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0343 SKUNKNET ROAD
NOW a a. .-:rw . :�- :, a.: �%.,..... ,a '. t,�`•..,, .�- a +. ::: :: .,� .r.. x. •..: c#. �..:' - 6 .�` m* Y .:. '�*a •z f _,tp. '.,a.�.a.• xy+. -<.°�:� r,. .:y•.. f k y ,, ..,y w ,�e,.. as y4,- '.' ,'• "h , 1 +: :r. . . ';t .. -. ..".�:.r�, .3a. . :... . ,p ... .. ,.,. ...' � v=,,,«.. ::e. a a.:�� t....� •,.• � 'gr3a ,r : ..W..".'Y. �-� r r. a-4` s.+'�z� >J r-y�. o,`. P..-„ ..�,�'^•. .9;n. m 'i'+7,'• i3"^�,. w.. v$. �, k?,:? �4..� J,�, � 6 k.U'�.-: '�`..:+4d' 9� _V'2N�$.:Y�' ♦1 x�y4\, �';'.ry,+'n{kr 4r,�7:* F�"�1' ^[�/•��'�.:fin.,.F,("{'- �,i"tl �y'.� .,.d t .av�,�' ;i5r,a aR'..�ay�-Tq�yK .. -.. , a 'Am woo • r F :tr 9 4. Pa . ¢ , ^ , .. , " ". a :• r.� .: $� ' - e p r . ^ 'c" a ^ v." S i P L r " c ' s r s i n e v 1� 9 o. r x� w " A„ ry d. a + n � ,-,...... .. ... . .... ....'..+. .-. a.-.♦rx.....'L+....- .p ♦.....,.._. .. •. . y..-.r -�.. .. yr..-..r �....r _.« ....-.....T r _v . - .. i.r-.... ,r r V iOWN'OF'BARNSTABLE BUILDING PERMIT APPLICATION ' Map o Parcel 1 1 3 Application # %CO Health Division Date Issued.; ��V Conservation Division Application"Fees Planning Dept. Permit& Date Definitive Plan Approved by Planning Board G Di�PZ Historic - OKH _ Preservation/ Hyannis AN25 20s T Project Street Address ,� 3 Sk�hk,n, �oG,a A1, NSTA,81 Village rviIIt Owner::J0\A)0J of 0.�� �r Address 3y 3 kn ry ( , da�ws� arc ,Mq DAP Telephone 7 q o- )1-I 0 _. Permit Request T031 .� f n Up a b3,315KVJ rDO M bWgtd 50)&r 19 0.1_l I Sing 'S'Ln �S5 P rA-A&s , 13 rft1 asL MAI -(o0-,91-L-50,� Mi('ra invubrs n1l asSo�ia.7�ed� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation u00 Construction Type Lot Size Grandfathered; ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ill Two Family ❑ Multi-Family(# units) Age of Existing Structure )q�S Historic House: ❑Yes &No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel:' ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new -size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes V No If yes, site plan review# Current Use KQ54 .once Proposed Use AID c II APPLICANT INFORMATION _ (BUILDEXOR HOMEOWNER) _. Y Name M l."15 LMIJos AA. (0 g Telephone Number 'Address I Ob KoA IS . &ki�.k. I b License # l L- C S L- )61 y 1 �o�I� �rGN h CI b(P 4 Home Improvement Contractor.# Email gir �� I (` S"nq oYA Worker's Compensation # WC�g5� o5 ALL CONSTRUCTI N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,3q r,.V\k �1- 14coA Okc6ll AM SIGNATURE DATE III°II�O t FOR OFFICIAL USE ONLY ;" J F; 1 ''APPLICATION # DATE ISSUED ' MAP/ PARCEL NO. ADDRESS VILLAGE y • OWNER { DATE OF INSPECTION: r ' FOUNDATION e ;.� FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ss . DATE CLOSED OUT ASSOCIATION PLAN NO. i ( . i RGS ENERGY oDOQ�QD Clean Pourer,Bright Savings. January 20, 2016 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Hello, I have enclosed building and electrical permit applications,applicable fee and supporting documents for a residential solar installation in your town. Please let me know if anything else is required to approve our permits. Once the permits are ready please contact me with remaining fee amounts. Thank you and let me know if you need anything else, Kim Hendel Permit Specialist RGS Energy 106 Route 32,Suite 10 North Franklin,CT 06254 Ph 860-823-0017 Fax 413-683-2225 kimberly.hendel@RGSenergy.com - 106'Route 32,Suite l0,NgrthTranklin,CT 06254, I tel.860.425.5282 fax 41,3.683.2225 1 RGSEnergy.cntn i t The`Catttttrvtrwealth'of Alas acliusetts l ZDepartntent`of Industrial ccidenrs: Offkrioh wstigatr 606 Washit:gtn>'r Sir Yet<- astnn,MA.021111 j wwiv.mass.goi%dt r. orkers''Compensation Insurance Affidavit Builde slContracttrrs/(Electrt to ;`Vpiu n ers ormtion tA leant Inf a t Le ziblv. I I lea E(t3ustne,sjC7rganixattanilridividuai) Aiteris Renew .In dba.FiGS Energy _ I _.. Ad Tess: 106.Route 32,Suite 10 :.... I Cit `StatctZtpl: North Franklin,CT 06254 Phone# (860)425-5282 _..._ . Are u an employer?Check the apprgpr late box. , T e of r i ect re 'ire YP P C q ) 1.0 am-t empl4er with 320 4-M i nm a general contra:ar and I b. Q New�on tuction inployees(full and/or part-time)Ii! have+hired the su6mcor tractors 2.❑ am a sole l roprietor or partner listed on the attached heel.+ ? ❑.ltentt�dt li hip arid have no ernployee4 These sub �antractors have 8. ❑ Dem6liti -orking for me in any capacity workers'comp.,insurance., q• ❑ }3atic�ing edition Na workers"c amp insurance �: ❑ We are a corporation nd itti t:quired] officers have exercise their 10❑I ct e icai pairs or additions t 1 P1.0 airs w additiOns 3.❑ am a homeowner doing all work right,of exemption per1VIGL ® :. p' Yself.Cvo`#vorkcrs'coinP. 12 hoof ru a t � n:surance recluired.i employees,(No work s' t 13.®Clthet :so larpanel . coin insurance r3ui cd. A a i •,tiny ap G4ant that clinks box 4t tnuat also fit out she sixtu+n ixir cv Show ingahuruprker c<+inixtisauon tivliw intomiallon f Floinec metw to ho submit this aflida�tt tncliiahn} ihey.tsrc ckttng all wz rk and,then hire ciut.s de contractors most suhmtrancw iarfctf !it indtcatin+sorb, tContrac ors that check this box mast attached an addititival shswt shoo Jn the name nfiti .s nntraeiomand tWr Workgrs *; ;�Ib,l, info'M at ion. . lama �m�ln}er tftut is fsrnvidirt��.»rrrkers':ca►rrperrsatr�n nsirrartre for y,emplr>yees: Belon+zs tlge.p ,try rued j b site inform Won. t I insurai cc Company Name: Zurich American insurance Co . .... a Policy t or Sclf inti.Lic.f#: tti C.a852405 Expiration Date 01101 l616 . 343 Skunknet Road i (itvlSiatclLt Barn'tab e,tthA 02032 Job Site Address, e p..M I Attach a copy of the workers' compensation policy decimation page(s owingfhe policy number;and.e;;pirati n date). 1 Failure�t.o ncure coverageas required under Section 25A of:�IGL c 152 n lean to the imposition of eii nal pena ties of a fine up to$1,500,00 and/or one-year imp risoiament,as well as civil per alti sin the form of STOP W01 'UORDER and a fine � :of up to S250 00 a day against the violator. L1e advised that a copy of this tatelnent maylfre f`orwarde�to C)ffice >E inve-ol ations of DIA for insurance gorerage,vcriftcation. i. l tlo h 'ehy certrfy under tfie parric.�irri, s u 'erjtrry tltrrt the rnfa ration prr�vided above-is Luc d correc t i - St=not ic •.•. Date: e i r Phone " . . 