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Home My WebLink About0051 HOPEWELL LANE � r - 4 � _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map c/ Parcel DE Application o 1 Health Division Date Issued Z /1 S Conservation Division Application Fee 00 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address pp Village Cc7tut� Owner Address Telephone J Ce g2..1R -5-I6-7 Permit-Request--1vsra ►( -Lf:o 2,7- Sof&r pgtie15 0 rooF - 6. T3 Yw sYs F�M Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 'Project.Valuation ,°4 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family(# units) =` 6Mi Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kira* s Highw4y: ❑des ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other c Basement Finished Area (sq.ft.) Basement Unfinished Area (s .ft) Number of Baths: Full: existing new Half: existing view Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas . ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameLK t 00Q , Telephone Number +-17 -17 933 Address Z!� Z. License # C5- o fn�1 m 0� Home Improvement Contractor# oS2� Worker's Compensation # lOY' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE / t ti r - FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' y DATE OF INSPECTION: tLAFOUNDATION##� a , •r.E1 ors., FRAME { -INSULATION.. , FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 0 =9n fi `r DATE CLOSED OUT j ASSOCIATION PLAN NO. I� t " { The Commonwealth ofgassachusetts Department of Industrial Accidents _-_ Office of Investigations 600 Washington.Street -- Bostoh,MA 02111 www.mass.govIdia `Yorkers'-Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizationdndividual): 2�INIq 0 W C Address: City/State/Zip:% �� Yh ✓�'11 2 360 Pliona#: C3 ' 230-'96 Are you an employer?.Check the appropriate box: Type of:project(required): 1. I am a employer with 16 4. 0 I am a general contractor and I employees.(full and/or part-time).* have hired the sub-contractors 6. .0 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7.' ❑Remodeling shipand have no employees These sub-contractors have . 8. F Demolition working forme.in any capacity. employees and have workers' msurance. 9. ❑Building addition --------.---[No w—rkers_Eomp.-insuranc-e__ comp. —_- . required.] 5. 0 We'are a eorporadon and its --10—.0 Electrical repairs or additions 3.F I am a homeowner doing all work officers have exercised their 11.[]Plumbing repairs or additions myself. [No workers'comp., njht of exemption per.MGL 12 D Roof repairs insurance required j`f 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 Homeoamcrs who submit this affidavit iridicating they are doing all work and then hue outside con actors must submit a new affidavit.indicating such. lContmctors 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 thepolicy and joh site information. Insurance Company Name:_ !�. . /`�'1. l V'1' •1.- - . Policy#'or Self ms:Lic #: . \4 w c— I oo— L t. I.11 L�� -Za/y�xpiration Date:� , Job Site Address t4 &n., City/State/Zip: Cot✓i6Z435 Attach a copy of the iiorkers' compensation policy declaration page(showing the policy number and.expiration date): Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500:00 and%or one-year imprisonment, as well as civil penalties in the form of a STOP.WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for.insurance coverage verification. I do_hereby.certi _ r the 4 d pgnalties.of perjury that the information pro yi4ed ahoye is.,true:and correct Signature: Date: / �� N Phone#: 8 Official use only. Do not write in this area, to be completed 5y city or town official City or Town: Permit'Ucense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector . 6. Other Contact Person:. Phone#: Ac t CERTIFICATE OF LIABILITY INSURANCE ti0f2015°" ' THIS,CLRTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON '-HE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAC.E AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISI DING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(los)must be endorsed. If SUORC 3ATION Is WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this cortl lcate does not confer rights to the certificate holder In Ilau of such endorsements. PRODUCER 1 NAM r G I April BIB Rogers S Gray Ins.-Kingston Branch PHONE AIC No);81Z-8J6_2,1.5.ti 63 Smith Lane A Kingston MA 02364 cum INSURERS APPOROING C[/ERAGE NAIC 0 j INSURER A: ettXYLLtuaj.J:lt:e.J tsutar,:,eb-Co- - _ INSURED THEJOHN-01 INSU REM 0 The John Ryan Company Inc INSURERC: bhubb_GtoUp ofJ isuranc-a Cos 149 Camelot Dr. INSURER D Plymouth MA 02360 rz Innwrance Qom�an.�at INSURER E: INSURER P: COVERAGES CERTIFICATE NUMBER:1774445056 REVIS ON NUMBER: THIS IS TO CERTIFY THAT THE POL CI 5 OF!NSUIRA cE 11stEu g LOW HAVE BEEN ISSUED TO THE INSURED NAM :D ABOVE FOR THE POLICY PERIOD INDICATEb, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMI:NT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, tHE INSURANCE AFFOROEO BY THE POLICIES DESCRIBED HERE N 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADOLSUBR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF PO ICY E7(P LIMITS OENERALLIAIMUTY Y Y T82-Z11-259309-074 MU14 /23/20iS EACHO:CURRENCE $1.000,000 X COMMERCIAL GENERAL LIAaILITY P MI 18(E�c t 11 t1.D00,000 CLAIMS-MADE a OCCUR MED EX' onopar-son) $10 000 .' PERSW 4L 6 ADV INJURY $1 000 000 GENERJ L AGGREGATE $z 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRObUI TS-COMPA7P AGO $2,000 000 POLICY X PRo LOC $ A AUTOMOBILE LIABILITY Y Y AS2-Z11-259309-024 123=14 /23/2015 e 1 000 000 X ANYAUTO BODILY rUURY(PerParton) $ AUTOS NEb SACCHN)ILED BODILY NJURY(Per seddent) $ NON•OWNED (Per I n G $ HIRED AUTOS AUTOS -•-- YA S X UMBRELLALU1a X OCCUR Y Y TH7-Z11-259309-0e4 1312Y2014 /23/2015 EACH 0:CURRENCE $5,000,000 EXCESS LIAR CLAIMS-MADE AGGREI ATE _ $$,000,000 bEb X I RETENTION 10,000 . $ D WORKERS COMPENSATION y WCC-Z11-259309-104 12/23/2014 I 2/23/2015 XI IQ 5TATU• OTH NON MASS ONLY AND EMPLOYERS'LIAaIUTY JUJML S ANY PROPRIETOR/PARTNEWEXEOUTn/E� N/A ELEAC4ACCIDENT $1,D00,000 Mandatory in NH)EXCLUDED? E.L DIS ASE-EA EMI LO' $1 000 009 Ifr doncrlbeunder E•LDI$ ASE-POLICY LIMIT $1,000000 DESCRIPTION OF OPERATIONS Del A Contraciars a Equip TB2-Z11-299309-074 L123/2014 3/2014 /2W2015 Llmlt d0.0000 C EPLI 8240-8B46 /23/2015 Limit 1,090,000 OESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES(Attach ACOR°101,Addltlonal Remarks 9ehedula,If more some is re4vlred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIfj 20 POLICIES Be CANCELLED BEFORE THE EXPIRATION bATE THEREOF, NOTICE WILL ISE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROI ISIONS. 200 Main Street Hyannis MA 02601 AUr1l=Z9u REPRESENTATIVE ®1960 2010 ACORD C,)RPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD l00/L00 'd 9808# ANVdHOO NVAU NHOf geLb ZEL 809 90:Z1 9LOZ/9O/ gl�- _620 Office of Consumer AM s and Business Regulation 10 Park Plaza -'Suite 5170 Boston, Massachusetts 02116 Home Improveent�Contractor Registration _ Registration: 180528 Type: Supplement Card Expiration: 12/1/2016 JOHN RYAN CO INC. PATRICK DUFFIN 149 CAMELOT DRIVE t8, PLYMOUTH, MA 02360 y �4f r. - Update Address and return card.Mark reason for change. BPS-CA1 is 50M-04l04-G101216 Address ❑ Renewal ❑ Employment Lost Card Zlie✓ T�arn�rcoouuecc%Cli a�. aoeacfu�aet�a Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Re istration.,"= Type:9 _ 180528 YP 10 Park Plaza-Suite 5170 Expiration*j_2MM16 Supplement Card Boston,MA 02116 JOHN RYAN CGIINCE.TK� _9ff . PATRICK DUFFIN A-.Fl: IiS GJ�Z� G/ 149 CAMELOT DRIVES r PLYMOUTH, MA 02Sd" ' " Undersecretary Not valid without signatude Massachusetts. Depal tinent of Pub is Safety. Board of SOWN regulations aiiii Stafidactfs `, - Cunstractiun Su�txisor TAM CKIRIOU t.t�n"se t i16�'d93 :2't AL-D)31�Fi 11� Regulatory Services Mies $ Thomas F. Gefler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.to yen.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Muse Complete and Sign This•Section If Using,A Builder as Owner of the subject PP ro e _ 1 - PS' hereby authorize all to act on my behalf, in all matters relative to work authorized bythis building permit application for. i Ro I I �� e, Lvt,,�;r., ✓"A- '(Add css.of Job i Signature of Owner Date Print Name . If Property Owner is-applying for permit please complete the- HomeownersLicen.s-e Exemption Form on the reverse side. Q:FORMS:o WNERPERMISSION Town of Barnstable THE 7- �o Regulatory Services . Thomas F.Geller,Director p� NAM Building Division ''rEn►+tea Tam Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 Office; 508-862-4038 HOMEOWNER LICENSE EXEMPTION Picase Print DATE: La A JOB LOCATION: street village numb er A work phone# "HOMEOWNER � home phone# .name . CURRENT MAU NG ADDRESS: state city/town zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and vidual for hire who does not possess a license,provided that the owner acts as to allow homeowners to engage an indi supcnis.Or. DEFINITION OR HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends.to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory' to such use and/or farm structures, •A person who constructs more than one home in a two-year Period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she_shall bebe responsible for all such-work performed under the building permit, (Section 10.1,1) onsibility for compliance with the State Building Code and other The undersigned"homeowner"assumes resp applicable codes,bylaws,rules and regulations. The undersigned`homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and i requirements. . a Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the . State Building Code-Section 127.0 Construction