d ��jdi d2/ /l0i'J1 "1✓ �elephone Number /Z Home Improvement Contractor License#(if applicable) tv NU1 I o -PRESS PERMIT Construction Supervisor's License#(if applicable) �0 [94orkman's Compensation Insurance Check one: R❑ I am a sole proprietor TOWN OF BARNSTABLE I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name 4 d 1 0 C 1+t e d )�InI l oy e dJ A)J i 1JVNI t (0m. , Workman's Comp.Policy# 3 D -A 2 l 3 V. Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. [�Re-side J. Going over existing layers of roofl '/ lt1�i/�� (e414✓ 04 .Y '/L./i�J Al '4 l' ��}C/L 0( �JOtldti' C egr..¢iAlteed c'ro11;99 ,r #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35).#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historuy Conservation,etc. ***Note: Property Owner must gn Property Owner Letter of Permission. A copy e H m provement Contractors License&Construction Supervisors License is requi d. SIGNATURE: C:\Users\decollik\AppData\Local\Microso dows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doC Revised 072110 The Commonwealih of Massachusetts - 1epartment of Industrial Accidents Office of Investigations 600 TYaAington Street E Boston,`MA 02111 3 ' Y .E www.mass.govp/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/E.lectricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 6 me Trn PR e y e Address: .1 G 14 N e W-h-U0 in Rp City/State/Zip:. .• '�,-4- = J�,f ' 3J ..Phone##: G f Y ' Are you an employer? Check the appropriate bog:' " Type`of project(required): am a employer with �- 4. 0 I am a general contractor and I 6; ❑New construcfion employees (full and/or part-time).* have hired the sub-contractors K 2.❑ I am a sole proprietor or partner listed on the attached sheet. .1: �'Remodeling` ship and.have no employees These sub-contractors have g_ 0 Demolition. workingfor me in an capacity. employees and have workers' y P tY 9. ❑ Building addition , [No workers comp: insurance-_ ` comp:insurance..t , required.] 5: We are a corporation and its 10.� Electri.cal repairs or additions: 3.❑,I am a homeowner doing all work officers have exercised their 11.E]-Plumbing repairs or additions myself. [No workers' comp. right of exemption MGL 12.[] Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.VOther comp:insurance required.] *A.1y applicant thafi-checks box 41 must also fill out the section below showing their workers'compensation,policy informa'ion. 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 theub s -contractors have employees,they must provide their workers'comp-policy number. I am an employer that isproviding workers'compensation insurance for inv vm,vloyees. Below is the policy`and job site information. f At Insurance Company Name: g Policy#or Self-ins.Lie.#: ' '� �' '� " Expiration,Date: Job Site Address: C1I ,all 44IVe` City/State/Zip: e,Pd yvi�lr° I 4 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification: , I do hereby certify unde he ns and penalties of perjury that the information provided above is true and correct. Si ature:: Date Pal/z 3 2:Oe v Phone Official use only. Do not write in this area,to be-completed by city or 'town offieaaL City or Town; ' Permit/License# Issuing Authority(circle one): oard`of. ea.Ith 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6:Other . Contact Person: Phone#: Client#:47298 CAPIHOM ACORD,. CERTIFICATE OF LIABILITY.INSURANCE UATE /YYYY) 12/28/208/2011 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 Karen A Walther,CISR - Rogers&Gray Ins.