860 425-5282 I Of iul Use array. D Donot n rate;irr this area,to be cirarptetcd by ci y or owa Official, f is I City or"l OW n i. _Permit/I is nse tf Isst ing-Authority(circle one): 1•ltiaril of Health 2.l3uildin Department 3 CitylTawn Clerk $ Electrical Inspector 5 Plm g Inspt tcrr. ` 6. thee 1 Contact Person: P1 tone#: i L r 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 Please Print Legibly Name(Business/Organization/Indivi dual): Alteris Renewables, Inc.dba RGS Energy Address: 106 Route 32, Suite 10 City/State/Zip: North Franklin, CT 06254 Phone#: (860)425-5282 Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 320 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees.[No workers' 13.[Z Other solar panels 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 their workers'comp.policy information. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins.Lic.#: WC5852405 Expiration Date: 01/01/2016 Job Site Address: 343 Skunknet Road City/State/Zip: Barnstable, MA 02632 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: h b.1 110 r� Phone#: (860)425-5282 Official use only. Do not write in this area,to be completed by city or town official., City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: RGS I ENERGY Clean Power.'Bright Savings. Property Owner Consent Form Owner: &AM-0 R3 iuU- Address: Town: State: fAA Zip: ®Z G Z Phone: ��D ' -710.., It-7 Q - I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Property Owner Date 32 Taugwoak Spur,A 12,Stonington,CT 06378 tel.86U35.3370 1 fax 413.683.2225 RGSElIquy.com MassathUsetts -Department of Public Safety Board of Building Regulations and Standards � *4 ,�N :: 5� Construction Superc�i4nr � �� ICON License CS-101487 _ •��" ad +GAR'if ARRAS �^= ` --- 11-O4•�D13 NONE , 61 TURNPti R�aOAlll� (( 46,E (d72018 J +� " A+ tT Esti:#.;I 4J1 i". , w •'+it' ah �.., 1 y I1 «.i !- 66 � a 61 TURNPIKE RCJ t~r i sio�xer 111071"16 ASNBY,AAA ai43t•t987' V Q Office of Consumer Affairs nd Business Regulation p 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration• Registration: 16V09 Type: Supplement Card ALTERIS RENEWABLES INC. - Expiration: 4/6/2017 GARY BEALS 208 RACE ST SUITE 201 = r HOLYOKE, MA 01040 , - P: Update Address and return card.Mark reason for change. SCA Y 0 20M-05/11 ' Address ❑ Renewal F-1 Employment Lost Card c��/te�asxr�er�nrac+zl�f c C�Ike,;a�rc�u,:eCf� ice of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: " Office of Consumer Affairs and Business Regulation - Registration: 162709 - Type: 10 Park Plaza-Suite 5170 Expiration: 4t612011.1 ' Supplement Card. Boston;MA-02116 ALTERIS RENEWABLES INC!' RGS ENERGY t i GARY BEALS i/ 208 RACE ST SUITE 201 �s HOLYOKE,MA 01040 Undersecretary 1 of without signature REALGOO-01 DOYLETA ACORO� CERTIFICATE OF LIABILITY INSURANCE FUAT 1/6/2 DIYYYY) 116/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Willis of Colorado,Inc. PHONE g77 945-7378 FAX c/o 26 Century Blvd _(A/C.No Ext):( ) 1AIC,No):(88 8)467-2378 P.O.Box 305191 ADDRESS:certificates@williS.Com Nashville,TN 37230.5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:First Specialty Insurance Corporation 34916 INSURED INSURER B:Zurich American Insurance Company -16535 Al a R al Good Solles,Inc. Endurance American Specialty Insurance Company dba Real Goods Solar,Inc. INSURER C: P Y P Y 41718 dba RGS Energy - INSURER D: 106 Route 32,Suite 10 INSURER E: North Franklin,CT 06254 - INSURER F: - - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TYPE OF INSURANCE ADDL SUER POLICY EFF -POLICY EXP - LIMITS LTR INS D WVD POLICY.NUMBER MMIDDIYYYY MMIDDIYYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR IRG200052803 01101/2016 12/01/2016 DAMAGE TO RENTED PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 0 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 RPOLICY X ECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: - TOTAL AGGREGATE 1$ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B X ANY AUTO BAP 5852403-03 01/01/2016 12/01/2016 BODILYINJURY(Perperson) $ - ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE' I$ HIRED AUTOS AUTOS - Per accident Is UMBRELLA LIAB X OCCUR EACH OCCURRENCE Is 10,000,000 C X EXCESS LIAB CLAIMS-MADE EXC30000036400 01101/2016 12/01/2016 AGGREGATE $ 1 DED I X I RETENTION$ 01 Aggregate I$ 10,000,000 WORKERS COMPENSATION - - X IPER STATUTE ER AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC5852405-03 01/01/2016 12/0112016 E.L.EACHACCIDENT $ 1,000,000 OFFICERWEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE$ 1,000,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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. .. - AUTHORIZED REPRESENTATIVE - - - iFor Evidence only ©1988-2014 ACORD CORPORATION. All rights reserved.- ACORD 25(2014/01) _'; The ACORD name andaogo are registered marks of ACORD f January 4, 2016 To: Code Enforcement Division From: James A. Marx,Jr. P.E. Re: Engineer Statement for Taubner Residence, 343 Skunknet Rd.,Barnstable, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (one layer shingles): 2"x 8"rafters at 16"o.c.,having a sloped distance 17'-7" with horizontal span 13'-0",pitch 45 deg.; Main Roof 2 (one layer shingles): 2"x 8"rafters at 16"o.c., having a sloped distance 16'-3"with horizontal span I I%0",pitch 45 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solar mounting,the Unirac Solarmount rails will be anchored to the rafters with L-foot supports having Ecofasten Green Fasten with CP-SQ Bracket and flashing located on the center of the rafters and will be securely fastened to the rafters for at 48" sp. max. with 5/16"x 3 1/2" SS lag bolts. All attachments for are staggered amongst the framing members. The mounting system has been designed for wind speed criteria 110 mph Exp. B and ground snow criteria of 30 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. OF Mgss�c Sincerely, osJ tiN m O JAMES A.MARX,JR. U NO.36365 -13 James A. Marx,Jr. "SS/ONAL Professional Engineer MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc:RGS Energy January 4, 2016 To: Code Enforcement Division From: James A. Marx,Jr. P.E. Re: Engineer Statement for Taubner Residence, 343 Skunknet Rd.,Barnstable,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (one layer shingles): 2"x 8"rafters at 16"o.c.,having a sloped distance 17'-7"with horizontal span 13'-0",pitch 45 deg.; Main Roof 2 (one layer shingles): 2"x 8"rafters at 16"o.c., having a sloped distance 16.'