Control.HOMEOWNER'S.EXEMFTION The Code states that: "Any homeowner performing work for.which a building permit is required shall be exempt from the provisions censing'of constructi of this section(Section 1Q9.1.1 li on Supervisors);provided that if the homeowner engages a persons)for,hiro to do such work,that such Homeowner shall act as supervisopr." y ascnmin the onsibilities•of'a supervisor(see Appendix Q, Man homeowners who use this exem ton are unaware that the are gP ro particularly t proceed against the unlicensed person as it woulldd with a licensed Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious p when the homeowner hires unlicensed persons, In this case,our Board canno Supervisor, The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities ruquin,as part of the permit application, that the homeowner certify-that hr/shc understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by seveml towns, You may taro t amend and adopt such a form/eerdfication for use in your community. Q,\WPF1 ES\FORMS\homcexempLDOC 2 3 5 L 1 a 9 10 11 12 13 14 IS IL 11 IB 19 21 21 11 23 r - I I In '4- REAR ROOF 21 PANELS EXISTING ELECTRIC PANEL • EXISTING ELECTIC METER 3-3" REAR ROOF ENPHASE MICRO AZIMUTH: 202 4 INVERTERS PITCH: 23 h . to x I° a (21) AIR GAP LESS THAN L'(RACK MOUNT) En hale CSC- 235PX nn PANELS-235u) FT.TAL STSTEM sI : I-»-DC� Canadian Solar Panels MODULES•235W/255W PER MODULE Home ROOF DIAGNOSTICS SOLAR AND ELECTRIC, LLC `1 SITE MAP 1 Ln START RESIDENCE • CSGP-255P 51 HOPWELL LANE REVISION PANELS-255W COTUIT, MA 02635 Canadian Solar Panels DATE: 15 OCTOBER 2014 l508) 428-5107 PROJECT DESCRIPTION : SHEETINDEX TOWN OF PARNSTABLE nrg. 19x255W&8x235W ROOF MOUNTED PV-1 SITE PLAN & VICINITY MAP SOLAR PHOTOVOLTAIC MODULES PV-2 ROOF PLAN & PANELS Home PV-3 ROOF ATTACHMENT DETAILS & ELEGTR4(--EQUIP;MENT„ } Array Area PV-4 ELECTRIC LINE DIAGRAM (Roof#1):467.9sq.ft PV-5 LABELING PROJECT SITE_ PV-6 SPECIFICATION DETAILS ROOF PV-7 SPECIFICATION DETAILS DIAGNOSTIC PV-8 SPECIFICATION DETAILS �a souR AND E EcrRc.uc PV-8.1 SPECIFICATION DETAILS _ Jlr PV-9 SPECIFICATION DETAILS PV-10 SPECIFICATION DETAILS �ia'g F.PEtf9 n. N ..Ne.71 ev i NOW ELL. NJ �26 r 51 Hopewell Ln w U Z LIJ 7 J 4 a F w ; 1A w o C)U 2 VICINITY MAP �g ° PROJECT SITE <A1 11 1� o_ N 9 15 6 0 & � 6 11 19 $GPNP�G�Q 1'S p .tip 1 1$ 1� 16 Uodoled Dole.:3D OCT 201 q5 Spy Rev.By D— SOLAR C ia AD L FLAN & vaNIn MAP 3 IHOUSE PHOTO 1 I SITE PLAN WITH ROOF PLAN MODULE TYP DIMENSIONS&WEIGHT nrg. NUMBER TYPE MODULES = 8 MODULES Home MODULE TYPE 8 MODULES SOLAR CS6P-235PX - Home MODULE WEIGHT 44.1 LBS / 20 KG. MODULE DIMENSIONS = 64.50"x 38.70" = 17.33 SF UNIT WEIGHT OF ARRAY = 2.54 PSF SOLAR NUMBER OF MODULES = 19 MODULES - ROOF MODULE TYPE = CANADIAN SOLAR CS6P-255P MODULE WEIGHT = 40.8 LIES / 18.5 KG. DIAGNOSTIC MODULE DIMENSIONS = 64.50"x 38.70" = 17.33 SF 90LAR AND ELECTRIC-LLI UNIT WEIGHT OF ARRAY = 2.35 PSF ARRAY&ROOF AREA CALC'S#1 tepeD AR, ARRAY AREA = 467.9 SF .'p F•PEr�.JF,� ROOF FACE AREA = 844.13 SF 467.9/844.13 = 55.4% OF ROOF g Ne.Y16Y1 i FACE AREA COVERED BY ARRAY �. HOWELL. " ROOF DESCRIPTION ' COMPOSITE ASPHALT SHINGLES- - PITCH (Ri) 23' AZIMUTH (RI) 202' TRUSSES SIZE 2"X4" SPACING-24" ' \ \ Lu \ U \\ \ \ \\ \\ W z M al yot a tg W 4�JG\ClQ��0a0 a Q N o O• �J�G lb JNErP�? Nstx J(tO\gGO�?1oQ�`�(� . —4 3'3" �—4 3'-3" 01.0 \ - Uodo+ea Date.:30 OCT LEGEND h N �Gp� ❑ ENPHASE MICROINVERTERS Dal 23 OCT 2< M-215-60-2LL-S22 SOLAR CAD \�� O ROOF ATTACHMENT- CS6P-255P CS6P-235PX SAFE HRB — RAFTERS PANELS-255W PANELS-235W 1 ROOF PLAN & PANELS -- CONDUIT ROOF PLAN 4 & CANADIAN SOLAR PANELS CANADIAN SOLAR PANELS (� ELECTRICAL EQUIPMENT PANELS Eli i„ PV— GROUND WEER& nrg UNIRAC SOLARMOUNT MODULE CLAMP Home RAIL WITH L-FOOT C SOLAR PV MODULE ROOF DIAGNOSTIC GREEN FASTEN FLASHING: ECO-GF1-BLK-812 WITH SOLAR AND ELECTRIC,LLC ECO-CP-SQ COMPRESSION COMPOSITE I BRACKET �°zD AM, SHINGLE e, x' b$ F.PErrp F 5H6"z3.5"S.S.LAG BOLT WITH n r Ne.81821 i � 2.5"MINIMUM PENETRATION SEALED Y NOWELI. Ni WITH APPROVED SEALANT FROM PV ARRAY �1 ATTACHMENT DETAIL AC DISCONNECT uJ U w W z o Js L-GATE 120 PV METER H a �- Lu _ (E)TO MAIN SERVICE PANEL - O =o - (INTERIOR WALL) 100AMP PV LOAD CENTER a Q (E)UTILITY METER - cn JUNCTION BOX Updated Date.:30 OCT 201 prawing.No. Rev.By: Dote: 23 OCT 2014 FROM,UTILITY PROVIDER SOLAR CAD UNDERGROUND ROOF ATTACHMENT DETAIL 2 ELECTRICAL ELEVATION DETAIL & ELECTRIC EOUIPMENT ro FV-3 nrg Home Enphase Solar Installation Three Line Diagram SOLAR EEh. Engauge Cable Roof Mounted PV Array—27 Panels @ 6.73 kw DC Canadian Solar Module Specs Canadian Solar Module Specs ROOF 2 Branch @ 240VAC 19 Canadian Solar CS6P-255P 8 Canadian Solar CS6P-235PX DIAGNOSTIC Contains 4#12 AWG Maximum Power @ STC:255W Maximum Power @ STC:235W SOLAR AND ELECTRIC,LLC THWN MPP Voltage:30.2 V MPP Voltage:29.8 V 265w Panels MPP Current:8.43A MPP Current:7.90A e0 AR2 Total Open Circuit Voltage:37AV Open Circuit Voltage:36.9V e� F•Pa Short Circuit Current:9.00A Short Circuit Current:8.46AModule Efficiency:15.85% Module Efficiency:14.61% Nowell'. Maximum System Voltage:600 V Maximum System Voltage:1000 V Maximum Series Fuse Rating:15A Maximum Series Fuse Rating:15A I Power Tolerance:0/+5% Power Tolerance:0/+5% I---------------------- 162r2-G Roof Exterior Interior I I - UTILITY METER I i Enphase Envoy PV O I I o Monitor Cat 5e or EOP w 255w Panels I to home's U 17 Total I Z I broadband network 0 LLI z100A FROM UTILITY PROVIDERJMain Lug WJ-J I 2Sola0rA Solar kWh Meter 0 ?o I Breaker L-Gate 120 PV monitor, 60A Service a Q With cellular connection 60A Rated ~ I 1X15 or 20A to monitoring portal Disconnect Disconnect rn NEMA3=R PV Monitor Fused duNCTION BOX Breaker fused SOLADECK I jEhva I "Located within 10ft I i of Point of235w PanelsInterconnect 8 Total I L—-— I I Oraw ng.No,e.'.30 OCT 201 i (3)#10 THHN (3)#8THHN I o.owhy Dv.: ey 2 Hot 2 Hot I oate: 23 oCT 2014 I I 1 Neutral 1 Neutral (3)#6 THHN I i (1)#6 Equip.Ground/GEC (1)#6 Equip.Ground/GEC 2 Hot P -I- SOLAR CAD ------------------- -- J 1 Neutral Main Building — — AC System Characteristics (1)#6 Equip.Ground/GEC Grounding Electrode Total System Rated AC Operating Current=30.375 Branch A Operating Current=2.25 ELECTRICAL Branch b Operating Current=28.12 LINE DIAGRAM Rated AC Operating Voltage=240V Ms Iasn, PV-4 nrg- DISCONNECTION MEANS; TO BE INSTALLED AT TO BE INSTALLED ON THE FACE OF THE Home AC DISCONNECTS PER NEC 2011 690.14(C)(2) SERVICE METER PANEL PER NEC 2011 SOLAR AC DISCONNECT 705.10 SOLAR ROOF DISCONNECTING MEANS MAY BE ENERGIZED Marking Content And Format DIAGNOSTIC IN THE OPEN POSITION;TO BE,INSTALLED Marking is required on all interior and exterior pv conduit, SOLAR AND ELECTRIC,LLC AT DISCONNECTING MEANS PER NEC 2011 raceways, enclosures, cable assemblies, and junction boxes to ,gp¢D AgCH 690.17 alert the fire service to avoid cutting them. marking shall be placed every 10 feet, at turns and above and/or below ="e.8,es,Z� WARNING penetrations, and at all pv combiner and junction boxes. NON;LL ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. Reflective weather resistant material suitable for the TERMINALS ON BOTH THE LINE environment (durable adhesive material must meet this AND LOAD SIDE MAY BE ENERGIZED requirement) IN- THE OPEN POSION.IT Marking Content and Format INVERTER OUTPUT CONNECTION;_ _ • Marking Content: caution: solar,- circuit i TO BE INSTALLED • Red Background AT MAIN SERVICE PANEL • White lettering Minimum 3/8"letter height w PER NEC 2011 690.64 (B)(7) • All Capital Letters w Z • Arial or. similar font, non—bold WARNING • Reflective weather Resistant material suitable for °g w INVERTER OUTPUT CONNECTION the enviornment (durable adhesive material must w 0- DO NOT RELOCATE meet this requirement - a THIS OVER CURRENT DEVICE To be Attached Using Pop-rivets MARKING SHOULD BE PLACED ON ALL INTERIOR AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, EVERY 10 FEET, AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS AND ALL PV COMBINER AND JUNCTION BOXES CAUTION: SOLAR CIRCUIT TO BE LOCATED AT MAIN , Dpdeted Dote,30 OCT 2014. SERVICE PANEL: D.ewing.No.: Drawing.By.:- Rev.BY'. et CAUTION: De: 23 OCT 2014 SOLAR ELECTRIC SYSTEM CONNECTED SOLAR cno ` LABELING l nr 9 Home SOLAR EnphasemM 215 Microinverter//DATA ROOF Erphase°Mlcrainvarters INPUT DATA(DC) M215.90-2LL-S22-10/S23-10/S24-I0 - DIAGNOSTIC Recommended input power(STC) 190-270 W aOLAR AND ELECTRIC,LLc Msxlmum Input DC voltage 46 V Enphase�M215 _ 8DA° Paak puw®[ ckhrg volleg 27 V 39_V e,��e,P9 r,pErNJ Operating r ange „T. ? ._ter— 18 V-48 V .,y. „�.,„ •.•r ....� ((MirUMex start voltage 22 V/48 V No.8182 ? L ._,.._ ,._._......... .»...,. �;.....,..—.,........�..�.,._ -r---..r -. _.. _ _.w. .. — ..__:DO short circuit current '15 0. ...� _ � �T-_ -4 -- g NWELL.. Max O NJ " ry .. Max.input currant 10 A re Pv r OUTPUT DATA(AC) ._ _. .. 0208 VAC... __ .._. @240 VAC Peak output power 225 W _ _ 225 W n a+, Reted,(continuqus)outpu power _. � �_..� 215W Nominal output current 1.1 A(A rms et nominal duration) 0.9 A(A rms at nominal duration) S . - Nominal voltagehenge 208 V/183-229 V 240 V i 211-264 V - ominalfrequencyherlge 800/5781 Hz 80 0 7 57-81 Hz Extended frequency range` 57825 Hz 57625 Hz Power factor >0 95 _ '0 95 Maxima munityper TO Abrench circuily..5(three phase) 17(single phase), r Maximum output fault current 850 mA rms for 6 cycles 850 mA nns for 6 cycles... �' Uj U III EFFICIENCY- - w W J CEO weighted efficiency 240 96.5% PaC weighted ficiolnc�l 208 VAACC,.,......... ... 8 5h-.......-..,...�,........,...........,.._. .,. ,., . -1 Q F o y W den __ - ..-._..... ....-..w...-__.-,....w-.-•-.