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HomeMy WebLinkAboutBLD-19-002194 woa•esJolaen•MMM/9LLL-066(1.09)d l SLLI-066(109)1I MOW?in'madeio/LOL els'pnls Wed eueleo'M 199 IlSe/Him iaauBu3 pafad 0Z0Z/0£/90:sandx3—o4Zb5:asuaa!Z vrw g S'sawloH'7 sllaM '4:90:a 0E' 1.'91.0Z O :alep W 10Hivtiru.ontas sawIOH sH M ,s sarnai s 4o (q pau6!sSIIaMtllel!6!0 A00 DTI'ONIIII3aNII01%13 TV21111D11111S 210123A 'ma SIM'CmaA •aaua!uanuoa moA w aowo sup Ilea asea;d 'aanew s!q;8u!pre2aI suonsanb iaglm; .tae aney noS 3I •spaau mo, maw s!gl adoy am •uo!1!puoa poo2 u!axe sluawala BwUoddns Jaylo pun sluauodwoa poi pil amts pe my;uolldwnsse alp uo pasty s!3oa 8u!Lslxa aqi jo Saenbape ay;8wpxe2as uo!snpuoa mo `Jana; sno!naid a u! pawls sV •uol;epelsu; xadoidw! 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'pap!nad sluawnoop pue soloyd ayi;o Ma!nam mo uodn pang •aps paauama;ax-anoge ay;Jo}Is!ppaya uo!lellt su!-;sod a pin sydtmnoloyd pama!nam mug am 'Lsanbam mno,C lad :Saul•sp Jea( uo!lepEISUI hued JeIoS £L9Z0 VW`ylnow11A'4931)5 e!u!tI!A g1,:aauap;sau uos;yalnll wiled :3JN383d32I AND SalgsV :NOIiN311V 9LSZ0 VW`WtyaWM'M 1#Ilun Troll rag uosxalled OZ aelos Ann 810Z`0£iagwanoN 181-US1-I IOZI1 :JagwnN Palau 96.1039 'IS s a a a u I o u a uoVe, elOSORI\ ladeid S901JdO HVln oe•YHk TOWN OF YARMOUTH Building Department U-� BUILDING Z F . So (508) 398-2231 ext.1261 ^m 1 G �• 3 . _C tY'_iO PERMIT O .� y PERMIT NO ;BLD-19-002194 ?c�;•;;�;s ISSUE DATE 10/29/2018 JOB WEATHER CARD APPLICANT ;Trinity Heating and Air DBA Trin PERMIT TO . Repair AT(LOCATION) 17B VIRGINIA ST,WEST YARMOUTH,MA 02673 I ZONING DISTRICT ( J Bldg.Type: [Residential SUBDIVISION MAP BLOCK LOT 036.66.5 BUILDING IS TO BE: CONST TYPE USE GROUP REMARKS Install 7.56kw solar panels on roof.Will not exceed roof panel,but will add 6" I CONTRACTOR to roof height.24 total panels. LICENSE 088720 Construction Supervisor Paul Eaton 7 Marble St AREA(SQ FT) 303,613,200. EST COST($) 32000.00 PERMIT FEE($) 150.00 Whitman,MA 02382 OWNER !HABITAT FOR HUMANITY OF CAPE COD INC BUILDING D BY ADDRESS [.411 ROUTE 6A SUITE 6 YARMOUTH PORT 1MA 102675 _./ PHONE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE CONSTRUCTION WORK: 1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL PERMITS ARE REQUIRED FOR FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS MEMBERS(READY FOR LATH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS AND MECHANICAL 3)FINAL INSPECTION BEFORE OCCUPANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. REFER TO DETAILED INSPECTION SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS OTHER: I WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION ARf1VF SOLAR HOMEOWNERS AUTHORIZATION FORM 1, Pallas Hutchison (print name) am the owner of the property located at address: 7B Virginia St W Yarmouth MA 02673 (print address) I hereby authorize Trinity Solar, and their subcontracting company , to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. This authorization includes the transfer/re-administering, and/or cancellation of any existing permits on file for the purpose of updating/applying with an alternate subcontractor. P13946 Customer Signature: Date: 1 0/1 /18 Print Name: Pallas Hutchison V E n e I n E E R s VSE Project Number:U2041-1877-181 October 10,2018 Trinity Solar ATTENTION:Ashley Grey 20 Patterson Brook Road,Unit#1 W.Wareham,MA 02576 REFERENCE: Pallas Hutchison Residence:713 Virginia Street,Yarmouth,MA 02673 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)) Risk Category:II Design wind speed: 140 mph (3-sec gust)per ASCE 7-10 - Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"O.C. -• Roofing material:asphalt shingles Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.72"O.C.along rails at Zone 1 (1)5/16"lag screw w/min.2.5"embedment into framing max.48"O.C.along rails at Zone 2 and(1)5/16"lag screw w/ min.2.5"embedment into framing max.36"O.C.along rails at Zone 3 Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The member forces in the area of the solar panels are not increased by more than 5%;thus,the stresses of the structural elements are not increased by more than 5%. Therefore, the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. 