-So.Dennis 4630 PHONE FAX 877.816.2156 AIC No,Ext:508.760. AIC,No: 434 Route 134 E-MAIL > ADDRESS: - South Dennis,MA 02660-1601 INSURER(S)AFFORDING COVERAGE NAIC# 508 398-7980 uvsuRERn:National Grange Insurance Co. INSURED - INSURERB:Associated Employers Insurance " Capizzi Home Improvement,Inc. CNA Insurance Companies _ - INSURER C: p - Capizzi Enterprises,Inc. 1645 Newtown Road INSURER D Cotuit,MA 02635 .INSURERE: INSURER F: COVERAGES CERTIFICATE,NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN,IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLS.UBR - POLICY EFF POLICY EXP .LIMITS } LTR INSR WVD POLICY NUMBER MMIDD MMIDDIYYYY A GENERAL LIABILITY MPB1075H 06/108/2011 06/08/2012 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence s500000 ' CLAIMS-MADE F XI OCCUR ,, �` • MED EXP(Any one person) $1 O 000 " PERSONAL&ADV INJURY $1,000,000 r GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: k ° , PRODUCTS-COMP/OP AGG $2,000,000 , POLICY PRO- JEC T LOC $ A AUTOMOBILE LIABILITY M1 M28044 - 6/08/2011 06/08/201 COMBINED SINGLE LIMIT. - Ea accident 500;000 ANY AUTO - � �' - -� BODILY INJURY(Per person) $ _ ALL OWNED F-,--1 SCHEDULED - -AUTOS AUTOS BODILY INJURY(Per accident) $ ` � ' X HIRED AUTOS X NON-OWNED .. PROPERTY DAMAGE - - - AUTOS - Per accident $ A X UMBRELLALIAR X OCCUR CUB1076H 6/08/2011 06/08/2012 EACH OCCURRENCE $5 000 000 EXCESS LIAB CLAIMS-MADE - AGGREGATE - $5 000 000, DED X RETENTION$$1 O 000 n ': ... r - $ .. B WORKERS COMPENSATION 2/25/2011 12/25/201 WC STATU- TH-Q023 TORYUMITST O AND EMPLOYERS'LIABILITY YIN, ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1 OOO OOO OFFICER/MEMBER EXCLUDED? � N I A (Mandatory in NH) - - E.L.DISEASE-EA EMPLOYEE $1.000 000 If yes,describe under DESCRIPTION OF OPERATIONS below _ v . E.L.DISEASE-POLICY LIMIT $1,000,000 C Surety Bond 70011607 11/28/2011 11/28/2012 $25,000 t } DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) • - - t Carpentry. r` x CERTIFICATE HOLDER` "CANCELLATION Town of Barnstable; } } SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ° THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN �. 200 Main Street, .; ACCORDANCE WITH THE. POLICY PROVISIONS. s a .� Hyannis,MA 02601,E AUTHORIZED REPRESENTATIVE`,, ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) '1 of 1 ' The ACORD name and logo are registered marks of ACORD #S75543/M75539 fi KW , 0XIce of Chammer A.f aks&Businm Reg aafion License or reja stration valid for iudiridal use only 101AE IMPROVEMENT CONTRACTOR before the eYpiratigu date. 1f found return to: =R Qffica of ChnmraerAffArs and Buemest Reguls on e t icvn��rt3 Type: IO ParkPl a»Suite 5170 Supplement Card Bos-touMAO,2116 CAPIM HOME GARY CGCi Tr't�S ;. Catvi.r MA two ' Tl��ie�ere� o >d d�ut a� �'e • juurd(of €�ildi "Ulan tna and�Stt �1:i cI+ ,Constr. iOn suPeruiss r l iue is 8 SHORT SAY MA M63 SANDW ,Try`° 7053 r Page 7 of 7 Capizzi Home Improvement Inc. Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT, I, E)1 e CA P%U OWN THE PROPERTY LOCATED AT 5 j rF Tv Z�B Yl r�l�11 e// M , MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT JO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE: I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. SIGNATURE OF OWNER: OWNER'S ADDRESS: OWNER'S TELEPHONE: LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: { APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS 1645 Newtown Rd., Cotuit'MA 02635 APPI ICANT_'.S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: "' Town of Barnstable *Permit# 20090061& f Expires 6 months from Issue date Regulatory Services' Fee BAMMBLE, D Thomas F.Geiler,Director qr '' g Buildin Division X-PRESS PERMIT fn Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 FEB 2 0 2009 www.town.bamstable.ma.us TOWN OF RPq N&BLE Office: 508-862-4038 Fax: 5 7 0- 230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number ()�A`1 `5 Property Address� nQ Residential Value of Work` Minimum.fee of$25.00 for work under$6000.00 Owner's Name&Addre;hy:) � Can iiQ L(� Contractor's Nam �� r� Telephone Number�1 ab'Q�a5 Home Improvement Contractor License#(if applicable) �A \IpVorkman's Compensation Insurance Check one: ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# _� 0(:)ts� Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) �Re-roof(stripping old shingles) All construction debris will be taken t\_�'(1�11Q � �M El Re-roof(not stripping. Going over existing layers of roof) �� ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: i' IkI �N v Q:Forms:bui Idi ngperm its/express Revised 123107 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street . Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: Cit /State/Zi 4 Y p� � � Phone.#: Are you an employer? Check the appropriate box: Type of project(required):'. I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp. insurance.$ g 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 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12)qRoof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name_Z1"XJCn& Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: ��o�Ac� � City/State/Zip s. () 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 dayggainst the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D9 for insurance coverage verification. I-do-hereby c�rtffy� der-the- s� d penalties-of-par-jury-that-the-infor-mation-pr-ouided-aboue is-true-and-cor-r-ect. _ _ Signature: I Date: Phone#: -4ai -Cif — 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#: Client#:47298 CAPIHOM ACORD.M CERTIFICATE OF LIABILITY INSURANCE DATE(MM/D YYY, PRODUCER 12/30/08 Rogers&Gray Insurance Agency THIS ONLY AND ICON CONFERS NO RFICATE IS IG TS UPON THE D AS A MATTER OCERTIFIICATE ION 434 Route 134 HOLDER:THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 1601 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. South Dennis,MA 62660-1601 INSURERS AFFORDING COVERAGE INSURED NAIL# Capizzi Home Improvement,Inc. JINSURER A. NGM Insurance Company Capizzi Enterprises,Inc. American Home Assurance 1645 Newtown Road COtuit, MA 02635 COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. S LTR NSR TYPE OF INSURANCE POLICY NUMBER- POLICY EFFECTIVE POLICY E7ftr -DATE MM/DD DATE MLIMITSA GENERAL LIABILITY MPB1075H 06/08/08 06/08/0RRENCE $1 000 000X COMMERCIAL GENERAL LIABILITY RENTED n $SO OOOCLAIMS MADE OCCUR ny one person $5 000&ADV INJURY $1 000 000GGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - POLICY - PRODUCTS-COMP/OP AGG $2 OOO 000 JET LOC A AUTOMOBILE LIABILITY M1 M28044 _ 06/08/08 06/08/09 ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $500,000 ALL OWNED AUTOS - X SCHEDULED AUTOS BODILY INJURY $ ( X HIRED AUTOS Per person) X NON-OWNED AUTOS - BODILY INJURY $ X Drive Other Car (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY -ANY AUTO - AUTO ONLY-EA ACCIDENT $ � OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY CUB1076H 06/08/08 06/08/09 EACH OCCURRENCE $5 000 000 X OCCUR CLAIMS MADE AGGREGATE s5,000,000 DEDUCTIBLE $ X RETENTION $10000 ,. $ B WORKERS COMPENSATIO14 AND WC6957000 T 12/25/08 12/25/O9 X WC STATU-EMPLOYERS'LIABILITY RY LIMITSR ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 - OFFICER/MEMBER EXCLUDED? If yes,describe under- - E.L.DISEASE-EA EMPLOYEE $500,000' _ SPECIAL PROVISIONS below - - - OTHER E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISION - Carpentry s CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION ON- , DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO.MAIL 10 ITT_ DAYS WREN OO Main Street Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S4065.0/M40647 F(yy ACORD CORPORATION 1988 i t s i 7 � a. �✓G Board of Building Regulations and Standards License or-registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 'ti board of Building Regulations and Standards- Registra_tl:QCl; 100740 One Ashburton Place Rm 1301 pJtPafjaji 23/2010 Boston,Ma.02108 °— element Card =- � CAPIZZI HOME . R . M111 bARl' GUSTAFS©ty.=y: 1645 Newton Rd: Cotuit, MA 02635 Administrator No vali itho,t r nature kri. 'rlas.silcbuselts- Depitt-ulttilt of Public SA'CIA -- I3c,trd of(iu lditl mid stittsd.artls '. Fol Construction Supervisor License ' License: CS 74640 Re.stnc-ted,to: 00 GARY GUSTAFSON ` 8 SHORT WAY k. SANDWICH, MA 02563 Eviratir r: 11/29/2010 i;:nitni wi w✓r fr: 7755 •CAPIZZI HOME IMPROVEMENT INC. Page 7 of 7 SPECIFICATIONS AND ESTIMATES STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT OWN THE PROPERTY LOCATED AT C9 (�� '� LN IN (�14EIJ I e ,MASSACHUSETTS. 