+-.....,....,. �....e..,.f .._....,... Lei � a Static MPPT efficiency(vreighted,reference ETd50530) 99.4% F-' i - I Nighttime power consump8on. 85 mW max - a The Enphase M215 Microirrverter with integrated ground delivers increased,energy harvest and MECHANICAL DATA F- Ambient temperature range _.,M -40°C to+65"C - reduces design and installation complexity with its all-AC approach.-With the advanced M215,the.DC -_. - Dimenslon`(WxHxD). 163 min x.173 min x'25 min(wiNoutmouming bra t)-) circuit is isolated and insulated from ground,so no Ground Electrode Conductor(GEC)is required .. ��---..--.-- -----.,-�- --•� -�---�� far the microinverter.This further simplifies Installation,enhances safety,and saves on labor and Weight: — -- _ - - - - 6 kg(�a lba)- — - _ _ „- •_ " Cooling r F - Natural comedian-No fans materials costs. Enclosure awironmental rating Outdoor-NEMA 6 r The Enphase M215 Integrates seamlessly with the Engage'Cable,the Envoy'Communications FEATURES = Gateway-,and Enlighten',Enphase5 monitoring and analysis;soflware an6o-ceuavmoaulaB. — —_ — _I - - Communication - Power fine.. Integrated ground 4The DC circuit meets the requirements for ungrounded Pv arrays in i. PRODUCTIVE SIMPLE RELIABLE NEC 690.35.Equipment ground is provided in the Engage Cable.No -Maximizes energy.production No GEC needed for microinverier More than 1 million hours of testing { additional GEC or ground is required.Ground twit protection(GFP)is _ integrated lido the microinverter,-__.��.^.^, ' � . -Minimizes impact of shading,, -No DC design or string paloulation and nvlllonspf units shipped. dust,and debris required Industry-leading,warranty,up to.25 °�O°�By .Enlighten Manager"and MyEnBghten momto'ing options d - t'-^. ps extended a . C -C2O .-M91,Comliance UL1741/IEEIE t A No single einl of system failure Easy installation with Engage Yeats -01 Cable _ _ 4,, uvdored Dote.30 OCT tot Frequcy rangescanbe exeneeyonnomnareqred bytheutbly Draw,ng No D—in.By.: Rev.Br: pate: 23 OCT 2014 �1 enphase" \rlwp�� To learn more about Enphase Microinverter techndogy, al enghase, SOLAR CAD E N E R G Y - - �—Us visit enphase-com - J>E N E R.G Y - 02014 Ehpr—Emrgy All ghts,e3a'red.Al tmd—i VCr.,ds inthb d=rivri me regWered by iheirra5pectke owini. - 4 _ - r - - SPECIFICATION DETAILS ,orlsn, PV-6 nrg� Home agQW�p QG��6© � �1UG©fl��0©fl - CABLING ACCESSORIES - DETAILS and SPECIFICATIONS SOLAR C3 f3©C$17 ROOF DIAGNOSTIC _ SOLAR AND ELECTRIC,LLC :Voltage Co n necto r Spaa ng Accommodates PV module o rieniat ion .M" tepeo ARCh �240VAC,4conductors 1025 meter(40') Portrait F.RprFo 240VAC;4cdnductors 17meter'(67") Landscapes `� rNo.8/B21 z g xow¢u. _ 206VAC,:5tbnductors 1025 meter.(40") Portrait f- - _ e N4 :208VAC,S conductors "17 meter(97 Landscape, Description Rating: Model Number Orientation #Connectors Approxweight . Cable temperature rating 90°C(194°F)weildry ET10.240-40 Portrait 40 .40 lb,' - Cable Insulator rating - THWN'2- ET17-240-40 Landscape.. - 40 - 4511I UV exposure reiing UL746C,Fl ETI0.208-36 Portrait -30 30lbs Conductor'gauge, 12AWG ET17.-208-30 Landscape 30 35.lbs Compliance, UL1741;CAN7C5A C22.2. Nos,0,21,42,65,153, *additionallengthsavailablethroug4 Enplaseauthoiized -w 182.1,182.2,and 182,3;1EC distributors,' U 6OS29IP67 • p � o w_ 0, Branch Terminator DisconneC'tool - Q„' N oOne " a NGAG EUERminatouantay dpertxanch ciralk' Planto use a dear one per ins alletion U) The Engage Cable is a continuous length (`•J, ELTERM 10(quanipy 10) ET-DISC 05(quantity 5) of 12AWG cable with pre-installed ESYSTEM connectors for Enphase Microinveriers to plug into.The cable is handled, �-Quick installation, FAST s like standard outdoor-rated electrical Large.branch capacity Watertight sealing cap Cable dip wire,allowing it to be eut,spliced and One needed to coyer.each unused _� Many needed.to fasten cabling tothe extended as needed. connector onthecabling. racking ortoseareloopedcabling, r Simple design lie ET-SEAL-10(quantity 10) ET-CLIP-100(quantiry 100) FLEXIBLE L-No additional cables The Engage Accessories complement the, Engage Cable and give.it the ability, 142-00013 Rev 01 to uPe t a N., 11 30 OCT zot No high volpge DC D.o e No adapt to an installation. SA'F E _Reduced fire risk. oro 9.av p Y Enphase Energy;,Inc. R� By: r ��• Petalu PetaStreetluma. Dote: 23 OCT 2014 Petaluma,CA94952 Phone:877-797=4743 SOLAR CAD 0 us Fax:707.763=0784 info®enphaseenerdycom- - - hnp://+ .enphase.com ' SPECIFICATION - - - DETAILS oimn. PV-7 nrg1� Home - — -- --._ . - SOLAR CS6P-235PX ROOF Zkr.CanadlanSolar ElectricelData DIAGNOSTIC �" �' s7c asap-zaerx Temperature Characteristics N mnal Mex4num Power PmeY - 239W SOLAR AND ELECTRIC,LLC O d "Operating V Ito a vm 29.W Pmax 043%tc O dmum0 ',I C on,Imo 790q Tam Ceralare CoerOclenl Voc -D.34 Opa Cir a Volt 9 Voc) a6.9V lac a e65%rc 4BpEe ARCh � � � M aM1art Llraun Curent(Mc 6.46A Norval Opera;ing Cal Tempera,ure q6}2C, r e`�-6F-pFlgo2f Meaule ERl k ,a<.atX t �O `N� Opa"twgr6mParawra Performance at Low irradiance No.31621 z„ EL Maamum sy, V a ga yn0ov lac r6aov ul Industry Isading padormancv at l ow lrradial lore }s NO NJ A,anmum svlea Fuse Ranng 15A onvlronmonl.�05.5%modulo ofOciency f^om on �� este c?y j a Rppllrauon ClanlRcalbn CIs A Wadi once of Y 000w7m'I o 200Wn? r or Na It! PowerTolerence . eve (AWLS,2s'C) 't rs 0 ••s S Sena eel p mlura MTSC OC 6 lau�m. �m,mowm',ap«I Engineering Drawings 111f NOCT -C68P 286PX.-. -„- ^, �.. . 111111 ,On-Qfld Module N ma1M vs P r emar 176W - .. CS6P is a robust solar module with 60solar OumumO a vliaevm 27 ZV � '. cells.These modules con.be used for onlgrld Opt—op u c eatlma 677A. solar applications.Ourmetleulous design and O ae�rcn tvmta9e lvoc 339v 1 fwernr'C mu,Currentpaa 6B6A production techniques ensure a high-yleld,. - • - mafoas-fulrocel remoeal,re,rrxmMe erapowlm,aa•om.,,ua,,ammem,enxrycm zac, I - long-term performance for every module ...._..:� ..-.. ,w-.. --..,..-.... produced.Our rigorous quality control and Mechanical Data ) _ In-house testing facllltiasguarentee Canadian GliTyp< 'Poly-crys,a ll i66a 166mm 2oraef,smrs Sets ramodules treat the.highest quallfy - ., ••. Cell Arrangement- 60(a x10) 1 Ll standards possible - .- - - ! V Olmansbna ta39 a9B2 0 (6a.5a337Y 1-aria) Key Features : walghl 26A1( 11oa1 N Z ui e • LLI Top ranked PVU SA(PTC)rating In California for hlgher rronl Doapr a2usa.1mm eree9la I 0 Zo Applications } FrameMaleriar Arloaeeaemmlmumauay' o energy production o (q LLuu< On-grit residential roof-lops � a-SOX Ina6;aaloaa, < W 5� .Indualry first comprehensive warranty lnsurence by. •On-gridcommerciel/industriel'roof-tops' teals. amm'(IEcya2Awe(ul),110011 AM Best rated leading Insurance companies In the.world .•Solar power stations Connect ra MC4or MCa.Gomparai,le: 1 _~O • Otheroe grid applications slenaara P,tegllg(maul parae9•q 24pcs •Induslryleadingph—elypowar tolerance:0 +5W i7 Moaula Pl p Eomaln (Oft..m.,)j 672pcs(401X 0) l a SSS •Strong burnedQuality Certificates module,passing mechanical load lest I",V Curves(CS6P-235PX) of540OPe lowllhsland heaviersnowfoatl • IEC 61215,IEC61730,UL1703,CECLlsted; •The tatmenufacturorintho PV lnduetry cortlllod for CIE - - rx ` l 4 I SO:T S 15949(Th a automotive qualay management • ISO9001:-2008 St9ndards for gg alit y system)In module production since 2007 me nag emenl systems + as ) t ( n • ISO/TS 18B49:2009;The au tomolive q us lily •I SO'7025 q ualifled men ufactunor owned testing lab, management system fully complyinglD IEC,TUV,Ili-lasting.1-dards y — 1 - •Backed By Our 25 year Lin parInsurance Power Warranty Plus our added 25 year insurance coverage EnvlronmentalC®rtlilEates.. 1 • IS01400t2004:SIandards7or E nvlron mental •sp•r ncax• mma•a In ml•a n lamaml«, nma•»nnw.t qo Added Valuelrr managoment;systams About Ca nadfen Solar- - ° pre Warranty • 00080000HSPM:The Certification for - - Canadian Solar Inc 14 one or the w-Id s largest solar Canadian Solar was founded In Canndo.In 2001 and was HeZardOus Substances Regulationsleading compenl.. As I di g.Va rtloelly Inbg a t_d Successfully listed d on NASDAQ Exchange(symbol:CSIG)In A xs •,Reach Compliance manufacturerfl gate waters,cells 1 modules and November 2008 Canadian Bola has already expanded.its tlpmted Dote.30 OCT 201 ,o 's solar systems. Conadl Sol r delivers solar paws ad 1 fq of.r In0 soap Ity to 2.05GW and cell f{ p duets f amp yng qu Ilty t w rid' d• ins nuhtluringcap cltytot.SGw n20N.: Drove"g No f •tit year Droduclwamenly on materials end workmanship :4. CE �eq��®r�iars: „ customers. Canadian&I r's,worid clans tea of. grow" By.. � •25 year linear Dower output warranty � � prohseienalsworxs closely,wltn our customers to ser ey: provide them with solutions for all thelreolar needs. Cate: 23 OCT 2014 C4 SOLAR CAD - www.canadlansoler.com ) E 11,.10:16C xffpwm.¢om:mq - . .,,,_. _.._„...-,.,_.a.._..�..._.,.r.�_•. - SPECIFICATION DETAILS laix°1f. PV-8 nrg Home SOLAR c CanadianSolar ROOF ,Sr GanadranS®i8r Make The Difference DIAGNOSTIC Make The Difference so AR AND ELECTRIC,uc ' ELECTRICAL DATA I STC MODULE I ENGINEERING DRAWING - J -", P '. '^• i�` ,",.,.,A F ".'., ,�¢y��p+ `. I A i/;l 1> :�?,� f 5 Fi �" �a�N IM P- s43n a.s ag�Wa f a SI�-4��No.OElectrical Data CS5 CS6p-2550 0W i55W RearViw FameUoss section F8 1P o.w 3VOanI 0 U eV It IY I 3 topii o"ti rigc t(I P)� e HOWE 8�LoondwitVoeayelv cn 31v 374V eb a B:e]A 0p4 NJ56 _[d _)$d I Mo •_ ��pe li¢T p l� -.-. 4n•C-egS'C ¢ Ma¢I Sytin V I g — 1000VOEq/1000V(1,10/6OW JUL) .THERESTIN[LASS aopll anon cbsslFlcxlB nl.¢,.a. `lI—A uid-.sw �Can is m ndlen-Soh odules'are the best in,diass Inform power—PUT of p .�.