-3"with horizontal span 11'-0",pitch 45 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solar mounting,the Unirac Solarmount rails will be anchored to the rafters with L-foot supports having Ecofasten Green Fasten with CP-SQ Bracket and flashing located on the center of the rafters and will be securely fastened to the rafters for at 48"sp. max. with 5/16"x 3 1/2"SS lag bolts. All attachments for are staggered - amongst the framing members. The mounting system has been designed for wind speed criteria 110 mph Exp. B and ground snow criteria of 30 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, N OF MAssq cy 0 Js O JAMES A.MARX,JR. J 0 NO.36365 James A. Marx,Jr. � Professional Engineer SSIONAI. MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc:RGS Energy .,R OOOOp pOOOp 04 � OOO4z, OOOpp � 4 0 OOOOO % O O O p� Q��\\ O O o �� 0 0 o q►� ❑ \\ ADD SOLAR Silfab Solar Inc. PV Module Data Sheet SLA-P 245/250/255/260/265 F POLYCRYSTALLINE PV MODULE SLA.P 245/250/255/260/265 The SILFAB SLA-P 60-cell polycrystalline 9901 115 t0,5 modules are ideal for ground-mount and roof- top installations where space constraints are not a factor. Maximum Efficiency... 60 of the highest efficiency, best quality polycrystalline cells result in a maximum power rating of 265 Wp. Positive Tolerance... (-0/+5W) module sorting achieves the maximum electrical performance MHOLE'" of the PV system. •7x0 z j GROUND CONNECTION HOLE Highest Automation... Strict quality controls r9i0'2 during each step of the world's most automated 950:1 module production facilities. w ODKING HOLE - Increased Quality... Top quality materials and 100%EL testing guarantee a trustworthy 25-year performance warranty. DRAI"AGE O -� _._.. ....._. TuJ Fraunhofer C E ® ❑ (B> ISE Na.- --- - ., Module Power(Pmax) Wp 245 250 255 260 265 Maximum power voltage(Vpmax) V 1 30.2 30.4 30.6 30.8 31.0 Maximum power current(Ipmax) A 8.11 8.22 8.33 8.44 8.55 Open circuit voltage Voc) V 37.3 37.9 38.1 38.3 38.5 Short circuit current(Isc) A 8.65 8.76 8.88 9.01 a 9.12 Module efficiency % l 15.0 15.3 15.6. 15.9 16.2 Maximum system voltage.SUL) VDC 1000 Series fuse rating A 15 Power tolerance Wp -0/+5 Measurement conditions:STC 1000 W/m'-AM 1.5-Temperature 25°C Measurement uncertainty s 3%•Sun simulator calibration with modules calibrated by Fraunhofer Institute. Electrical characteristics may vary by±5%and power by-0/+5W. - Temperature Coefficient Isc %/K 0.06 Temperature Coefficient Voc %/K -0.34 Temperature Coefficient Pmax %/K -0.40 NOCT(±2°C) C 41 - Operating temperature C . -40/+85 Module weight ±1 kg) kg 19 Dimensions(H x L x D;±1 mm) mm 1650 x 990 x 38 Maximum surface load(wind/snow)' N/m? _ 5400 Hail impact resistance o 25 mm at 83 km/h Cells t 60-Si polycrystalline-3 busbar- 156 x 156 mm Glass 3.2 mm high transmittance,tempered,antireflective coating Encapsulant PID-resistant EVA Backsheet _ Multilayer polyester-based Frame Anodized Al Bypass diodes 6 diodes-45V/12A Cables and connectors 1300 mm o 5.7 mm(4 mm'),MC4 comparable Module warrant y 12 years a 97.5%end of 151 year Guaranteed power a 90%end of 121h year a 82%end of 251h year NOR Product ULC ORD C1703;UL 1703, IEC 61215, IEC 61730,CEC Listed Product traceability Factory ISO 9001:2008 O Also available as... Silfab Smart Module 0-pt;n„1Zed by- : Vga' energy I • Data :013 "UNIRAC _ AtiIti 16ROUP COMPANY SolarMount Technical Datasheet Pub 110818-1td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp.............................................................................. ....................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware - SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hid en..see alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip not 0Ultimate tensile: 38ksi,Yield:35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Beam go/t Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/d'-20 ASTM F593 bolt,one'/d'-20 ASTM F594 serrated flange nut, and one'/4"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part.1 section 9 of the 2005 Aluminum Design Manual and third- s parry test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m U4 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 r►X Ea3 Sliding,Z± 66(292) 27(119) 1 2.44 T 41 (181) 1 0.619 Dimensions specified in inches unless noted h to . A HILTI GROUP COMPANY SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum Mid� rrFFla e Nuj Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized Mid clamp weight: 0.050 Ibs(23g) • Allowable and design loads are valid when components are • assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/4"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to ^ M part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance .00 DE9MKf Direction Ultimate Load Factor, Load Factor, 11 rMEe1 mobulfs t t � Ibs(N) Ibs(N) FS Ibs(N) m nflTension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 F Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 L Sliding;X± 1 1194(5312) 1 490(2179) 1 2.44 1 741 (3295) 0.620 ".X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D; 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi,Yield:35 ksi • Finish:Clear or Dark Anodized End clamp weight: varies based on height: —0.058 Ibs(26g) Find clamp Allowable and design loads are valid when components are r Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/"-20 T-bolt and one'/4"-20 ASTM F594 i Bea serrated flange nut I Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory IA- -F- Modules must be installed at least 1.5 in from either end of a beam X is Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) 0 VAXES i MTH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 1 52(231) 2.72 79(349) 1 0.555 Dimensions specified=in-inc5a-unless--noted SOLARMoubrr Technical Datasheets sp C SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys: 6005- T5, 6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized. • L-Foot weight:varies based on height:-0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory L_ NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other y. attachment method 4 t 341 Applied Load Average Safety Design Resistance A%0TFOR � Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m Lai ' Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 486(2162) 213(949) 1 2.28 323(1436) 0.664 SOLARMOUNT 'o00 U N I RAC Technical - - 'l HlLi I G'OU?COh9?A�5' SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C=6, 310240D, 410144M, 410168M,410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 �" HEX HEAD SCREW 1/ HEX HEAD SCRfL!9 EW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 T SLOT FOR OL: 3/8"HEX BOLT SLOT FOR 1.385 3/" HEX BOLT .387 .750 1.207 y 1, 1.875 1 L,x X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted ' a �I Green F�.,,:�ste m PRODUCT GUIDE 2 GreenFa sten n.