1 I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR; THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. SIGNATURE OF OWNER:OWNER'S ADDRESS: OWNER'S TELEPHONE: LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 Newtown Rd., Cotuit,MA 02635 APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: i r i Engffieering Dept. (3rd floor) Map --G �` Parcel Permit# D /� ' House# Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30)(qA0 X sow P6 Fee Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) (f)l 201 qL ZA, 19SUM �oF THE►q,_ if PIP BnauL- IN3 ALLLED 1ANCE TOWN OF BARNSTABLE WITH Building Permit Application UNRONMENTAL COVE AMU Proje eet Address Village h ' Owner in (I � `P— Address Telephone 7 7fslss �� r' LPL i✓YL�- a r �z Permit Request �Pj/�(/ — First Floor square feet Se.Mnd Floor square feet Construction Type - iV1 i` 5 0 Estimated Project Cost $}_� �ra, 0Z Zoning District 1 Flood Plain Water Protection Lot Size F 3 / QC-V C Grandfathered ❑Yes ANo Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes gNo On Old King's Highway ❑Yes �LNo Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing CP New Total Room Count(not including baths): Existing 3 New First Floor Room Count Heat Type and Fuel: 4Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes '&drNo Fireplaces: Existing New Existing wood/coal stove ❑Yes YdNo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) Attached(size) ❑Barn(size) r ❑None ❑Shed(size) • ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes A No If yes, site plan review# Current Use Proposed Use, Builder Information Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 2✓1 DATE t 4 BUILDING PERMIT DENIED FOR THE FOITOWING REASON(S) • _ `1T"'.^`"Ls:•:L sa'.Wy.:-.::�AL:�=a::tw'h., .�S+.i4 a.�,a 1�dl . . r a � 1 _ 1 i 7 Y r e OF WE Tp�, The Town of Barnstable + MAM Department of Health Safety and Environmental Services E1659. ' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only 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 requiremepts. Type of Work• j�;,7�J Est.Cost �c�Yl Address of Work:— �q C I i�TO'n a v, VU o Owner's Name 10.,E 11E. rar1ple�� r Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law }C Job under$1,000. Building not owner-occupied X Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE 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 agent of the owner: Date Contractor Name Registration No. OR Date . Owner's Name, The Commonwealth of Alassachusctls f ..__._. Department ojlnJttstrial.4ccitlurts M - ' Office ol/nyesMal/offs 600 11•aching torr Street Buv1o►r, A1ass. 02111 Workers' Compensation Insurance Affidavit applicant information: Please PRINTIebj�[�,� - name: 1/atn"1 n,(f-� e �.t' 1 21- locition• IU`Vl �l c•t, cZ •# 7S'--(06, �1 am a homeowner performing all work myself. I am a sole proprietor and have no one working to any capacity I am an employer providing workers' compensation for my employees working on this.job. company name: address: city: phone#• insurance co. policy# 1 am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name- address: city- phone#• insurance co policy# a _ .-.. +re:.•1r_.: '?lwtti'�.y�;••:'•'T'C.YH�^T wT'•i= ..:e•- r•�a}Y!-^,-•;-�7''ra*;�w,"!B�.T.�."..a;!�: ,.! :a:n•+r...4�i.�;�'e'�.'.-•'_?� -_..-_--..__...tom..- .�_ _..�J.a:.a•'-4.rr. i - company name: address: City- phone#- insurance co policy# Attach addi_tiiinal sheet if necessarX +-_ °i'.,.:,�r..•F,:r ."'".. ';r_.-'s�;"�%y�`" �"ia u":"" ,• _ ems`., s;`..err.'