-_ and long term reliability.Our metic to,'product design and.:stringent - oualiryconlroI—itre our modules'deliver a higher PV energy yield din live. 1e "n OrY!r' '915 ' -pV sya;em as wellaSln pVsysYssys[em srmulanon'.Our in•hnuseDV testing - - facilRles guarantee all module,component materials meet'the,highest ELECTRICAL DATA I NOCT yual tysrandards possible: - Eleifrlcal Data' '[S6P-250P 66P-255G uPvua.f®m ropem. alemmlMWmum Pvw IPrtuV......_�,�I¢SW- r � 195W tg PRODUCT i'WARRANTY k,INSURANCE. opdn., o rq;v Inge IMnvl 2]vl 27 5V 'PRODUCT I KEY FEATURES osw'm, 0 �C 111 ) 6 60A 6 71A . . ... - oP n Maul,v 114 0-) 3a 2v M dv W W t AddetlV fus`FWe-,." _ d fs _ _._.. OIn Strd Shert d k W (I) 119A ]29A�„� () 'Excellent module efficiency antymdb mavr/m,rvnw �p_, N Z w n 235P I 1-V CURVES TV" w LU 7� ' MODULE I MECHANICAL DATA ]".""'-""""-"`- � � Lil< 'Outstandhtg performance at bw lrvadiance - ri ,a6ovq 96.5% - industrySpeaficatlon Dal ... ?STeesl dingle p 1 Y � ~ 10 Yea,P d 1 warranty mate als and k :.hip L•Cel TYP Ply-rys III 6'"�'�1 S Z � O .. [114 g�rr.rt 601g 10) �++Y [sy s5s O� N O() PosHiVa powartnternrlce (D I63a 9B1 00 1645A30.1a1.51in1 .Up tO SW C adlan Soler provldea 100%ro ano?IIeNe.lm la>evnnanlY W Igh HDgl61 — — U)� Insuxnce �F,un U ��3 2min.tamP - F m M i I. A dl d :Mfg It PTC rating IPI'r]3dV d / a 0 a m up to91.88% PRODUCT®MANAG EMENT SYSTEM I CERTIFICATES` cablea kdlad 61xAw 1000V(Uuo0W1)/ �s IEC 61215/IEC 61730.VDE/CE/MCSIIET/KEMCO/SIVCEC AU/INMETgO/CQC/CGC 12AVIGIUl600V1 000--+aw��t� Cpgn¢ TMCA.vr MG4 P Elc,...n..�.n........w o s .a;?o fs_ev P s xo,ss b. ra UL IT03/IK 61215 pert [E[II d(US)/FSEC(US Florida) ,tend dP ck e g 14p-50ayg(q t vend gM1 P rpel wig.ty w9eM SeR-dearing&'an:l-glaring' UL1103.CSA ilEC611D1E0]VOEilEC62716 TUV_I IEC6DO6B-2-69:5G5 MPJ 1 PI Per Cont I�6]2p_ (qO HO/ ® mod Ule SUtfate avaibble' PVCYCLE]EUIIDN1 I In Hr CI sl . - ISD9001 2c06 1 Qu hryrp ri d e f v t 7FMPERATURETHARACTERISIICS ISOTS1694920D9 iTh tl 1 d ryq Illy g !.Y t64 Sp dD 11 De. Parmei6ttUm IP67 jur-Jan bml.—gable 1Si0140C1200g i5!a d d f Zvi i I -g y t - long-term weather endurance QC09DODD,2017 'I The c nIflcale f0 hazardsubstancesP f management T me rt C f`I I MlAnaa)�"-~_ O24 'C� A QHSASI80012007 I In1 rnatscnal stand dr for occupst I health andlefety Tmp Gffm'd1NW _ -03g%u/�'C . sewn rywrabe�onarrm h�Mmfe�A eNllmaeeatep vraeurvww _ Temp .Heavy snow load ®IRCL. ® 0-00 c¢�. Nvm WO e.vt rig 411T P ratuic a5t2'C ' 'up to 54ODVa idl JEEi.`c\+' ' CANADIAN SOLAR INC. PERFORMANCE ATIOW IRRADIANCE' F ntled 2D01 in Canada.Canadian War 'JNASDAO C51QJ Is or.,of the Indu tY I'adl g rfp "'!i u i dl'Sl on g.1b t„.96,5% - Sal['.Mist;amttlona ad'd:bbwillg SanE. ld'sl rg t df re 9 9 I p. P I As dl B df R Af module vindvncY'6om and ndancavl3o0gw/m lo2 / IAM I:S. C) resistance apply to seaside,farm and I r na d l f d PV p Ie d lop I h b t 6 GW f o e IU q lay desertelnlromil modules deployed around lhewcrid m1helmsil?2 years[ d Sola IS :ol Updole Date. the most ba nbable lac,companies In.Europe;_USA;Japan and Ch na:.Canadlan . :30 OCT 201. Drow�nq No.: `Solarop fe011 iscu In over 70. tlef and. gin,... _ -Canadi nSolarl6 nnanie dt p itlng high q.Ity sol p d cl s,foiarsysmm .v nna•n. o M•w• N•^^ r;:Tam.b^•%. Draw rig.By.: sn+Aaa n+•` soluliorfsand servlcest slomerfa oundtheworld: sraanr e - r - � r..1.� Rev By: - TIC❑j - Date: 23 OCT 2014' 4, /,} /-^y, vA,,,' Ri y: SOLAR CAD '•$tY� l7lC b$eCT` 5sr1�' :. �Hd�'tlgd•�'dFsld' 3dg+'� �AvN�sflsW? Q " SPECIFICATION DETAILS iv/m/,. PV-8.1 nr SOLARMOUR Technical •r �UN Home OUNIRA�r U,riracCode-Complranslxt-11-tionAlamra( SolarMount iPaW0— SOLAR Part III.Installin SolarMount Sol_ARMOUNT seams ROOF S Part No.310132C,310132C•8,310168C,.310188C$,310106D DIAGNOSTIC. SOLAR AND ELECTRIC,LLC The Unirac Code-Compliant Installation Instructions support applications for building permits for 310208C,310208C-B,310240C,31024013110240111 photovoltaic arrays using unirac PV module mounting systems. 410144M,410168M,410204M,410240M epeo^qc This manual,SolarMount Planning and AssemW,governs installations using Lire SolarMount and. n�� F.Per'F SolarMount HD(Heavy Duty)Systems. Piopertles Units -SOLARMOUNT SOLARMOUNT HD Beam Height in 2.5 3.0 "0 EL „ [3.1.]SolarMount rail components Approximate Waiyld(per linuerff) pl( 0.811 1.271 Total Cross Sectional Area ire 0,576 1.059 Satiion Modulus(X.Axis) in- -0.353 0.898- - Q .0 Section Modulus(Y-Axis). in' 0.113 0.221 O Moment of Inertia(X-Axis). In, 0.464 1.450 Moment of Inertia(Y-A)is) in. 0.044 IWO Red-of Gyration(X-axis) in :0.289- 1.170 '+..,.1saft.•"' - 'i' � P Radius of Gyration(Y-Axis) in '0,264 0.502 V 0 \/ igure4.SolarMatintsmndnrd miliompreustts. - •Rags"are erauded using these atumiawo attnys:6005-T5,6105-T5,.6061-T6 y IZlI Z 0 0 Rail—Supports PV modules.Usetwoperrowof lockwasher for attaching Lfoot.Flashings;Use one per a w 3� modules.Aluminum exuusion,anodized. standoff.Uniiac offers appropriate fleshings for both - a� standoff type& � - W' � =o Now:There is also a flange type standoff that does not o 0 ©Rall splice—Joins and aligns rail sections into single requue an L-foot. - n Q o length of rail.I t can form either a rigid or the I_expansionjoinq S inches long,predrilled.Aluminum ;Q Aluminum two-plecesondoff(optipnal)(4Pand.71) — - � exuusion,anodized. Us one per L foot.Two-piece:Aluminum extrusion. ' Includes 3/8"x 3/4"serrated flange.boltwrth EPDIA SOT FOR T-OOLT OR 1.728 . ss washer for attaching L-foot,and tsvo.5/16"lag bolts. 1 SLOT FOR T-BOLT OR'. Self-drilling scmw—(No.lO x/")—Use 4 per rigid /4•HEX HEAD"SCREW Y"HEX HEAD SCREW splice or 2 per expansionjoinc Galvanized steel.. Q LNg am.far L-foot(5/16")—Attaches standoff to. 0 rafter. BOTTOM FOR CLIP BOTTOM dJP SLOT FOR . G BOTTOM foot—Use to secure rails either through roofing 2.500 material to building structure orstandoffs Refer to Tcip Mounting Clamps -loading tables for spacing.Note 3.000 please contact Unirac. —1—' for use and specification of double 1,4odt, - T ^�Top Mounding Grounding Clips and Lugs 1.316 ®L-foot bolt(3/8"it 3W)—Use one per L-foot to secure SLDT FOR. N _7� rail to L-foot.Stainless steel. a SLOT FOR ''-•3 Installer supplied mateAals: "HEXBOLT a" - 85 /e MIX BOLT 0 Flange nut(3/8")—Use one per L-foot to secure rail to Lagscrewfor L•fooe—attaches L-foot or standoff to 387 L-foot.Stainlesssteel. rafter.Determine the length and diameter based onpall- outvalues.[flag screw,head is exposed to elements,use •75 1.207_ . stainless steel.Under Bashmgs,zinc plated hardware is 1:875 Y Flattop standoff(optional)(3/8")—Use standoffs to adequate. Y - Updoted Dote.:3D OCT 201a increase the helghtofthe array above the surface of.the. L� L� ornw�n9.No.: roof or to allow(or thenseof0ashings.Useoneper x x ore ny.Br.: Waterproof reefing Sealant— a sealentapproprias - L-foot.One piece:Service Condition 3/Vierysevete) SOLFRMOUNT Boam SOIARMOUNT HO.Baem aet ey: zinc-plated-welded sceel.includes 3/8"x a/.9`bolhvith. rorrentloofii4di ng arranyofroComiult ffng. company - onte: z3 OCT zOta cu trendy providing warranry.of roofing. SOLAR CAD Dimen®orm s0editietl in inches utteas:rctetl. 14 - - SPECIFICATION DETAILS ins PV-9 oiv n. nrg�' Sr ^'J I GeefasWrt GFI-PloduclGuide ExplodedPlalut Home w GreenFasten-GF1 SOLAR i•�� e+"' Materials Ncedod fa Assembly ROOF �V�1 i yell.. IteMNo DesalphnnofmathraltPart ouanmy DIAGNOSTIC ,� at 1 GF1 Flashing' 1 y./--f 1: Lt023'&a<RA•(aMeroptlonsaralladeJ 1 SOLAR AND ELECTRIC,LI.0 4 3 SAd'EPDMBondad3b41&855 Washer 1 ■/l>a n 1 d tag Bph Yll I Qµep 4RCA, Reouired Tools ��NOWELE.r NJ �G r tea t W U uj s i i t m�aur«rsdgwt w'�nn�.a�e.0�m0.a atae S+ a, ia`eeama er aeepn: meJss.sn er 1 p � " Q w 4, Y .. U, O H v aq GeenFastvi GF1-Product Guide 1 tallahon.In hucti— GesetFastei GFI-Product Guide Installation lnsUucti—ith Comp—ian&atket N O -"' ":usein erlaladj i,imin nenlrraingedgtNnasltingniftn sln upi,ersnlnni cpRrsee - p D._Q a�.>�` 1.wee nudrg upu bat ml glas,urrt lle�ding age- 2.'R oianuMng anb<Nv^notararm rctwnarenaninartt ( f I" -_ �. ongagesnNls.Mee emoining dlsh to odJust. g ged leading ebg In ihing medlt a I.dI.SlRi 1. .w{..9 ( f j L pl pe N ta,b Nla aceM Tlm Mlyy lfT Imh . X r tttaa�/� i • � I 4teY�'r Ptt ,eufV iva:, � �Y -4 ( Y »,�.�" •twy➢ S- � . y - ti Pie n WNb�wna Mamb: - 9 1. 1 a ,I � �•• xj t- z '..1�1= 'q.Loot'. rt ds Ph _li(anb nKal11 roinvkft rolih pbslnehibr: - _ +j -�,.� •�• a 1nn1 eaNG enF tte flath 9 - ) ahEPDaamete)Im Melig bolt.FaOflll wtM1 sea11 n6EcoNnpl Soly rem a FaoM Al - s3Irma to fashl g so the top part I d the hw f bl gl bpushed far gh -UP IIDPe to 9 #buntg�I MPatio!r Uih pi IJott In sh h to lealeading geege.f . J - - rwt - _ 2.tf eftl dj.t IMt N9ag fibahisghpin II N ppe ttlnsJl aauises. - T S 3.Reinstall flashing with notdle,,area upakpe 4.position notcheb k- m bng edgeundaeatl ii hauls a s shcher, I , -C..Un e PPIl tl ulewllh Gr F ten ftishinglule - 1" ➢ „ 9n1 IMeI gbdtt thr 9h th EPDfAwa h M topcompr d pp tt atYe10.-- Updated Date '3D OCT 20l Nbliharetlhfhp.£ki Nails FareaA mNe�- ® t02ing ImI gth iathal. CGMub Np MB k6�elM lheg k Oh i Mme xf - nerd ga bl t M ➢to - Drowng No x. 44 r n .. A¢I tih I g b.iM gh MBEDDM a M C rryM gltl mmprnil n Dow By. 'Cndd bin.gaskatetlh I M Po M g tlmtblM1a rifle. Rev.Dy: S S 9 ashe,the CX5Oohthro chthe 55 n--Mbar the ndthegydt"h Me EPDMbhing Date: 23 OCT 20t4 naSha,Me CPSOgINleO canprassipnbnIXet andthe gasket"nolelnthehshFg. - �, [Pn'sutt q largo cowww.emreslemoi 'ndl t M rt SOLAR CAD y, I ragm n geaa. 3 Torq tTh g I nay 1WI at q e aip b asps of g m ryp@Nwobb L arhatl Nye 'm 4 NI Uata f0 propertprd -Wce M UDse me M-lrae l,.."a s4.,. V bftn bo d C n bgl top h Nln kl -M h mp R tgan e� ^a+' Imtva tldlt .I'l f t sUe Cad i lto—WhIu....n'h—ryb Mry .- � �.�-' 'neeJto[lopan0 useel➢tche lbhlhRfie nstall, '•notplaureu. - SPECIFICATION - macaaar amr erne w,ami. .,p. .. 