651 W.Galeria Park Blvd.,Ste.101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number:U2041-1877-181 Er10 I rl EERSPallas Hutchison Residence 10/10/2018 1 f1 E E R S The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC ROGER I Digitally signed DE it by Roger Alworth Date;2018.10.10 .4 —09:51:45-06'00' /IteONAL' Roger Alworth,P.E. MA License:47740-Expires:06/30/2020 Principal Enclosures RTA/egg 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com A o� CERTIFICATE OF LIABILITY INSURANCE 11/1/2017 THIS 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 poiicy(ies)must have ADDITIONAL INSURED provisions or 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: Arthur J.Gallagher Risk Management Services,Inc. PHONEFAX 4000 Midlantic Drive Suite 200 u/o Nn E,m 856-482-9900 IA6,NP1 856-482-1888 Mount Laurel NJ 08054 E-MAIL_ADDRSS INSURER(S)AFFORDING COVERAGE NAIL I _ INSURER A:HDI-Global Insurance Company 41343 INSURED TRINHEA-03 INSURER e:Liberty Insurance Underwriters Inc 19917 Trinity Heating&Air, Inc. INSURER C: 28 Patterson Rd Wareham,MA 02571INSURER0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1553770879 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE IADDLSUER, POLICY EFF POLICY EXP INSD I YNDI POLICY NUMBER IMM/DD/YYYY1I(MM/DO/YY/VI LIMITS A x COMMERCIAL GENERALLIABIUTY EGGCR000065617 11/1/2017 11/1/2018 EACH OCCURRENCE $2,000,000 _ DAEM CLAIMS-MADE X OCCUR PRISES IEa cc MET REED Ncdrrnence) 5500,000 MED EXP(Any one person) SD PERSONAL 8 ADV INJURY_ $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE _ $2,000,000 POLICY X 5ER9 LOC PRODUCTS-COMP/OP AGG $2,000.000 _ OTHER $ A AUTOMOBILE LIABILITY EAGCR000065617 11/1/2017 11/1/2018 GOMBINLOp INOLE LIMIT S2.OD0,000 - X ANY AUTO BODILY INJURY(Per person) $ AUTOS ONLY SCHEDULED BODILY INJURY(Per accident) $ HIRED — NON-OWNED PROPERTY DAMAGE AUTOS ONLY _ AUTOS ONLY (Per accident) S _ $ B UMBRELLA LIAB X OCCUR 1000231834-02 11/1/2017 11/1/2018 EACH OCCURRENCE 53.000,000 A X EXCESS LIAB EXAGR000065617 11/1/2017 11/1/2018 — CLAIMS-MADE AGGREGATE $3,000,000 _ DED RETENTION$ Limit x of$3,000,000 $21,000,000 A WORKERS COMPENSATIONEWGCR000065617 11/1/2017 11/1/2018 PERTUTE W- AND EMPLOYERS'LIABILITY IN - ANYPROPRIETORPARNEREXECUTIVE Y IX STAN/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $1,000,000 a yes,describe under DESCRIPTION OF OPERATIONS BelowE.L.DISEASE-POLICY LIMIT $1,000,000 A Automobile EAGCR000065717 11/1/2017 11/1/2018 All Other Units $1,000/$1,000 Comp/Collusion Dad. Truck-Tractors and Semi-Trailers $5,000/$5,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space la required) Named Insured includes Trinity Heating&Air, Inc and BPTP Future Holdings LLC • Evidence of Insurance. • CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating&Air,Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN • 20 Patterson Brook Road ACCORDANCE WITH THE POLICY PROVISIONS. • Wareham MA 02571 AUTHORIZED REPRESENTATIVE �fRESEENTT'ATIIVE7 14 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD . \ The Commonwealth of Massachusetts 1 =1t, Department ofIndustrial Accidents t.___41, 1 Congress Street,Suite 100 1::= �_� Boston,MA 02114-2017 www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): Trinity Heating&Air DBA Trinity Solar • Address: 2211 Allenwood Rd. City/State/Zip: Wall,NJ 07719 Phone#: (732)780-3779 Are you an employer?Check the appropriate box: Type of project(required): LSI am a employer with 300 employees(full and/or part-time).