`.. •'-'� Failure to secure coverage as required under Section 25A of AIGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 andiur one}.cars'imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of S100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereh)•cerUa,114al der the pains and ena/ties of perjuty that the information prof ided above is true and correct. Si=nature - Date (2A:f> Print name ID a ij e- Ozr -PXt rP_ Phone# `� �' L/0 a 4' .YY:.fY , otficial use only do not,write in this area to be completed by city-or town official city or town: permit/license# riBuilding Department Licensing Board check if immediate response is required 0Sclectmen•s-Office �licalth Department contact person: phone#; riOther j, trevised 3,95 P)AI Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted tom the "law", an einploree is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An emp/i►rcr is defined as an individual, partnership, association. corporation or other legal entity, or anv two or more the fore�,oin�, enLa`- in a joint enterprise, and including the le-al 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 dweilin�, house of another who employs persons to do maintenance , construction or repair work on such dwelling, hous or on the ,rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that even, 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 anv contract for the performance of Public work until acceptable evidence of compliance with the insurance requirements of this chapter ha- 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 as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law' or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. », 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 applicant. Pleas� be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail 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. �^•-a.+v� ._ .. .. .-r.,wa+.�.�..a..r.�-!w.!:. .�...-.+w..r��*e+��+aw...w.v,�•' .�+.*+—�•..+q..+w--.....w.�e+•...w -�.x�?C7^',',�er..v*,+1wwswwca w- The Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE . .� { q 61 . • .. ..:� �. JOB. LOCATION 0 r-7 cot 14U6?rl Number Street address Sect' n of -idwn "HOMEOWNER" :01,a n n C_ C i91 l r 6 8S-qO ,5 0-F •�0��c�J'� Name Home phone Work phone-- PRESENT MAILING ADD RES ITO ''•" '- r City town State Zip codc The current exemption for "homeowners" was extended to include owner-occupi dwellings of six units or less and to allow such homeowners to engage an :U. div—idual for hire who does not possess a license, provided that the owner acts as supervisor DEFINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to z side, on which there is, or is intended to be, a one to six family dwellinc attached or detached structures accessory to such use and/or farm structure - A person who constructs more than one home in a two-year period shall not k considered a homeowner. Such "homeowner" shall submit to the Building Offi on a form acceptable to the Building Official, that he/she shall be respon� for all such work performed under the building permit,. (Section 109.1.1) The undersigned "homeowner" assumes ..responsibility for compliance with the Building Code -and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requiremen and that he/she will comply with said proced�es and requirements. HOMEOWNER'S SIGNATURE Q-1t lU APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be requires to comply with State Building Code Section 127. 01 Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for whic#.;�at. buiidi permit is required shall be exempt from the provisions of this section (Section 109.1. 1 — Licensing of Construction Supervisors) ; provided that Home Owner. engages a persons) for hire to do such work, that such Home shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assumi: the responsibilities of a supervisor (see Appendix Q, Rules and Regulate for .licensing Construction* Supervisors$ Section 2.15) . This lack of awa: often results in serious problems, particularly when the Home Owner hire. unlicensed persons. In this case our Board cannot proceed against the -inlicensed person as it would with licensed Supervisor. The Home"Owner, : as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities communities require, as part of the permit application, that the Home *Owi certify that he/she understands the responsibilities of a supervisor. Oi last page of this issue is a form currently used by several towns. You r care to amend and adopt such a form/certification for use in your commun- i _ - . ____.