2.2 ° ra ease B xo eaa•,almm rmwm ... a.y.,wu•w•e, .yw.wew�a ea.tw.,o a.,,aeunaau a.se.tea as oal'.'-see.—'se•eia5.. .n..:aw.m,➢a �`y ue,ewawkw,.a..rw,a sywvwa .a,➢ a"°`az.'ae meema wnamai ..wa.naa aoean"t ima .eam 21 DETAILS I � 2 3 4 5 L l B 9 10 2 19 N IS IL Il 18 19 20 21 22 23 24 25 2G 2T I Ln I i REAR ROOF 2-1 PANELS EXISTING ELECTRIC PANEL • EXISTING ELECTIC METER may^+ REAR ROOF N — ENINVERT INVERTERS AZIMUTH: 23202 Ln AIR GAP LE55 THAN L'(RACK MOUNT) CSIP-235PX n Eh tease TOTAL SYSTEM SIZE: 6•q KW DC � M-215-LO-2LL-S22-IG PANELS-235w Home � Canadian Solar Panels 41 noouLEs-135W/255W PER MODULE ROOF DIAGNOSTICS SOLAR AND ELECTRIC, LLC SITE MAP '_ y T�~1 ' •-' START RESIDENCE DRAWING BY:Pn CS6P-255P C HOOTUIT MA, MA LANE 02635 REVISION PANELS-255W 6Y; Canadian Solar Panels DATE:15 OCTOBER 2014 (508) 428-5101 ■ JHNO RYAN MM nINC,, 888.230.9650 T611 Free CO , 508.732.4135 Fax To whom it may concern, Patrick Duffin is an employee of John Ryan Company, INC. covered under the workers compensation policy and authorized to pull permits. -s c s r' Signed, Date ZIK /s` 6V 149 Camelot Drive • Plymouth, MA 02360 - 5500 South Tampa Ave. • Orlando, FL 32839 www.johnryanco.com Tom Petersen Architects Planners Mr.Thomas Peary,Building Commissioner October 31,2014 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Re: Solar Panel Installation Start Residence 51 Hopwell Lane Cotuit,MA 02635 Hi Tom, I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof: ZZI 4 Criteria: Applicable codes: 8'h Edition Residential Code(2009 International Res` ntia! Code with Massachusetts Amendments) 0 En --n 2001 Wood Frame Construction Manual °- 03 Design roof load: 40 psf live load, i5 psf dead load,55 psf total load Design wind load: 110 mph,35 psf =y I YJ My f1dinA are as follows) L am, 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (wood roof trusses @ 24"o.c.,with 2x4 chords and rafters,truss span=+/-27'4") is sufficient to bear this additional load. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated for 110 mph.This project requires the larger Solar Mount 1-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum.Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4"long lag bolts. 1 therefore certify that this installation complies with the applicable codes and design loads mentioned above and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! Si rely yours, 1*)A Tom Petersen Cc: Kelcy Pegler,Roof Diagnostics 6 Country Lane•Howell,New Jersey 07731 •Telephone 732-730-1763,Pax 732-730-1783 i PROJECT NAME: Ujc,,A ADDRESS:- � � c A-1 PERMIT# !S9 PERMIT DATE: M/P: (O�b LARGE ROLLED PLANS ARE IN.- BOX SLOT Data entered in MAPS program on: By:.. tHE t Town of Barnstable 0�� O„ BAE. = Regulatory Services 9 MASS. ,639 M s, Building Division plFD PS 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location S/ 1921� 444—e c._-- Permit Number Owner Builder 6,eE_ I One notice to remain on job site, one notice on file in Building Department. The following items need correcting: " p 1� tU --*� Cec 7° w �' rl�eE-(20z E- /", &�4� g � � 06°�IAI&� -7%e e5 Please call: 50`8-88662-403*-8=for re-inspectio Inspected by Date M TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 4 40 Parcel 0 Application # o`�✓ 5 Health Division Date Issued 2 Z Conservation Division (< ,t r : Application Fee " Planning Dept. Permit Fee . Date Definitive Plan Approved by Planning Board . Historic - OKH Preservation/Hyannis s Project Street Address 5i 140P9W6Q_ 14N5 Village C 0-ro I T Owner 'S•r.0-T /64J00 &iqa•"r Address SAx--]r, Telephone 508 4{2g 5103- «, Permit Request C0N5ra_.uc.-r A• ScN6tZC- 642- ax4�LAGtii�,- 4CD rill oVJ WrAC466 TO �S-r►Nrz �vv�L�;l+�Z3r Wtr'14 t/1).4LiL. ,N C"Sr,-r o�F. x i5riu t/V�caSrf�rL � Square feet: 1 st floor: existing 1446 proposed 2(0 2nd floor: existing proposed Total new IZ(p Zoning District �� Flood Plain Groundwater Overlay Project Valuation�a o .00O Construction Type Iv'%oh Lot Size G a Grandfathered:. ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ Multi-Family (# units) Age of Existing Structure 1942-• Historic House: ❑Yes N(No On Old King's Highway: ❑Yes 191'(No Basement Type: 0 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 1 D Number of Baths: Full: existing 2- new 95 Half: existing new _ Number of Bedrooms: 3 'existing 0 new Total Room Count (not including baths): existing to new First Floor Room Count Heat Type and Fuel: XtGas ❑ Oil ❑ Electric ❑ Other Central Air: ;gYes ❑ No Fireplaces: Existing I New Existing wood/coal stove: ]Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:',❑existing ❑ new size_ cry Attached garage: ❑existing knew size _Shed: ❑ existing ❑ new size _ Other;; :. t M. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Inn Current Use l010 Proposed Use 10 C APPLICANT INFORMATION (BUILDER OR HOMEOWNER) a Name Ac4)q� 04P9k..j Telephone Number Sad Address � ��'n'`'"4� License# o'�12--4-3 C 0 r i K4 Home Improvement Contractor# 1+3 3,S8 Worker's Compensation # 00S'453- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2 ► Z- FOR OFFICIAL USE ONLY APPLICATION# Z RATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 't DATE OF INSPECTION: FOUNDATION FRAME r Aj INSULATION A' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT " ASSOCIATION.PLAN NO. ri T6 W)i of Baru table . " Regulatory S6ryices n ciii ag F. Geiler,Director ` LLtiLLLl�g iyfEion, Tb omas Perryr CB 0,•Bufldi ag Commissioner.. 260 Main S`hi-.ct, Hy MA D2601' . R'�t'4P.fa'sYn..baz?tt•tabl�rna.vs ; r Offices 508-862 4Q3 8 Fax: 508-79G -3Q' PLAN Owner- Srw/t Y Map/pl=l:: D Sao .DSO; Project Address SI h6 wE�� CAAft- er.•B uilder- The fallowing itemg were noted,on revie-Wing: i �v c�,,�r�w rro�/ A the Gc c7'io�/ /lists l' �E r ' '�/l/p't "J�-D��c�f�'Z�E�Z'Ul-�..� �S �-S �L,�i /U��' r�/2�• ,• o G Gvo iel S ?' .� RegieWed by.• � � Dade: 2 S . ,per . \ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information n Please Print Legibly Name(Business/Organization/Individual): / .40i-LoibE &i1�t S�3 Address: 1 S3 Co�'+►ram-tom Sr City/State/Zip: 4supbr, K14 07-641 Phone#: Are you an employer?Check the appropriate box: Type of project(required); 1. I am a employer with �� 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors � ❑ listed on the attached sheet. 7. ❑ Remodeling 2. I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, ❑Demolition working forme in any capacity. employees and have workers' q kBuilding addition [No workers' comp. insurance comp. nce.t or 5. ❑ We are a corporation and its 10:❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL c. Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.❑ Other employees. [No workers' 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: 4"6ct A Policy#or Self-ins.Lic.#: 00,943 Expiration Date: 1 1� Job Site Address: 5'l �,P�,abLt. � City/State/Zip: O orq►r MA 82JOIN 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 aims and penalties of perjury that the information provided above.is true and correct. Si�na , e: Date: 1 �� Pho r 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 Phone#: Contact Person: Client#:61439 CAPEENT DAT7'lwrt+Dn/YYY» ACQRM CERTIFICATE OF LIABILITY-INSURAN E 04115J2011 'THtS.CERTIFICATE 13 SSUED AS A MATTER OF WFOR"TION OK AND CONFERS NO RIGHTS UPON THE CEFiTfFTCATY HOLOU. :IS CERTIFICATE DOES.NOT AFFIRIKATiVELY OR NEGATIVELY AMEND,V(TEND OR ALTER THE,COVERAGE AFFO12DED.BY 114tTOUGO BEkOXY.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTrrM A CONTRACT BETWEEN THE MUING INSURER(S),AUTHORIZED REPRESENTATWE'OR PRODUCER,AND TME.CERTIFICATE HOLDER. t'ORTANT It ce.i Kate twldx. an ADDITIONA S RBD p01 cy(wa.must endatseQ,If 5U8R TA .:S W YEA,s 9Ct to the terms and condltlOns cf the p Ac coatalit poUcib,s tnay rot;ulro an"domement.kstatamant on thls'catll 4W4 dOea not.i onter rlphts to.the „ ;certificate hgidor loalou af.a;uch endo!sePNr,�l�,6� . .. ._... RODVCCR ._. � �•. R ers:&.Gra .Ins. .P. mouth. oS Y IY 546-3311 . �rc,�te. 341 Catir Street s. #'.Qr Boz 3700 VIM Pt oath,MA 02361.3700 t at><u.... s�tiRomo ctivErtaaE.. Na►s", rottdt on co : wssiarD titslssea A.at '17004)... Capew.ide Enterpt$aesad.0 rvsu te: . J.P.Macomber&:S.ons • INSVRF.RO� _^ RO Box 763 - Centerville,MA 02632 lltacan. CRT11=1CA M ' REYISIQNtIU t3Ei3:. 1.81SASTO CERTIFY THAT THE.POLICIES.OF INSU: CE U$njD DEL.OW NAVE sm 19SUEDTO TtiE INSURED NAMED ABOVI;FQR7"4 POLICY PERPO INDICATED.NOTWITHSTANDING ANY REQUIREMENT;TERM Gil CONDITION OF ANY CONTRACT OR OTHER DOCUM@NT WITH RESPECT TO WHICH THIS CER'TIFI.CATE MAY BE ISSUED OR MAY.PCRTON,:THE o4VA ANCEAFFORDED BY THE POLICIES DESCRIBEp4.i[4 eIN IS SUBJECT TO:ALL:THE"PERMS,: EXCLUSIONS AND.CONDITION$OF SVCH POLICIES.LIMITS SHOWN MAY HAVE.BEEN RE CEO BY PA O OLAJMS. LT£t q' tnera ►�t IA>slrtTY CPPOSWDSO813 1201.,1 .(�lAbiFNiaPi.:Gt3�RJSL l'�AB4Jn ��-��= r u A<Ms�AAcr MR OCCUR r a.Jm a Sa 0#10' sr(L, : TIK4IA PAR I¢{It�;t4: 4 tfDP�tS�! + trl� .A avTaNCINLE U00rtY J N r AUTO BODII Y."RY(pot peaebi 41 OWNED AVM3 6Q.44 Y 1JI�/R1 J,Pe(acedorul:,�. SCMCp.UI;GDAUT05 ;i`+�Ri� tEjtl?71fiti!1GC.'.: bu+50:AUTOS .NON-OMCDAUTOS .:. .�,. ,5.. . ;5 A:. ctauu 4�IG8f8'id 3( D41 O+ OP,ti!'. + OtIt000_ :a .... :. :s ' 4, 10000 aos�asr 1a:o�rt+ � Ab t FIPI EttO W8 v IN ANY PROPRIETOPiPARTN OCF14£RlMEMD6R EXCLUDE 076 WA'. IMenenwy N NHI.. '�«. .. S t}Q!iQc QvERArQMb/tACATIQN6'1 YEF11Gt;Es tAfr�A A4ARc f:af:AtlQedo�l ttan.IKs.aelu�wlA:U moeo w�w''b rrWka43: Propri;ctors1PisMemMXevAlV*:OtNe1*01e0bom Ucfuded: Billiard Capers (Sae Attached Qescil(ptions) ax: SHO1,10AI IY OF YK AWV9 MSC UKI)POLIC�:09 ANG W 6EFtNS: Ti(E gppG*TIOh OATS=HEREOF,:NOT�rF.:'WN;4�8E DELIVERED_Ui l REPAEaPJtTATIVH _ tl1988,2t3G9 ACORD CCRP13itATTQf� Aq�lghts:rosOtved. ACORD.25(2009109) 1 of 2 The ACORD name and logo art r"isterad malts of ACORD #865874#M65871 L AT 1 m.rr lit ri.m �tivvr%i..rr +_rCen.se. CS-089273 RICHARD M CAPEN r. 122 WIER74AR RD COTUIT M7k 02635 Z. � xn mtc crnri�r ^!t„ 11/27/2013 _ Office of Consumer %rfairs& tiu.:inc.