}to GF..,;I, C o l n • ., r' +t' x : ett r, I,�i' [ .r. z i ';a .`� � z •7" a }� �°A { ..y- s s' '3`.:, .-a} f t a �rSa. • "a1:' �'! * i c "..�;s^`>, N i; 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Is, � .f a F�,� }¢: r ' V a `��P - r s i.i }. :.,, ,I i,t �.�$ ,p, j'• R .�' $.: r..'$� "Ji I � �, r , �, a , costn ; lay a � .'Garn ttedtothe5 ort�ofRenewa6leEe�' i! ' r E-1{,.. Its , x f a e p r. I Sig v � $ 1t p f e�r ii f t iC{: ��.�If� :. $ 11��.'� �., }tl+a} ` .. kkr 17�,P� ��� ,� p � t+ �; tr,A � �, ,I •tr 1 t!t. I � � ,��t`r{I � rt} i :( � ,� � ii'' { �a ' ,� ,f , '�k A �; k �� i� '�(', � I �� � � "�', 4 ��,, ..�I k •� � i � � I f +},{ •i a 'y�t ��`'� t r�f�� t , i::,rid E��s .:} ! fis A .g f' e d�� ar# ��t».�.. q �a, �> ( mow' t _�"`.�a y„{�" +�- rya sit +.�.. �...• � -�,� '�a5n� fi k d'Ye" „y- 'Z�.l+�� v, k%T •.y �� k�... ,pq,� �y+,a yl"^ ' k yµ Oc 'y�,ri',c.`�,�,'��t�-• � �'�L L'' ��Y ,.ram ,. '�I' ..,.."",:,,�' €_- ip d'3a IN `' d4 y��Y�H4f1"�'�`"" �.'.,e.G[��`��j;. �' �,dr"x,}, Y'"Y'�.a" -',� y +`•.... �, } � wn'�.,ur 2F"h '.1�?�� �'t`� '�� ,,..,,tt..+q �rf?F �`� � .�+.*i" fiI d�1`43� �Y rE�"a• .�.,6�� zt'�``,�� r 1 c 'F.�'4: 5,. �''�,Y' s"��� '� �.r�,s *x.�►�•?` i5c-,�. rJ.'v Elio, ,.�. • ^�.. -„`ti�31�"'�,. °fir .� � �+�''�P.�,� �, '�;��.'"c�r-k"sly,°"•' r#Y' �s�sl. '� ,�4 d��.�^*54 ay � _., y�pM�Y v •.tip y, "'°�4�F}�'"ii;*� "•r.,w*f�.'*y 2c L�'M yhY+"� "aw'" �,�- .' • • k "`rl Oilk ', GREENFASTENT" PRODUCT GUIDE - GF-I GF I- t 812 t { lAl a, x $J l 8:000± .005 R.38 � .032 0.88±.01�It i --- 1 pY. yFf } r r, U 1' E— f^'!ek ! r { � 3. :J � f t 12.00_ .l 25 f 'e 1 r.3.00_ .125 � t u ?} ' 4.00±±.125 .26±.01 ®. c M .05 i 0, r � .. 1 co r g Y Y co z V) c 1 � � Finish Options u BLK = Matte Black ° BRZ = Medium Bronze MILL= Mill Finish ©EcoFast@ All content protected under copyright All rights reserved. 02116111 a en Solar Sec.4-2 11 11",1141i §; GREENFASTEN"' PRODUCT GUIDE - GF-I ". Bracket Options - CP=SQ ..375±:008 JIJ i F�L t, E } 4 4 dj v ' 2.000+.025 �5 8 Yg 1• � � O 7 • t� ` o r+ 2.000±.025 err F.d I A i FS ON 01 t, 6¢ 00 �!�y � 3 �' I � k.• CO 111 0.377±.010 THR:U `er .875±.010 X 82' NEAR SIDE ` r W Compression Plate 2" X 2" Mill Aluminum _4 � - r - O EcoFosten Solar@ All content protected under copyright All rights reserved. 02116111 Sec.4-4 Fry"'e { 11Wi iii CY i TtA GREENFASTEN PRODUCT GUIDE — GF-I Specifications PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be A. Submit manufacturers written specifications. compatible with chosen roof application and L I SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load :{{ f A. WORK INCLUDES test data. C. Submit installation instructions. 1 r 1. GreenFasten solar attachment bracket that attaches directly to the roof deck D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed 2. Provide a ro riate bracket and fasteners ultimate and allowable load values. to accept EPDM bushing. PP P ;ICI for the roof system. 7.4 QUALITYASSURANCE D. Bushing is EPDM, t B. RELATED SECTIONS Installer to be experienced in the installation of, E. Stainless steel bonded washer is 302 stainless .Section 07600:Flashing and Sheet Metal specified roofing material and snowguards for no less and EPDM: ' 2.Section 07500:Roofing than 5 years in the area of the project. $ `, 4 3.Division I:Administrative and procedural 2.3, FINISH-Mill Finish tF f; requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum # h 1 x`" . •, 4.Division7:Thermal and Moisture Protection Inspect material upon delivery.Notify manufacturer w B. Base flashing 24 hours of any missing or defective items.Keep g(choose one) 0 1.2 .SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. I.Mill Finish A. COMPONENTS: fz 1� `c w 1. GreenFasten system consists of aluminum 2.Black kynar painted PART.2:- PRODUCTS t " l e 41' _� flashing with integral EPDM bushing and one 3.Dark Bronze-kynar-painted 1 F tot 5 bonded stainless and EPDMwh 6 ess s washer 2.1 MANUFACTURER C sf n 2. Fasteners EcoFasten Solar® PART 3 - EXECUTION £k z A.To be of metal compatible with aluminum a w 3' t t o 289 Harrel St.Morrisville,VT.05661 h i GreenFasten components. k� : o (877) 859-3947 3.1 EXAMINATION B.Fasteners should be selected for � i a I www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets. ,� , �� compatibility with the roof deck. t ! v are to be installed and verify that it will withstand + , C.Fastener strength should exceed or be equal 2 2- MATERIALS any additional loading that it may incurred.Notify to that of the allowable load of the system. t f i A. Attachment Bracket General Contractor of any deficiencies before See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. - 3. Sealant(if required by roof manufacturer): c B. Verify that roofing material has been installed to be roof manufacturer approved. F-III 4. Aluminum attachment bracket 2. L-101-3" correctly prior to installing solar attachment brackets. d 4` �:� 3. L-102-3" a 3.2 INSTALLATION s ' B. DESIGN REQUIREMENTS: 4. CP-R A. Comply with architectural drawings and L, 1. Bracket spacing to be recommended by 5. CP-SQ x project engineer's recommendations for location � project engineer. 6. SL-102-6" �1 t co 2. Install a minimum of one fastener assembly. 7. Z-101 of system.Comply with Manufacturer's written 8. Custom installation instructions for installation and layout. 3 s , . It is important to design new structures or is R' ; -0 assess existing structures to make sure that n they can withstand retained loads. U_ O k 7 $S y @ EcoFasten SolorO All content protected under copyright All rights reserved. 