� --_. --�. u �: -- -- .�-- �� /_; i / � � �.� �� (S� ��fie, �..�� 1 � � .. \. I > �; e � q�� /r ,i, ,,\� •. _ 11 � � � � 1 'j � r.�: / � �. � � G A � � � d , -�`y. ��`. 1 �� G/ it , ®, ��, '1 �. I r 1 o � � � t� ,, 1: � �®�� '' ♦� �' Hai ,� ' ` 7r � � '� a ® � Q • • s s • r e i ' , f � 1 � / ' � � 1 1 � � . -�-�� t JAssessor's office(1st Floor):. Assessor's map and lot number /•\ �'z '1 /� �- �o�THE - u� o~� Conservation(4th Floor):Board of Health(3rd floor): r • e i Sewage Permit number � ..:` BU13TULZy a Engineering Department(3rd floor)` _x �ayp.``�d° House number o esr Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED,8:30;9:30 AM and 1`.00-2:60 P.M.only i I TOWN :. OF BARNSTABLE E :BUILDING : INSPECTOR APPLICATION FOR PERMIT TO �eOl�cc. D>k TYPE OF CONSTRUCTION �10x2 X 19 t'( TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location C i� � 5`-� W. A4ey-)n, i` !44 Proposed Use /°cGSiG�Gn 1�4 1 Zoning District Fire District Name of Owner�zj4nc- Address_/r! 11,T Name of Builder Ue�t-5�. ��✓i S Address YZi10,111 Name of Architect N0- Address Number of Rooms /V Foundation Exterior M/Lt Roofing fSTi,vc, Floors ��tiGr� Interior SG, Heating Plumbing ti Ch ti P Fireplace o Approximate Cost _ Z/, by a i Area v 14 .4 el, �►.�f� Diagram of Lot and Building with Dimensions Fee 67 m� t .t f r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name T4 e _ e. V►S v Construction Si ipervisor's Licenses-6 13 d , CARPENTER, DIANE No -3-6�-5-2--- Permit For Replace Garage Foundation Single Fami 1 U nw,-1 1 ; ag Location 69 Clifton Street W. Hyannisport ` Owner Diane' Carpenter Type of Construction Frame Plot Lot Permit Granted March; 22, 19 94 } Date of Inspection: Frame 19_ Insulation 19 - ` Fireplace 19 _ Date Completed 19 r 6 I"E TOWN OF BARNSTABLE BAWSTABLL i MAM 039. �•� BUILDING INSPECTOR Opp�YNY a APPLICATION FOR PERMIT TO ...........&S�04 ./.... ...........`...... .... ..........................................Xyo /x� j ' TYPE OF CONSTRUCTION Gv. !.�..v!:u:.............. d/ ............................ .......19.7 L TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..mac "v ...........0. ............... .............................. ProposedUse ............................................................................................................ ........................... ZoningDistrict ......�........................................//.......................Fire District .�v......../....�............................................................. Nameof Owner ... `%U/ .................................................?/ � .. Address .........................�..�..?...... ................................... Name of Builder ............ .....,�1.........,.....................r.......� Address Name of Architect "��! �� o e/g............Address ......... v `` '.................................................... ` .............................................................. Numberof Rooms ..................................................................Foundation ................................................................................ Exierior .....................................................................................Roofing .................................................................................... Floors ............................................................................:.........Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ............4.cO....2....`..................................... _ O � Definitive Plan Approved by Planning Board ---------------_------------- /"e c— Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH r _Jj q�tA{ L�L UT W a Q cb mlLz Z o '. i]. L.L CG Lj Gq 0 (f) N zC o > >- ' ,-- � � ® �4 o nz nQLU LA � � ¢- _ 4UL o �C-4 u - < (u,z V se I hereby agree to conform to all the Rules and Regulations of the Town of Barnst ble regarding the above construction. A Name ... ............... ... .............................. .. ................... 