<Rcuidaunn HOME IMPROVEMENT CONTRACTOR h,'•� Registration: 143358 Type: Expiration: 7/8/2012 Ltd Liability Corpo CAP EWIDE ENTERPRISES L.L.C. RICHARD CAPEN 4507 R RTE 28 COTUIT.MA 02635 t'ndersecrNar7• Restricted to: 00 00- Unrestricted I- 1 2 Family Homes Failure to possess a current edition of the . y Massachusetts State Building Code is cause.for revocation of this license. Refer to: •WWW.Mass.Gov/DPS License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation r4 r 10 Park Plaza•-Suite 5'170 r Boston,MA 02116 . �-'it �oFTMEr y. ToWu of-Barnstable Regulatbry Services s,�xsninrg, MASI Thomas F. Geiler,Director 4 AT s63P aim Eon Building Division Tom Perry, Building Commissioner 200 Main Street', Hyannis, MA 02601 www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-623 0 Property Owner Must Complete and Sign-Tbis Section If Using A Builder 1. DAO l t> �� , as Owner of the'sub'ect ro . J p Pt"t3' hereby authorize 4..?tih->itw, to act on toy behalf, , in.all matters relative to work authorized by this building permit application for. s� 1 , (Address of fob) Signature of Owner Date Print Name a . If Property Owners applying for permit please complete the Horgeowners L.icease Exemption Form on the reverse side. i _. 110 MPH EXPOSURE B WIND ZONE Checklist 1.1 SCOPE Wind Speed (3-second gust).........................................................................................................110 mph WindExposure Category.........................................................................................................................B 1.2 APPLICABILITY Number of Stories .............................................................. (Figure 2)............... stories <2 stories Roof Pitch ........................................................................... (Figure 19) ............................ (0 <_ 12:12 Mean Roof Height .............................................................. (Figure 2).......................,..�. ft. <33' J Building Width,W ............................................................... (Figure 4)...................6 ....... 50_ft. <W i Building Length, L .............................................................. (Figure 4)................�.Q...........Ei0* ft. <80, -� Building Aspect Ratio (L/W) ............................................... (Figure 4).........2,..�..<........2.3 3.0:1 Z... 1.3 FRAMING CONNECTIONS ptC General compliance with framing connections?.................. (Table 2).................................... ................... 2.1 ANCHORAGE TO FOUNDATION Type of Foundation ............................................................. (Figure 5)................................ CJVI(� ✓ Foundation Anchorage Proprietary Connectors Uplift. ..................... ............................... (Table 3).....................................U =V17 plf ./ Lateral..................................................................... (Table 3)......................................L= 132plf Shear...................................................................... (Table 3) ..................................... S=4f3 plf 5/8" Anchor Bolts Bolt Spacing ....... (Table 4) A�41Y,4444441ti .vxxvvvvxxv Bolt Embedment..................................................... (Figure 5 ..................... in. Washer Size (Figure 5 3 in. x3 in.x `8'in, thick 3.1 FLOORS Floor framing member spans checked?.............................. (IRC or WFCM).............................................. <,« Maximum Floor Opening Dimension................................... (Figure 6) ............................... D ft. <_ 12' Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................. (Figure 7)........ ft. <_d Maximum Cantilevered Floor Joists ., Supporting Loadbearing Walls or Shearwall................. (Figure 8)......................................�ft. <_d »> Floor Bracing at Endwalls.................................................... (Figure 9).................................... ........... f Floor Sheathing Type.......................................................... (IRC or WFCM).................... ...... f�JSP Floor Sheathing Thickness................................................... (IRC or WFCM).......................... ...... Floor Sheathing Fastening.................................................. (Table 2).................................................?D 4.1 WALLS Wall Height Loadbearing Walls........................................................ (Figure 10).................................�.ft. <_ 10 ✓ Non-Loadbearing Walls ................................................ (Figure 10)...............................1. ft. <_20' / Wall Stud Spacing............................................................... (Figure 10).......................... & in. <_24" o.c. Wall Story Offsets ........................................I.............:........ (Figures 7-8)........................I......._in. 5 d 4.2 EXTERIOR WALLS Wood Studs 9 Loadbearing Walls........................................................ (Table 5).....................2x- 8- ft. /I in. Non-Loadbearing Walls ................................................ (Table 5)...................:.2x_(p - l3 ft. L in. _01 AMERICAN FOREST&PAPER ASSOCIATION MINE FF!= 770 MPH EXPOSURE B WIND 20NE Bracing Gable End Walls ✓ WSP Attic Floor Length................................................. (Figure 11)..............................._ft. >_W/3 Gypsum Ceiling Length................................................. (Figure 11)............................._ft. >_ 0.9W Double Top Plate SpliceLength................................ ............................... (Figure 13)........................................... C_ ft. ✓ Splice Connection (no. of 16d common nails) .............. (Table 6)..................................................10 Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 7).....................................U= 123 lb. ✓ Lateral (no. of 16d common nails) ................................ (Table 7)................................................ 2— Non-Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 8).....................................U = tO lb. Lateral (no. of 16d common nails) ................................ (Table 8)................................................ `.- Wall Openings J Header Spans............................................................... (Table 9).........................—I ft. 3 in. < 11' T Sill Plate Spans............................................................. (Table 9)......................... Z. ft. 6 in. < 12' Full Height Studs (no. of studs)..................................... (Table 9)................................................ 3 Connections at each end of header or sill Uplift. (proprietary connectors)............................... (Table 9).......................................V-4A7 Ib. Lateral (proprietary connectors) ............................. (Table 9)..........................................5f lb. Wall Sheathing Minimum Building Dimension, W Sheathing Type...............:....................................... (Table 10)..........................................iNSP Edge Nail Spacing Table 10 4 in. Field Nail Spacing................................................... (Table 10)......................................... I-2, in. Shear Connection (no. of 16d common nails)........ (Table 10) ............... .3 Hold Down Capacity Table 10 Percent Full-Height Sheathing................................ (Table 10) ..................................... ......�% Maximum Building Dimension, L SheathingType...................................................... (Table 11).........................................."I Edge Nail Spacing.................................................. (Table 11)........................................._!!�_in. FieldNail Spacing................................................... (Table 11)......................................... 12, in. Shear Connection (no. of 16d common nails)........ (Table 11)........................................... .... 3 Hold Down Capacity Table 11 Ib. Percent Full-Height Sheathing................................ (Table 11) ............................................ II—% Wall Cladding Ratedfor Wind Speed?......................................................................................................................... 