02116111 SeC.S-I y M m GREENFASTEN"' PRODUCT GUIDE - GF-I r� {' American Wood Council Lag Bolt Pull-Out Values fill, t�fii a d Lag pull-out(withdrawal) capacities (lbs) in:typical roof lumber (ASD) k Lag screw specifications Specific 5/16"shaft* i t Gravity per inch thread depth Douglas Fir,Larch .50 266 LLJ Douglas Fir,South .46 235 •9�` tell �y .,IJ,� � t En elmann Spruce,lod e ole Pine 46 r �� r t ,t;.p g P g P 235 f (MSR 1650 f& higher) Hem,Fir,Redwod(close grain) 43 212 At r r � ', 1.. ' Hem,Fir(North) 46 235 _ - k Southern Pine .55 307 Thread Depth _ �? I Spruce,Pine,Fir .42 205 t(� a• h . + - Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher grades of MSR and MEL) v a Ir h `4 U t• a� T 0? £IF co O M � d r i C a t o u '.d F rid Ecolasten SolarQiD All content protected under copyright All rights reserved. 02116111 ' Sec.b-I °FTHE Ta,. Town of Barnstable Regulatory Services • BARNSTABLE, « y MASS. g Thomas F.Geiler,Director �p 1639• RFD MA'S A Building Division Peter F.DiMatteo,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ® FEE: $ a S- 6 SHED REGISTRATION 120 square feet or less 3 Y3 SA4m tve, `t'c(- e,v r-v�Ile 1'9 02- 1-' 3 22, Location of shed(address) Village Property owner's name Telephone number x 12611 .3 Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? 4/ Conservation Commission(signature required) r S. PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 - Sep-12-98 08: 11A P.Ol �a 11,E 4 LOT 6'50 LO1 0' vG I9, ) I i Q ,_j Y %� 1,07' 649 CB 4i �0 L,OT' 648 .y RF,.5' ZONF,. "RC'" This MORTGAGE INSPECTION pta° 1s For FLOOD ZONE.- "C',. L Bank use Duly TOWN: ._UzA,_T Ecl REGISTRY OWNER: AR_111 3° 1, AMELYA! JiIIOkPI.S DEED KLI :irn %'j`1----- . .__BL•YER: _HPT'l!4BQ_E_ Al-_,ArlYGY /T` .TieL%46-ly4.R ---- .----. .. . DATE: >/1 1:_98---- ---... --- PLAN REF: _��6��.j- - -- - SCALE:I 0___--FT. I HEREBY CERTIFY TO (AFE -0-0- 1= f 'b' YAN IiEI� IJRVEI' 77 U.5'T_ CY)_vl./ jV_}'_ THAT TIP BUILDING /,@� SHOWN ON THIS PLAN IS LOC'A` ED ON THE GROUND AS S CONSULTANTS :,'HOYYN AND TH T ITS POSITION DOES - CONFORM �� MPp1�T@1EW . � -1-0B (,SUITE 1) TO THE ZONING LAW SETBACK, REQUIREMENTS OF THE, � v)' TOWN 01' RULLAT Lit r � 3208g IND1fSTRY ROAD �'---------------••AND THAT _ IT DOES NOT.- LIE WITHIN THE SPECIAL FLOOD HAZARD � `�Q�FFyytiphP` ?IARSTONS MILLS, MA. 026 > 48 Alzf A AS Sf10'WN ON THE, If I1.D, MAP DATED_i.:�)_9. J _ � �y ypQ TEL: -428-0055 . con a unel 250001 OW5 C SUAVE FAX: 420-5553 ___ THIS PLAN NOT MADE CROM AN R IMENT 248�7 DCB ( . 1 , A. 6fF 1 5 SURVEY NOT TO BE U._ED TOR FENCES, ETC. TOWN OF B ARNSTABLE Permit No. --___27943 Building Inspector sau,r�n Cash �07a '�ro�Y►` OCCUPANCY PERMIT Bond __. __ Issued to S L S TRUST Address _ Lot 649, 343 Skunknet Road, Centerville Wiring Inspector---- '' Inspection date �.-- Plumbing Inspector r i �. Inspection date i f Gas Inspector > e Inspection date Pr F Engineering Department h- Inspection date Board of Health Inspection date THIS PERMIT WILL'NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. / ..� 1.9......_._ .................. ................_.................................... _ . ._... ....._...�....._._ Building Inspector TOWN OF BARNSTABLE BUILDING DEPARTMENT S iaaasT : TOWN OFFICE BUILDING r rut HYANNIS, MASS. 02601 MEMO TO: Town Clerk ,f FROM: Building Department DATE: An Occupancy Permit has 'been issued for',therbuilding"authorized,by Building Permit #._ - .... ............................................»......................... issued .to _ ».._ »»»..» _.» _.. »............................ Please release the ;performance bond. y P� - w 1. i S /OD•G9 �a n� EX�57: N j-�1Ji111J. LOT 64& LU7-G 5C.) i SOU/U K/VAT A'0,4 D TOG H OF Mgsf WILLIAM J M. 4-1 WARWICK C' , }° NO,18771s o �F°rsi�L,LAN®S�Q 1'—VU1VU,I7/0r1 LEA 77F1'LAI-/0/^�l On the basis of my knowledge, information and belief, I certify to The Town of Barnstable, LOT �o'�� .Si�U/VkET /�04U The Boston Five Cents .Savings Bank and Ticor Title Insurance, Co. that as a .result of a survey made on the ground on 5 z¢ I find that: The structure (s) are located on the site as /�,9r�G / j� IL� ��_ 30 ' shown.11V Cow iu�/ �c�w.�fi 4�ic To1i7 3aroi�9 �y-L:ar�S The title lines and lines of occupation of the site are as shown hereon. The site is situated in .Flood Zone it/on-.,yan,x� Community. panel No. Date: Date: ��X JO/ A/O. IXZA4U7/1 !dilliam M. !•Jarwick,RLS �1 Q �. K �5��� SEPTIC SYSTEM M. eb%g/�s Asses or.s_•_Wa and lot number 7. ..... 1 ... INSTALLED IN COMR-11'r 1, Sewage Permit number ..................... \� ry y��►/�VgiTH TITLE E�1�I6�ONI5f8EAgJTAL C 311JHa9TsnLE, i House number .................. ......................................... �OWN :i: !! a `r rasa Apo,1639. 9� ice! �• �£�YPY�`` TOWN OF BARNSTABLE BUI-LOING INSPECTOR APPLICATION FOR PERMIT TO .......... ..� ......),e5Z ....... ..1.... .�............................ TYPE OF CONSTRUCTION ........... l ... I ............................................................ , ............................. . 19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby a ies for a permit according to the following or tion: _ Location ............ .... .......... ...1 .......::. �...... ..... . .....�.. ProposedUse ...... .. ..�..tv.. ............................................................................................................................ ZoningDistrict .............. ......................... ..............Fire District ....... ... ...�............................... Name of Owner .. �1 !' ...(... .G�... ...............,......Address . .. .1.. ........�"�..1.......�.��-.... t Nameof Builder ........Address .................................................................................... Name of Architect .� Q .�.. < ... iL .Address . ..,... ... .. ....... t� vv.V ���.. Number of 'Rooms ........................l�j ...................................Foundation ... .�/ .� .... r'/ `_ Exteriori., ..............................Roofing �� .............................. Floors ............01 ... .. ... ......................................Interior. ..... 1� ......... ........................... (1. . .� ..Plumbing Heating ........ c >i% •• Fireplace .................. .. ...........................................Approximate. Cost ............4���1. . . .... ..................... Definitive Plan Approved by Planning Board _ _______19 g _. Area ...........SIP. .................. Diagram of Lot and Building with Dimensio__ _ Fee ;1.�!..,...... .. ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH N OCCUPANCY PERMITS' REQUIRED FOR NEW. DWELLINGS I hereby agree to conform to all the Rules and Regulations of the own of Barnstable reg ding the above construction. Name .... . ...... ... . . .................................... Construction Supervisor's License . ................................ S L S TRUST 27943 V-2 Story Nu Permit for .................................... Single Family Dwelling .................I......................................................... Location Lot...649, 3.4.3...S.k.un.k.ne.t...Road ' .. .. .... .. .... .. Centerville . .............................................. ............................... S L S Trust Owner .................................................................. ld� I, Type of Construction F.ram.e............................. t 17 . ...................................................:............................ C- Plot ............................. Lot ................................. 'Permit. Granted .... 4-Y... .......... J9 85 Date of Inspection .....................................19 Ddte•Completed .....-:4..... ...19 "o, Assessor's map and lot number ......... ..:...... .............. � V %T E r0� a ...................... u �ewage Permit number ��.. ....9 � d Z `3AUSTADLE, i House number r YAea 2639. �E11 MAY a- TOWN OF BARNSTABLE BUILDING INSPECTOR �� � � / / � APPLICATIONFOR PERMIT TO ...................n............:..............�........•a-:................................/..................:......... TYPE OF CONSTRUCTION ©v � �" ................ .............................. //.:, 219. .. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for foorr/a permit according to thhe/ following i' formation: Location .... .� y�.,%...... ! ..../.... ....'. .! � �'�` •f71�,,, �, Proposed Use ...... A!U t Zoning District ......................t.,, ...............................................Fire District .......,C..,..:. .. . Name of Owner /..y ! ...1. .�i'...' Address .... ....:!!s�.. y Name of Boilder ..l •G;,!':�t�.Y .�..:: .��. . - F�........Address ...............................................,.1................................. ����� / Gi ( � .... !-?A)��.Address ...... /� 114in ��, �v `,/ /l Name of Architect .,.......... ............. ....... ...... ,... .. ... .......... .. . ...... 5 Number of Rooms ........................ ,/......................................Foundation ...y..���J�l �, ? e , ` !'l�ff.4�. ......................:.......Roofing .........�1iC>.. % /....Exlerior ....... 9 ^-�- a� Floors .............v.....Jl/.4�:�� �:! ......................................Interior .... ,... �� •�..................... Heating ...................��..�....�.......................................Plumbing ............,,r .1/�"i„,-"��i „_,,,,��... .. Fireplace ................ /. .................................../........Approximate Cost ............ Definitive Plan Approved by Planning Board __�������_��_______19----I---- Area ................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH ' ri � v OCCUPANCY PERMITS'REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the own of Barnstable regg ding the above construction. Name ..............1.,. . .................................... Construction Supervisor's License .................................. S L S TRUST A=170-113 No .................27943 permit for .................................... Story Single Family Dwelling ............................................................................... Location ............................................Lot 6 4 9 , 3 4 3 Skunknet Road . :................... Centerville .. ............................................................................... 5 L S Trust Owner ..... . ................................................ Frame Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ f Permit Granted .......May....31,................19 85 Date of Inspection ....................................19 i Date Completed ......................................19 � t> _l s j I . �oF� ,may ;. gown_of 7rB arnstable *Permit# C Expires 6 months from issue date T Re gulatory Services Fee • v NAM Thomas .--Qeiler.-Director•-- rE165 -NIA' ,� ! r =tI; � Building Division Tom Perry, Building Commissioner , ►* 200 Main Street, Hyannis,MA02601 � '� "t'" � Office: 508-862-4038 MAR 1 - 2004 Fax: 508 790-6230 EXPRESS PERA UT APPLICATION - RESIDENT%B,c,RNSTABLE Not Valid without Red%Press Imprint Map/parcel Number 70 117 Ad 6 5// 6 Property Address ` K v K'ev t� i �1 [E]'Residential Value of Work ��"oa Owner's Name&Address /7a�i��� 7 4*0 Contractor's Name 1�d'u'v-`+ VUl e�'�` Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workmen's Compensation Insurance Check one: IT-i am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance - — Insurance Company Name �r v e- Workman's Comp.Policy# Permit Request(check box) ,/ Re-roof(stripping old shingles) All construction debris will be taken to X! a`/'�a� `�` �SJAB�va� ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side' `Replacement Windows. U-Value (maximum.44) *Where requiredSsuance 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. Home Improvement Contractors License is required. Signature Q:Forms:expmtrg Revise053003 MW CAPE ROONNG 11 RUSSO ROAD WEST YARMOUTH,MA 02601 508-775-3799/508-385-8801 Barry Merrill Paul Merrill Job Site Address Mailing Address Name v6,Ue �llt r,�a�� �� Name Street 3�',3 Street City Co-."'IL"/4' 1"4: City Telephone 'Telephone We hereby propose to furnish all the materials and all the labor necessary for the completion of roof replacement of the dwelling at the above address. Mid Cape Roofing proposes to remove and dispose of the existing roof The roof will be replaced with 30 year Certainteed Shingles. Aluminum drip edge will be installed along the gutter line. 15 pound felt paper will also be applied. The shingles will be installed using 1 V4 inch roofing nails. New vent collars will be installed as needed. Ridge vent will be installed along the rdgeiine of the roof Certainteed warrantees the materials for a period of 30 years. Mid Cape Roofing guarantees the workmanship for a period of 10 years. All walls and landscaping will be protected from damage;the property will be raked and cleaned of all debris. All material is guaranteed to be as specified and the above work is to be performed in accordance with specifications submitted for above work and completed in a substantial workmanlike manner for the sum of $ TY06 :00-All discounts have been applied. Payment made as follows: Deposit of- $ .00 and remainder to be paid.on completion. Any alteration or deviation from the above specifications involving extra costs will become an additional charge over and above the estimate and will be discussed with the homeowner. Respectively Submitted by Mid Cape Roofing NOTE: This proposal may be withdrawn by Mid Cape Roofing in not accepted within 30 days. Acceptance of Proposal The above prices,specifications and conditions are satisfactory and are hereby accepted. Mid Cape Roofing is hereby,authorized to perform work as specified with payments made as outlined above. Accepted. NOTICE N F r NOTICE TO,-0 TO w W EMPLOYEES EMPLOYEE v S The Corrionwealth of Massachus etts* DEPARTMENT'OF.INDUSTRIALACCIDENTS 600 Washington Street,Boston,Massachusetts 02111 617 27-- NO — htto //i wwmasg.gov/d*ia As required by Massachusetts General Law,Chapter 152,Sections 21,22&30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring tivith: THE TRAVELERS INSURANCE COMPANIES NAME OF INSURANCE COMPANY ONE.TOWER SQUARE HARTI ORb CT' 06183 ADDRESS OF INSURANCE COMPANY (6KWB-7278A24=7-03_) 03- _ _ _ 13 03 TO,b3 06.'04 POLICY.NUIVL�ER EFFECTIVE DATES MARSHALL K.LOVELETTE INS 396 MAIN STREET . PO BOX 836 . WEST YARMOUTH MA 02613 NAME OF INSURANCE AGENT ADDRESS !: PHONE#o. MERRILL. .BARRY 312 SKLINKNET ROAD_ -- CENTERVILLE MA.02632 EMPLOYER m_ . EMPLOYER'S WORKERS COMPENSATION.OFFICER(IF ANY) DA s MEDICAL TREATMENT The above named. insurer is required in cases of personal injuries arisuW f and in the course of. employment to furnish adequate and. .reasonable hospital=and medical ser & in accordan _ provisions of the Workers' Compensation Act_ A copy of the First Report of Injmust be given to the injured em to employee y. .:.•ju p yee. The em to may select.his.or her own physician.-The reasona[i-e cost of the services provided by the treating physician will be paid by the-insurer, if the treatment is ne connected tothe work related i ssary and reasonably : In uirin hos italattention, employees are hereby notafiedthat' the insurer has arranged for such attention at the NAME OF HOSPITAL ADDRESS NOW MOP1G02 TO BE POSTED BY EMPLOYER FOR CONSTRUCTION r `o1ik • : G.rid-T ed . Photovoltaic System Sheet List Sheet No: Sheet Title _ . DC Rati n g 3 1, 5 kW Pv-000 COVER ENERGY ` ' c n P Taubner, Howard PV7A01,.- SITE PLAN 32 Taugwonk Spur,Al2 343 Skunknet Rd' Stongfnton,CT06378 PV-A02 MODULE LAYOUT Phone(860)535-3370 Barnstable, MA O2632 FaX(413)683 22zs PV-A03 DETAILS Jurisdiction: .City of-Barnstable Town GRIo-TIED PV-E01 ELECTRICAL DIAGRAM PHOTOVOLTAIC SYSTEM PV-E02 SYSTEM CALCS .' 3 315kW DC @ STC Scope of Work: PV-G01 SIGNAGE p TAUBNER, HO-WARD RGS Energy shall install a 3.315 kW Grid-tied Photovoltaic("PV")System 343 SKUNKNET RD - totaling (13)Silfab SLA 255 P Modules with(13) Enphase Energy General Notes: BARNSTABLE, MA 02632 M215-60-21_1_-S22=IG Micro- Inverter(s).The Modules shall be flush mounted 1. System follows any/all.Fire Code Setbacks per Ordinances of the City Project# 10338312 on the asphalt/comp. shingle roof and interconnected via load side breaker Of Barnstable Town. p connection. 2. All projects will comply with the Ordinances of the City of Barnstable DESIGNER: Lucas Murphy • Town. REVIEWER: Ash Bowersock 3. Construction Hours: 7am-8pm Monday-Friday,9am-8pm Saturday, . VERSION DATE. 201 6-01-04 I Equipment Specifications: No time on Sunday or legal Holidays. : , Module: (13)Silfab SLA 255 P 4. Product Data Sheets shall be included. REVISIONS 5. Rooftop penetrations shall be completed and sealed per code by a Inverter 1: (13)Enphase Energy M215-60-2LL-S22-IG # By Date Notes ` Racking: UniRac SolarMount licensed contractor. Attachment Flashing: Eco-FastenGreen-Fasten with 6. ; All Photovoltaic modules shall be'tested and listed by a recognized: CP-SQ-Slotted and Aluminum Flashing laboratory. : 2 7. Certifications shall include UL1703, IEC61646, IEC61730. ' .. .. .. ,_ .. .. 3 ... 8.' A continuous ground shall be provided for the Array and for all Photovoltaic Equipment. = ° ROOF Specifications: 9• DC Wiring shall be run in metal conduit or raceways within enclosed s spaces in a building. Roof 1: Roof 2: 10. Conduit,Wire systems and Raceways shall be located as close as N Asphalt/Comp. Shingle Asphalt/Comp: Shingle possible to ridges, hips, and outside walls. 2"x 8" Rafters @ 16" 2"x 8" Rafters 11. Conduit between:Sub Arrays and to DC Combiners/Disconnects shall . O.C. 16"O.C. use guidelines that minimize the.total amount of conduit by.taking the Pitch: 45° 1 Azimuth: 101° Pitch:45 1 Azimuth: 101.° shortest path. Array Size: 8 Modules Array Size: 5 Modules 12. Space Requirements,for electrical equipment shall.comply with NEC L Article 110. 13. Equipment grounding shall be sized in accordance with Table Site Specifications: x 250.122. S Occupancy: II ° 14: Connectors that are not readily accessible and that are used.in the Design Wind Speed: 110 MPH circuits operating at or over 30V AC or DC shall require a tool for Exposure Category: B opening and are required to be marked "Do not disconnect under: m Mean Roof Height: 25 ft load"or"Not for current interrupting", per 690.33(c)& (e). LL Ground Snow Load: 30 PSF -,, 15. All signage to be placed in accordance with local building code. � m • Ad' Roof Snow Load: 17.8 PSF ' a 1 16; Signs or Directories shall be attached to the electrical equipment or located adjacent to the identified equipment. 17. Signs should be of sufficient durability to withstand the environment. All Work to be in h Compliance with:p 18. Any plaques shall be metal or plastic with engraved or machine , l• � q 2014 National Electrical Code � " (NEC)( ) r printed letters, or electro-plating, in a red background with white M 'l : . 2009 International Residential Code (IRC) lettering, a minimum of 3/8"height and all capital letters. µ iaf 2009 International Building Code (IBC) cerrFa 2012 International Fire Code (IFC) t , ❑ � , 2012 Uniform Mechanical Code UMC) / ;i 4'~ 2012 Uniform Plumbing Code(UPC) �� Not to Scale MA 780 CMR, 8th Edition ., � � COVER -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other „ Structures As amended and adopted by City of Barnstable Town "" �; . FOR.CONSTRUCTION y `�,1/4 i RG K ENERGY 32 Taugwonk Spur,Al2 Equipment on Exterior Wall: -: i Stonginton,CT 06378 Utility Meter - E ( ) ., � `P Fax(483)683 22250. 