3abatinelli, Guido No .....153.6.2. Permit for .......�rivate swimming ...... . .. .......................... pool ............................................................................... 69 Clifton Lane Location ................................................................ West Hyannisport ............................................................................... Owner Guido Sabatinelli ................................................................. Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ August 8 72 Permit Granted ........................................19 Date of Inspection ........... ....... ...............19 Date Completed .../f .......19 PERMIT REFUSED ............... ............................................. 19 ............................................................................... ............................................................................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ................11............................................................. PrlO�oStU 6-RRAv-E FpLobVJ2 rLvwi Rsr-PA, /rf6NT. PTC N W. NvrNf�i.spoR-t-, MA O wNa R : D�ri►w� Cha,�wT�2 ib9 R�t�o+Lo► �►v� Mf+M X L T-O �/7,9 3 xevw-r Ro S-Ave Axe -0 OsL i 30 ,Iz" cox Re4r. 0-7 On/1-re jq- Z`wrQ2c�D �LcwR WAu� yS" IZ,tsX �d �lSwa x t ;ro. M605 6,1fc w) . o _ Q COMMONWEALTH I DEPARTMENT OF PUBLIC SAFETY ;yrto�i OF ONE ASHBORTON PLACE MASSACHUSETTS BOSTON,MA 02108 c�1aM IM LICENSE +met e EXPIRATION DATE CONSTR. SUPERVISOR { 02/29/1997 FOR PROTECTION AGAINST RESTRICTIONS EFFECTIVE DATE LIC-NO. THEFT, PUT RIGHT THUMB NONE o 03/31/1994 056130 PRINT IN APPFZOPRIATE 8 79 ° x GEORGE F DAVIS T� 14 SS 0 031-30�2S0T oz 3 TENON RD B GS0 DENIMS MA 02660 usTINcPHOTO(BLASj G OPR ONLY) Ff6®•ooFE B 0 ® NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT: STAMPED. OR-SIGNATURE OF THE COMMISSIONER DOB: �"° 02/29/1968 _� D-Pops. rHIS ENT MUST BE /' Nq-"E LIW CARRIEGON THE PERSONUF SIGNATURE OF LICENSEE SIGN NAME IN FULL ABOVE THE HOLDER WHEN EN- OTiE BPRINT GACEDINTUSOCCUPATION. pp COMM NER V • -OAR-21-1994 15:52 FROM BOARD BLDG REDS & STDS • �K• v w \:/v.••.....�, ...w.tr•-----TO _ 15W3944921 Sh William F, Weld ,wp 61werviar Kerr urn Tsuasumi �, ./uaaaAea��wlL 0,Ql08 Chrlrmars �1,l; :C;•JaK� Charles J. lAnnin Adminilaletilanr RINUCS7' FOR f)UTUCATE' liAAlrs tMJ'I2Q�'h;(tt •N'r'caN•1•Itnc~r c)ll rtr?C,rSrltti?Ic1n PICOW complete(print) tl►i•fu.rm ut Inl alld mail IO the Aft uddrus.,Worl"with 11attk check. monn rnc{�l cis cashier's Check for S_a.lx).jim-ihlc ai C'i,nlm�tnwc ,lily 1>�i>�sss,irllwcll�. I�lilt`(IhAf.CHECKS. lit"fn'h.�;ti CJl1'X :S. ANI) C.ASIl Alm N0' T ACCI;lr1'Altl.l: AND 11'11ii, rll; lri:I'Urtl\'l;Il. l(I..'G11"n(A'r)0N tCUMPANY)NA),i1' _Ge o rKe Da 0, .S UUSi,NLSS MDfagu- .3 I e n o •►, 2�i S ./„ n�,S In�4 0—(,t� b1AfUNG ADD7kESS(ir DIrFGRENT) Sa r•,e WDIVIDUAL RESPONSIBLE FOIL HOME IMPR0VEMBrr•1•C0NTRAM r 4 SIGNATURE 1tGG. )r KNowr� !O 733 3 COWANY 7SLIPMONS NUMlISit_ (.$'O 8 3r1 y - t7 E3 3 a L057 CARD WAS ,____ONLY CARD ISSUED —�_SU!•1'LEASL�n"i'Nt1' Chat) i j IF SUPPLEMENTARY.NAME OF PERSON,rSSUt'-D CAIT 4 SIGNATURE Y t if you still htrve either the registration wrtirimic or the Allilel Card. please rectum 11 a'itlt this al,plic,ltiull. if f. lost cerdr;wG or Curd urc fjund haler, plusc re1U171 lu tha Sbavc: bddrebl. FOR ONCE USE ONLY . Reglstration issued by Dole. ' ALtS1tsaion number �' a+brsNo/nttc;bup�csie,hit 1 r ti i TOTC4L P.01 Ln w c�a o 0 > o w v a � N E N 0z 4 N Q � IF ' � V F— — — — — — — —� 931 Z REMOVE OVERHEAD DOOR O EXISTING EXISTING EXISTING EXISTING I 442DH 2442DH i ADD 2 DOUBLE HUNGS Q s EXISTING O I I Q i L— - - - - — J�ILJI '6 `D n FRONT ELEVATION scale: 1/4=1-0 �a 5:12 PITCH ED tj 6E - L N 2044MI 3944FX 2044DH r ... G � L� Date: ,a b-21-15 r.