5.1 ROOFS / Roof framing member spans checked?............................... (IRC or WFCM).............................................. V Roof Overhang.................................................................... (Figure 19).......................... I ft. <_2' or U3 �— Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift. ....................................... (Table 12)...................................U =7-/031b. Lateral..................................................................... (Table 12)....................................L=/_6 lb. Shear...................................................................... (Table 12)...................................S=ZZ lb. Ridge Strap Connections—Tension ................................... (Table 13)....................................T=137 plf Gable Rafter Outlooker....................................................... (Figure 20)..................... & ft. ft. <2' or U2 / Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. ...................................................................... (Table 14)...................................U =41?' lb. ✓ Lateral..................................................................... (Table 14)....................................L=L lb. ✓ Roof Sheathing Type .......................................................... (IRC or WFCM).................. ..... wsro V Roof Sheathing Thickness............................................................................................. g in. >_3/8"wsp Roof Sheathing Fastening................................................... (Table 2).................................................. d 7 AMERICAN WOOD COUNCIL REScheck Software Version 4.4.2 Compliance Certificate Project Title: Start Residence Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 51 Hopewell Ln. Capewide Enterprises Cotuit,MA Compliance:Passes Compliance:16.7%Better Than Code Maximum UA:6 Your UA:5 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss --- — --- --- --- Exemption:Framing cavity not exposed. Wall 1:Wood Frame, 16"o.c. — — — — — Exemption:Framing cavity not exposed. Window 1:Wood Frame:Double Pane with Low-E 17 0.300 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space — -- — -- — Exemption:Framing cavity not exposed. Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title ' Signature Date { Project Title: Start Residence Report date: 02/08/12 Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Start.rck Page 1 of 4 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss Exemption:Framing cavity not exposed. Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity not exposed. Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/fruss:Over Unconditioned Space Exemption:Framing cavity not exposed. Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk;gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and.ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Project Title: Start Residence Report date: 02/08/12 Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Start.rck Page 2 of 4 o Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 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 dearly marked on the building plans or specifications. Duct Insulation: Ej 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: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts 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 spray polyurethane 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). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough4n total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: O 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: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. 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. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. . Project Title: Start Residence Report date: 02/08/12 Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Start.rck Page 3 of 4 Exceptions: I Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting 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 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 falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). 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.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) Project Title: Start Residence Report date: 02/08/12 Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Start.rck Page 4 of 4 b SPB Desigtis Invoice P.O. Box 1441 Easton,Ma. 02334 Date Invoice# 1/19/2012 365 Bill To Capewide Enterprises Description Amount Addition design for the Start residence @ 51 Hopewell Ln.Cotuit,Ma.Five sets of working drawings to 1,200.00 include floor plans,elevations,foundation plan,framing plans and section. 50%Retainer=$600.00 Balance due @ plan completion=$600.00 Structural stamp cost not included. Final plans will not be released until paid in full. Thank you for your business. Total $1,200.00 Payments/Credits $-600.00 Balance Due $600.00 OPP NORROW WOU' '011HEIN6MET HOD- rumm lips � •-�� <`� �` The APA Narrow Wall Bracing Method is.a simple, site-built solution that allows builders to construct r.. segments as narrow as 16 inches next to window and door openings. Be sure to check for these essential details when constructing the'APA Narrow Wall Bracing Method around garage openings. ✓``:; For complete information on the APA Narrow Wall Bracing method and its applications in locations other than the garage,please see APA publication Narrow Wags That Worn,Form D420. *..x \ ik<fY�yLo + sheathing a q> v t -; ': must extendheader 3. J \ ? y ° t t r. '� 'lG. k'tfi: iktita•;i.,',•" +:;;k'<;`yr.^:%':z'; i ? :; t q '.i.��`•: O:i»ii.ti:%�tom^..- ,.".:j;:p:j:; xN ff' [:', 10li' �tk. `l' .;:......:'•+�.,:.: v$$2:5't:::�<:'ri:2::' 'C • 4 _ Y> e. K 5.1Nail schedul^ 8d common } EYTFR 0. , GARAGE13 • (� f,�t:•,,.t�''x fi � ' c '£ gA Wall j P �a n she in r i w u over Y P ader s + I t <: :QUA S'><k- t�^ \2d`�•< ,Y P $ t : f f opp. x Nail schedule y {' f •a »Z mPd Pgfif 8d common `^, f k <t 11 t ) THE ENGINEERED WOOD ASSOCIATION :n h•ivii •ni•:;�.. '•>vNer:;.v>:•w>..+v::: _ rr:::;i vnnv.i:,iv- Y ;o'«rve«w>r>.:r:•<v:.wv,>.<o:,,'�ova:v->�v.,,::vw::.v-v,v<;n-,,m,>rJuax.arrv.<..x.:uv:;w q 2 s z Extend header to king stud { r_W Nail top plan to Header z with.two rows of t 6d non 5 ) \ ZI at 3',a.--. 3 i r J >: u s � R r INTERIOR 22 j ..• ��':\rf-r•Y >0. J,A RNJ -/- ') Thti �,{.:xar+,• Y !:. -hu rc Y.:;):'•: .,} � I'S' •��• Y.tij;,;:ai!''.;i S. .t • 1 ;>fr• n 3ih KSc �2• tV: r l I'S VIEW Pp/O•,F OPEN INQ 6 InstallY J:o. l000-lb stra {> M►Ht8 ; r.iw•N 6 � � 2 anchor Botts with � min 2" 2"x 3/16"� ..vu::.i:v:.,v>ri>xv:::.v.•n,.•.vr ..>+..nw.....r.... ..v.nr.r.. x plate:µushers: . Nail comer studs together p ° ;:I 2 rows of 16d at 24"o.c, l ,fi<:; >• <' ' a r' Stud optional io'.. `: x Fri < > support interior Tli isii :' t • > WET / �—- lJ}pSUtTt .2 9 R Ud optional pt :J + F r •� - tidy �, 8d at 3"O.C. (PLAN VIEW OF CORNER DETAIL) :r We hove field representatives in marry major U.S.cities and in Canada who DISCLAIMER can help answer questions involving APA trademarked products.For additional The information contained herein is based on APA-The Engineered Wood C; assistance in specifying engineered wood produds,contact us Association's continuing programs of laboratory testing,product research,and comprehensive field experience.Neither APA;nor its members.make any war-' APA L.THE ENGINEERED WOOD ASSOCIATION ranty,expressed or implied,or assume any legal liability or responsibility for the-HEADQUARTERS use,application of,and/or reference to opinions,findings,conclusions,orreco 4. 7011 So_19th St.•Tacoma,Washington 98466 ommendotions included in this publication.Consult your local jurisdiction or. r' (253)565-6600•Fax:(253)565-7265 design professional to assure compliance with code,construction,and perfor- mance requirements.Because APA has no control over quality of workmanship c or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed:' :y PRODUCT SUPPORT HELP DESK (253)620-7400•E-mail Address:help@opowood.oTAPA 'Form No.F435 THE ENGINEERED Issued January 2006/0010 WOOD ASSOCIATION v: 2X8 RAFTERS @ 16" O.C. --------------------- ' �------------------- ----------------- --------------------- --------------/-- -11--------------------- ------------ -- ' 0� 0 --------------------- ----------- - -------------------- --------- --- --- V ------- -- --- --- ' -------------------- ----- --- --- --- CRICKET ' __________________ T _ O - -- --- --- --- --- ' m OT @ _ r--------------------- cl) T I 'r'� 2X10 RIDGE CA - --- --- --- --- I O DC I-r-------------------- WII -------------------- c� LL -- -------------------- ------------- --- -- --- --- - i i 2X10 RIDGE ONi l N I ' --- ' \ r--------------------- -- -----\ --- l ,----------------------- ------------ --- ' -------------- --- ' -r-------------------- ---------------- - ' r-------------------- ------------------i , F____________________ __________________y ' 3-2X6 3-2X12 EADER 3 2X6; ' NOTE: EXTEND GARAGE DOOR HEADER ' FULL WIDTH OF WALL PER APA NARROW WALL BRACING REQUIREMENTS ROOF FRAMING PLAN PLOT PLAN OF LAND CLIENT FILE NO.: 2136 DEED REF: OWNER: JANET M. START PLAN REF: LAND COURT CERT. OF TITLE: 185797 ADDRESS: 51 HOPEWELL LANE LAND COURT PLAN: 22824-D (SHEET 3) COTUIT, MA ASSESSORS MAP: 40 PARCEL: 55 a- `4 M Opp (40, c 1% � i � y C'9/1i � MAP 40 007) F PARCEL 46 56212g.25 O� \NIN MAP 40 \ PARCEL 55 29,942 S.F. 14z*S> 14O� sr � OF <NG o' I � SrFps id` I 2 _ EXISTING o •fq lam SEPTIC TANK-o O �O, EXISTING MAP 40 LEACHING PIT /� �� PROP. 14'x30' PARCEL 54 \303 P• iQPJ�� GARAGE G�lj �OF ADDITION ^tA �p,N :40Y ZONING: RF REQUIRED PROPOSED FRONT SETBACK= 30' MIN. 44.0' SIDE SETBACK= 15' MIN. 31.4' REAR SETBACK= 15' MIN. 130.3' BUILDING HEIGHT 30' MAX. <30' I hereby certify that the lot corners,dimensions,and setbacks JC ENGINEERING, INC to the proposed addition as shown on this plan are correct and were based on a field instrument survey. Conformance to the 2854 CRANBERRY HIGHWAY Town of Barnstable By-Laws and Regulations shall be E. WAREHAM, MA 02538 determined by the Zoning Enforcement A ent. TEL. (508) 273-0377 FAX. (508) 273-0367 ola��P�ZN 0:1,448ggcyG� ` DATE: FEBRUARY 29, 2012 SCALE: 1" = 40' JOHN L. CHURCHILL JR. o No.48066 Bess Is J� A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL A L NUMBER 2500010018D DATED 07/2/1992 HAS BEEN CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS ZI2�I��, DWELLING IS IN FLOOD ZONE C AND IS NOT l LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. Date Pro fe ional Land Arveyor JCE#2136 PLOT PLAN OF LAND CLIENT FILE NO.: 2136 DEED REF: OWNER: JANET M. START PLAN REF: LAND COURT