1 - . (N) PiV AC Disconnect- Unfused �(N) PV Prod. Meter GRID-TIED .(N) PV AC Combiner Panel PHOTOVOLTAIC SYSTEM Equipment on Interior Wall: ¢ (E)Main Service Panel- P.O.I. 3.315kW DC @ STC via Breaker Tie In TAUBNER, HOWARD '(N)PV Prod. Monitor-Envoy 343 SKUNKNET RD 4 BARNSTABLE, MA 02632 Project# 10338312 Driveway DESIGNER: Lucas Murphy .. N PV Array 1: ~�~ - (E) _ 7 ,. (N) Y - _ - - .. - - REVIEWER: :Ash BOWerSOCk - - y 8 Silfab 1 VERSION DATE.` 2016-01-04 SLA 255 P Modules REVISIONS A m # By Date Notes j . (E)Single Family Dwelling 1 343 SKUNKNET RD ` " -- a e71 N - (N) PV Array 2: 5 Silfab a SLA 255 P Modules ID t t l Equipment Specifications: — — l Module: (13)Silfab SLA 255 P Inverter 1: (13) Enphase Energy M215-60-2LL-S22-IG Racking: UniRac SolarMount Attachment Flashing: Eco-Fasten Green-Fasten with _ N CP-SQ-Slotted and Aluminum Flashing 0 M . J o (E) Property Line Roof Specifications: Roof 1: Roof 2: 1/16"= V-0" Asphalt/Comp. Shingle Asphalt/Comp. Shingle 2"x 8" Rafters @ 16" 2"x 8" Rafters @ N .SITE PLAN. O.C. 16"O.C. Pitch:45° 1 Azimuth: 101° Pitch:45° 1 Azimuth: 101° Array Size: 8 Modules Array Size: 5 Modules W E NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV-AO 1 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION S ` • .. - FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS Equipment Specifications: PV ARRAY 2-MECHANICAL LOADS . Array Area: 141.5 ft2 Total Photovoltaic Dead Load: 3.33 psf Array Area: ftZ Total Photovoltaic Dead Load: 3.26 psf Module: (13)Silfab SLA 255 P 88•5 ovo ea oa RGS :. Array Weight:1 471.3 Ibs Avg. Dead Load per Anchor: 26.2 Ibs Inverter 1: (13) Enphase Energy M215-60-2LL-S22-IG Array Weight: 288.3 Ibs Avg. Dead Load per Anchor: 20.6 Ibs ENERGY Anchor Qty.:1 18 Racking: UniRac SolarMount ± Anchor Qty.: 14 r ww-t ;3r Attachment Flashing: Eco-Fasten Green-Fasten with 32 Taugwonk spur,Al2 Design Values by Roof Zone: Corner Egde Interior CP-SQ-Slotted and Aluminum Flashing Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Max. UniRac Rail Span: 60 in. O.C. 60 in.O.C. 60 in.O.C. i Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. Phone(860)535-3370 .. - Fax(413)683 2225 Max. UniRac Rail Cantilever: 20 in. O.C. 20 in. O.C. 20 in.O.C. Roof Specifications- Max. UniRac Rail Cantilever: 20 in.O.C. 20 in. O.C. 20 in. O.C. Adjusted Anchor Span: 48 in.O.C. 48 in. O.C. 48 in. O.C. Roof 1: Roof 2: Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in.O.C. GRID-TIED Asphalt/Comp. Shingle Asphalt/Comp. Shingle ................ - ------------ --- ---- ---------------------- Downforce Point Load: 352.6 Ibs 352.6 Ibs 352.6 Ibs Downforce Point Load: 355.5 Ibs 355.5 Ibs 355.5 Ibs PHOTOVOLTAIC SYSTEM - - - •- ... 2"x 8"Rafters , , x 8" Rafters - ----- - Uplift Point Load: _232.3 Ibs -232.3 Ibs -193.4 Ibs Uplift Point Load: -246.0 Ibs -246.0 Ibs -206.0 Ibs 3.315kW DC STC O.C. 16"O.C. @ Minimum Anchor Strength: 400 Ibs o o Minimum Anchor Strength: 400 Ibs Pitch: 45 1 Azimuth: 101 Pitch:45 1 Azimuth: 101' TAUBNER, HOWARD Average Safety Factor: 1,91 Average Safety Factor: 1.78 Array Size: 8 Modules Array Size: 5 Modules 343 SKUNKNET RD 6'-6" T-6" 13'-1" BARNSTABLE, MA 02632 Project# 10338312 2'-4" 10" ' 2'-8" - 8" DESIGNER: Lucas Murphy 10'-101, 10 91-10" REVIEWER: Ash Bowersock . , VERSION DATE. 201 6-01-04 ti 1 1' REVISIONS ------ ---- ( V ----- ----- ----- ' -- ---- . . N) P Array 2: g # Y Date Notes 5 Silfab SLA 255 P Modules ---------------- z -- ----- ----- SolarMount Rails (typ) 3 4 17'-7" s • 18'-8" 16'-3" N (N) PV Array 1: ----- 8 Silfab V .. SLA 255 P Modules ----- ----- 0 X ----- o m9'-10" 1'-5" m 2'-10" 1%4" I_ LL .f 9'-2" a (E) Roof Obstructions: UniRac SolarMount Mounting Notes: ROOF 2: • Integrated Full System Grounding and Bonding to UL 2703 • Skylights (1 ) • Total Quantity of Attachments=32 • Roof Zones are defined by dimension, a=3.0 ft. S-E. 3/16"= V-0" • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted and Aluminum Flashing attached with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SS MODULE LAYOUT • All Dimensions shown are to module edges, including 1/4 in. Spacing between Modules required when using the Top Clamp Method. • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps. • UniRac requires one thermal expansion gap(4 in.)for continuous sections of rail greater than 40' in length N • Array Installed according to the UniRac SolarMount Design& Engineering Guide PUB14NOV03 P V -Ao2 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field conditions.All attachments are staggered amongst the framing members. FOR CONSTRUCTION � �= Ground WEEB & T���I/,1`` 5P Module Clamp 11G5 �p,25 Unirac Solarmount S aAScaPe Rail w/L-foot ENERGY rwc fsl Tf 9ta.;r,i3-;_ # ECo-Fasten 32 Taugwonk Spur,Al2 Green-Fasten With CP-SQ-Slotted Stonginton,CT 06378 S�-P75 6a Module(TYP.) � Phone(860)535-3370 � And Aluminum Flashing Fax(413)683-22zs \�Po� G Rooftop 5/16"x S.S. Lag Bolt O GRID-TIED • �e @�6 w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM Go�p sh\ag X8 Ra(te�5 16,O G Sealed w/Approved Sealant 3.315kW DC @ STC sP�a\� 2 a�ecs oc P Fz TAUBNER HOWARD I 8 2 X 343 SKUNKNET RD BARNSTABLE, MA 02632 Project# 10338312 Attachment Profile 2 Attachment Detail DESIGNER: Lucas Murphy REVIEWER: Ash Bowersock VERSION DATE. 2016-01-04 REVISIONS 20" Max Roof Framing PV Module Rail Overhang # By Date Notes - 2 - Roof Anchor ICI Landscape: —4.9 in. i I Portrait: —12.2 in. 3 & Flashing a Landscape: --29.3 in. e Anchors located Portrait: '-40.7 in. on alternate roof I „ I framing members 1.50 in. I .. ,. .. 139.0 in.---I 48"Max y Anchor Spacin SolarMount Rail =� = Mounting Sta ered Attachment Detail T � "°'eS � A XNot to Scale o T Silfab co 255 P 65.0 in. 20" Max m Rail Splice Rail Overhang A T WEEBLug SS Washer Ground Wire ® &Nut 77B I-- B Unirac Rail N SS Bolt (�O) C M Distance from Module Corner Minimum Maximum Sta er s lice locations Min of 2 supports Long Side,A 8.1 in. 16.2 in. S—E gg p PP , VARIES within the each row of modules on either side of splice Short Side*, B 1.9 in. 7.8 in. SS Flat SS Bolt with a max spacing of 60" *Top-Clamps maybe used on the Short Washer DETAILS Sides of the Module 4 Rall S IICe Detall UL Approved Mounting Locations ` Groundin Lu & Rail Not to Scale 5 Not to Scale V Not to Scale PV-A03 x