^, CY) 1'�:—, Revisions: b-9-16 BUILDER TO CONFIRM ALL q-15-16 GONDITION5 9-21-16 REAR ELEVATION scale: 1/4=1-0 Final: AND DIMEN51ON5 ON 51TE Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be distributed or used for construction other than by Gapizzi Home Improvement. ESN � > o 0 0 12, aV Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — - - F I _ Ln U W I I N 1z �II�II'I imp z ��t- tD l 'Iir I L � d) Q p ?'W I I z xQ) E QK '2-8 1/2" Z: J> I I Q 06 U _ . I Z � oA p v W 7- z v z U � d � Z � w . xw W p A o I I FOUNDATION, PLAN_'� :1 =1-0 scale /4 z � IQ, t6 (U6 NEW WINDOWS � � N M EXISTING ROOF - W - OGY fill Ill n NEW DOOR m s is ' 2masc JL Ila Date: 5-21-15 Revisions: PROPOSED ADDITION PROP05ED ADDITION 5-9-16 BUILDER TO GONFIRM ALL 9-15-16 GONDITIONS 9-21-16 RIGHT SIDE ELEVATION scale: 1/5=1-0 LEFT 51DE ELEVATION scale: 10=1-0 AND DIMENSIONS ON 51TE Final: Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be distributed or used for construction other , 20 than by Gapizzi Home Improvement. ❑, v a N _. > 0 +�. o ui a N E E o s s 38' m 3 N E Q) w "a Z 0 ns v �n z ZCN _ F •� 3: 4 m f z m X pv j o X Z c� c� O m W — p E x w 4 O q p m 2 n Z q N Z 12' � � Q d 3'-6" 2-T 4'-b 3/4"—� yy ,=«;,d x- _ _=`• 244 DH :. ..r. 203IOSC . _ . _ _ (� 244 DH °..ads'" r',.. <r 4e', - !4s.' i'- I a dS Of o � W O q � � i i +, mw F- _,aKLLI z ZO 1T v � n In lu m cv _ F w _ W W z Q O O J UJ i I,— O Z W N V p W Z I I ,;. -:.tea.., 2666 _ X _ 2 ry - - K O. R W J.v � O Z O Otn x 2 w LL o Q ry 1X11 i ' w Y W Q +�16' s _ Q o) M• "r 6068 - - -- - -• - - - __ - - - 4'-2" i O® O I 5 l r: m BC612Ri R ge[92 v2w1s`2aa mI 2'-1 1 i2"e w _ m 2666 5,.. z N � W _ N - —� �. Z e � Z F-- X � TO w n m I Ids w p T-1 1/2" 3'-5 1/2" Date: i � Revisions: W 8-9-16 -ijs •— .- -_ BUILDER TO GONFIRM'ALL 9-15-16 CONDITIONS 9-21-16 AND DIMEN51ON5 ON 51TE Final: FIR51 FLOOR PLAN scale: 1/4" =1'-0" Note: These plans are for the sole purpose and z use of Gapizzi Home Improvement and are not wto be distributed or used for construction other o than by Gapizzi Home Improvement. > o i • o IL ui n a Ln E 3 =s 13 E a a r * Z Ln l6 Ln V N z . N � . N v V Z ROOFING:ASPHALT SHINGLES VAULTED GLG. 5:12 PITCH 2X12 RAFTERS WITH OVER 15#FELT,30 YR, MATCH EXISTING 0 2X6 GLG JOISTS @ 16 Or, p 1/2"OSB ZIP 5Y5 SHTHG ALL TRIM,CASING,RAKE,FASCIA,500FIT TO 2X12 RIDGE BOARD BE PRE-PRIMED PINE,SEAL ALL END-GRAINS, 2X6 COLLAR TIES MATCH EXISTING STRAPPING AS R-38 CLOSED NEEDED CELL SPRAY FOAM INS GUTTERS AND DOWNSPOUT5 TO.BE.032 ALUM(ON ADDITION ONLY) o6 m ALL INTERIOR PARTITIONS SIDING:#1 CLEAR WG SHINGLES OVER AMOWRAP < TO BE 2X4 2X4s @16 OG ALL NEWLY INSTALLED WALLS N p 1/2"055 ZIP AND CEILING5 TO BE BLUEBD SYS SHTHG _ AND PLASTER . R-19 CLOSED CELL SPRAY FOAM INS 2X10s @ 160G BOX SILLS (a BRIDGING - 3/4 ADVANTEK T&G FLRG [U R-50 RIGID +U. INSULATION, 8"X 16"GONT GONG FOOTING5 AT 48" 4) s BELOW GRADE " J N N 2" DUST GAP 4) � C N � � v V SECTION 0 PROP05ED ADDITION scale: 1/4=1-0 Date: 5-21-15 Revisions: • 8-9-16 BUILDER TO CONFIRM ALL 9-15-16 CONDITIONS 9-21-16 AND DIMENSION5 ON 51TE Final: Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be distributed or used for construction other 40 than by Gapizzi Home Improvement. 1 LD 4l E -o p _ q) w o 0 34' 13 a Q) E E o E � in 'a 2640DH - - 2640DH - 2630DH 306E $ Z V Ln a� 7 0 I I v washer(basic) SB33 1I1BCB18R1I' - m EXI5TING=-7 BATH -1 , x _ EXISTING'j._ �EXISTT_ING] ;�� 12'-6 1/2" BEDROOM KITCHEN N � I N �X STING Q 2666 n � — cV 06 CID1— lL 3066 Ln 2666 266. , STALRS� - N i _ 5066 2666 3066 _ N Cal FI:-lV1XN6TRQ0M- I5ING to-. EXISTING I N s 5�v5nNr,7 - I GARAGE o N BEDROOM I ,� N 0 M L � 2442DH - 3068 2442DH 2442DH 2442DH 9070 IM Date: 34' Re isi ns: BUILDER TO CONFIRM ALL q-15-16 EXISTING FL`00-R=91:AN ale:1/4�1-0 GONDITION5 9-21-16 AND DIMEN51ON5 ON 51TE Final: Note: These plans are for the sole purpose and use of Gapizzi Home Improvement and are not to be distributed or used for construction other than by Gapizzi Home Improvement. ,