CERT. OF TITLE: 185797 ADDRESS: 51 HOPEWELL LANE LAND COURT PLAN: 22824-D (SHEET 3) COTUIT, MA ASSESSORS MAP: 40 PARCEL: 55 o M . tioAF Q MAP 40 �TJ PARCEL 46 o��,Zp' NIZ — MAP 40 PARCEL 55 29,942 S.F.t 4FcK NG o a - sr as �Q) 2 2 EXISTING o p �j co SEPTIC TANK EXISTING MAP 40 LEACHING PIT `�. ��C\� EXISTING . PARCEL54 �3p3 ,�Q1� QP FOUNDATION o'� ! \o N �G`�O0') �, ho ZONING: RF REQUIRED AS-BUILT FRONT SETBACK= 30' MIN. 44.0' SIDE SETBACK= 15' MIN. 31.4' REAR SETBACK= 15' MIN. 130.3' "FOUNDATION AS-BUILT' . I hereby certify that the lot corners,dimensions,and setbacks JC ENGINEERING, INC to the existing foundation as shown on this plan are correct and were based on afield.instrument survey. Conformance to the 2854 CRANBERRY HIGHWAY Town of Barnstable By-Laws and Regulations shall be E. WAREHAM, MA 02538 determined by the Zoning Enforcement Agent. TEL. (508) 273-0377 FAX. (508) 273-0367 ow�P��H of 4148s DATE: MARCH 6, 2012 SCALE: 1" 40' G 3 JOHN L. CHURCHILL JR. o o N 4806 A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL ` NUMBER 2500010018D DATED 07/2/1992 HAS BEEN / S GIS CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS 3�C¢ 2, DWELLING IS IN FLOOD ZONE C AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZO NE. Date Profes onal Land Subeyor 'I JCE#2136 i I � � �W I i � 4 3 I i i . ' � III �- ` , i Ck Town.of Barn-stable *Perm. # 410 Expire fr date WS Regulatory ServicesFeeMAM Thomas F.Geiler,Director PERMIT Building Division t ,7 m Perry,CBO, Building Commissioner " r 200 Main Street,Hyannis,MA 02601 roUV www,town.barnstabl@,ma,us Office: 508-862-03 RfvSrABLe Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint. Maplparcel Number o CIV Property Address x u e t l L�l w f;of ('1,4 02 6 3f w 0 Residential Value of Work Minimum fee of$35.00 for work under$6000.00 cadutsi� a - s l (4o2rcj_,e(1 and ()?ZYr Contractor's Name_` 1 t M h-P4.01f Telephone Number 22d e Home Improvement Contractor License#(if applicable) JY 30_ 3 Construction Supervisor's License#(if applicable) 5 �� ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner, rdl I have Worker's Compensation Insurance Insurance Company Name Workman s Comp.Policy# o?,2YA132- 2-/U Con"of Lnsura..ce Compli—ance Certificate must accompany-.Mch permit. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ke^a-I nil ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors 71 'i iCB�aiaGcu�2iii wvu+w wa;uwx�;aa+ucia. i�-vaiva {ju8iuuw�i.v�y m"vi:wuauv "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 Cup'j vav`�cacoi�aurwuajaTrii.= twauce�aysSa7��iuGcTa c aiiwi�Ta�i.�iiwauu a iiyroiw�ivia,i.i��Eu c iS required. SIGNATURE: C-%TTnn a.\An 11.*tA A T---t .in..1C-- f Q"110al l r ArQ7 A A 7\T+ TMC Ann Revised 072110 f - GTle. ,zo,uuel�z Office'of Consumer Affairsa&B �ME sines gn IMPROVEMENT CONTRACTOR� lah n� i License or registration valid egistration: for indi_-_---^-- R _; ate RACTOR before the expiration d . vidul use only, 1.43053 If found return to. Expiration 6114-j2012 DBA Type: 1 Office-of Consumer Affairs and Business Re ulation K ING CONSL i i �j 10 Park Plaza-Suite 517fi g�.� . t Boston,MA 02116 TIMOTHY KEATING� ms_ LOW 54 ER BROOK<RD " SO. YARMOUTH Mk�.0 2664 " Undersecretary a— s Not valid without signature - Nlassllcliusctts rrtnich�t of Public Sat(h 13p.1rd of Btiitdin Re tilahrms and Standa d♦ Co.nstruetion.SuperYisor Specialty License <. a. License: CS SL 99351 Restricted to: RF TIMOTHY KEATING 54 LOWER BROOK ROAD SOUTH YARMOUTH, MA 02664 Expiration: 5/11/2012 ('nnmi.rimcr Tr#: 99351 ' i PERMIT PAYMENT RECEIPT t TOWN OF 200 MAIN STREET HYANNIS, MA 02601 DATE: 05/17/11 TIME: 09:20 ----------------- TOTALS------------------ PERMIT $ PAID 35.00 AMT TENDERED: 35.00 .AMT APPLIED: 35.00 CHANGE: .00 APPLICATION NUMBER: 201102562 PAYMENT METH: CASH PAYMENT REF: The Commonwealth of Massadllusem beParmteMt of Industrial Accidents t rice of Inveshgutions 300 Washington Street Boston,Mf1'02111 Jvmv.mas&go►1d a Workers' Compensation Insurance Affidavit: Builders/Contractors/ElechiciansiPh tubers Applicant Information 11 4. Please Print L db--jy Name(B„sineWOWn zaa'onllnd vidoaly,_—12,' 17et Jfi el l Address: Sc/ LyG-(r ara)J �J City/State/Zip: 5 ,M,J ht4 t Phone'# Are you an employer?Check the appropriate box: Type of project(required)- 1.0 I am a to with / 4. ❑ I am a gepwal contractor'and I Y� 6._ ❑New c onstn action employees(fell aud/ar part-tiaQe)s . 'leave hired the sub-canttactois 2.El I am a sole proprietor or parkW. - listed on the attached sheet 7. ®Remodeling ship and have no employees:. There sub-contractors have 8: ElDemolition wodang for me in any capacity. employees and have workers' 9_ Bnildin addttion [No work mu ra workers'comp_irance Comp-i t:aanceJ Building addition 5. 0.We are a coaporation and its 10_0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.[]Plumbing repairs or additions right of exemption per MGL myself[No workers'comp. l;h eB�P P_ 12_[]Roofrepars. insurance required. I IT c. 152,§I(4),and wehave.no. employees.[No workers'. 13.0 Other comp.insurance required] •Any applicant that checks I=#1 saner also fill out the section below showing their a�kers'compensation golicq WE=ateaa i Homeowners who submit this affidavit indicating they are doing all work and them feint outside contractors must submit anow affidavit indicating such: +Contractors that check this bm must attacbed an additional sheet showing the name of the sub-conwactors and state whether or act those entities bare employees. If the sob-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is prmiding"wrkers compensation insurance for my employees. Below is the policy and Job site information Insurance Company Name: Policy 1*or Self-ins.Lic Expiration Date: Ile Job Site Address:11 i�►�c�.(°G1 CitylState/Zip. - Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 2.5A of MGL c. 152 can lead to the imposition of crimi*�al 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 my be forwarded to the Office of.' Investigations of the DIA for iuwance coverage verification I do hereby certify under'the jaainnt and penakies of perjury that the information provided abode,is.true and correct: Sigmture: Date: Phone#F Svc Official use only. Do not smite in this area,to be completed by city or town of cial City or Town: PermitdAce.nse Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 I tHE »�sntwsTna�, 6A, Town of Barnstable Reqyulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO ssass�''*sa'"4sg�a�sse,sei, is�C 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ; n_ff_ice.: 508-862-4039 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject 1 property hereby authorize L*<fist fr✓c-G- to act on my behalf, in all matters relative to work authorized by this building permit application for: ' (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. • +��Sii+�i\iu'Yvua��y4f,tj.Vswy�avY�j4�ikTµk4YYN�k�F.iNMv!W+T.wN��m.rr�± {�µ n\!T.•..iov.i(l..f1.•nL\T1T�1-O'1 A A 7\T.ti'DDIICC.i.•.• j1�t+54� 4f Y-+`�Y4lN!i444.4k1;Y`.}.V+tKr!::.^��.Y-tM-�\+•4WY.tr•NY`r Revised 072110 CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDNYYY, 103/21/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS A1L-KH41r4L A`C �W" -NOT 94+ift*AqIVE Y -OR `NE6ATIVEL•Y 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 16 WAIVED, subject to the terms and conditions of the poiicy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the I certificate holdc,in lou of such 3� PRODUCER - Schlegel 6 Schlegel Insurance Brokers Inc NAME` PHONE FA 34 MAIN STREET (Arc,No,Ect): lac,No): E-MAIL ADDRESS: - I PRODUCER —' I CUSTOMER ID p: West Yarmouth, MA 02673 INSURER(S)AFFORDING COVERAGE I IC M INSURED - Timothy Keating Dba Keating Construction INSURER A COLONY INSURANCE I. $4 Lower Brook Rd INSURER B CNA South Yarmouth, MA 02664 INSURER E: 1 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: _,..w -REVISION +rna iS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NQTWITH$TANn Nr ANV DCrl111RCAACIJT TCDAA. -�D C 10!TIO"� CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE OF AINY ,1POLICIESRACT RDESCRIEA.BED^ HEREIN IS SUBJECTV TO ALL THEY TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE I POLICYEF A i GENERAL LIABILITY VJVD POLICY NUMBER (MM/DD/YYYY) (MM/DDNYYY) LIMITS iI �... - + v1+oJ74 Juo !03%10/ii 103/10/i2 `"Ctt CCCURREFICE- �$i,000,Von i R COMMERCIAL GENERAL LIABILITYI I I I I hAMAGE70 RERTEp- V I CLAIMS-MADEL_OCCUR EXP(Any I ( Y one person) $$,000 f PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 II—�GEN'L AGGREGATE LIMIT APPLIES PER: PRri I I I I I I PRODUCTS-COMP/OP AGG I$2,0 0 0,000 I �1 � 'I I ' wCL:C;f UECT •j .'.ia;,C I .•I $ _... A AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT ANY AUTO + I (Ea accident) ALL OWNED AUTOS -I + f + I BODILY INJURY(Per person) $- _I SCHEDULED AUTOS .I I . I I i BODILY INJURY(Per accident) I$ _I r aa sn FEn ,DAMAGE .'$ HIRED AUTOS -- (Paident) NON-OWNED AUTOS ,,. $ � I S I t IIMRRFI I A I L IpR - — - ( ' OCCUR I I I EACH OCCURRENCE $ AGGREGATE ^ $ +_DEDUCTIBLE RETENTION $ I, WORKERS COMPENSATION B $I 0224N37-2-10 .1i 03/09/11 wcs ATU• oTo I AND EMPLOYERS'LiAe1LITY 1 + I + 103/09/12 X .TnoyL;.AITS I , II ANY PROPRIETORlPARTNER/EXECUTIVE Y r N . . r� " I E.L.EACH ACCIDENT R lOO.Q0(l (Mandatoryln NH) It yes,describe under i E.L.DISEASE-EA EMPLOYEE $ 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF-OPFRA71r1ALS/1 Or.ATInN¢/vcu+rl c¢, ACORD Iw •� w ..d" ,�a • TIMOTHY KEATING HAS ELECTED NOT TOBECOVEREDJON HIS1 WORKERS COMPENSATION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. I t 4 t 3&$-2009 A ORD C ,PORATION. A{t rights reserved. .+Cvr.A,25 j2009iv$j The ACORD name and logo are registered marks of ACORD