* 7. 0 New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.0 I aa homeowner doing work myself.[No workers'comp.insurance required.]t 9. ❑Demolition m 4.0 I aa homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition m ensure that all contractors either have workers'compensation insurance or arc sole 11. 'Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 50 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no 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: 1-101-Global Insurance Company Policy#or Self-ins.Lic.#: EWGCR000065617 Expiration Date: 11/1/2018 Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.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: Phone#: (508)291-0007 • 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#: • • F0,12.020/2 Weea 94Ageleicia dad 611,4, Office of Consumer Affairs and Business Regulation One Ashburton Place- Suite 1301 Boston,Massachusetts• 02108 Home ImprovementCbntractor Registration , Type: Supplement Card TRINITY HEATING&AIR,INC. r� Registration: 170356 t-- ' Expiration: 10/11/2019D/B/A TRINITY SOLAR j 20 PATTERSON BROOK ROAD UNIT 10 t' = _ WEST WARENAM,MA 02576 1„Z\\ r=- 1 a--t' Uplift Mfrs and Return Card. SCA t O 20M 05/17 Fie; CrM✓I40.1elaVgth Ak7,04161/4 Office of Consumer Affairs a Nosiness Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE,Sgooleme t Card before the expiration date. if found return to: Reoistrffilm. EES rattan Office of Consumer Affairs and Business Regulation 1 17035510/11/2019 10 Park Plaza-Suite 5170 TRINITY HEATING}�/��A1Iflf1NC^ Boston,MA 02116 D/B/A TRINITY SOLARI PAUL EATON Te \ � 20 PATTERSON BROOKK �] -ROD UNIT 70 r WEST W AREHAM MA 02576 Not valid without signature Undersecretary • Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards C o n st`,ii44Mtf%ddpgryi so r • • CS-088720 - ares: 04!1012020I „ia PAUL AEAT I ': 5;11..44;;n �x ' r r ' # z'`M 41 7 MARBLE Sc, t-4,l ey i ” APT.310E �: ,4 g `� ,. i 4 '. WHITMAN MA rri3fs °,+a..0,'°. � °y" Commissioner ch t re to,possess a current edition of the:Massac Building Code is cause for revocation of this For information about this license Cali(617)727.3200 or visit www.mass.gov/d nen*sm+mm•.ew.0.ss-..vw.=.-.-.... . •1 _ n� ;. powered by :. Q.faNTUM �y FMM li , - , , . , \km. � . PA 129'0- 40i a rrnF giM>:It nNrtm` mt*ii Ixn tatutn ,mommy al"� 1 ('"' !:,}q tt ' G 1 Q.ANTUM SOLAR MODULE•,, t ,I , : ,4 ., a � i iI � With its top performance and completely black design the new ------ -s , — .,.eammnomu thanks to its innovative cell technology Q.ANTUM. The world-record cell ' ri design was developed to achieve the best performance under real condi- Hirt tions—even with low radiation intensity and on clear, hot summer days. It( , ; .ter9`5; LOW ELECTRICITY GENERATION COSTS Iii 1 -- C.) Higher yield per surface area and lower BOS costs thanks to • f higher power classes and an efficiency rate of up to 18.3%. I i l i 1, ' ii li ojk INNOVATIVE ALL-WEATHER TECHNOLOGY I ,gr Optimal yields,whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE • 1 Long-term yield security with Anti LID Technology, 111 Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra.Qm. EXTREME WEATHER RATING ZPPWEE fRRCH QEEttS High-tech aluminum alloy frame,certified for high snow ✓mA .a� • (5400 Pa)and wind loads(4000 Pa)regarding IEC. 1"'M0Ou&SL " ✓„„'°"""" 2017` ✓..... , MAXIMUM COST REDUCTIONS ✓„tl1p"�' Up to 10%lower logistics costs due to higher module capacity per box. O Iy Tol tl I ,w 114<RLSW/VDEY(p sp )a A RELIABLE INVESTMENT ”"" ; ` on* ' 'Inclusive 12-year product warranty and 25-year linear performance guarantee', lo.aoeszsaT I APT test conditions according • to IEGrS 62804-1:2015, method B(-1500V,168W THE IDEAL SOLUTION FOR: 2 sh aooRup ays on for See fudatarther Information.eetonrear residentialarrbuildings rC Engineered in Germany CELLS !MECHANICAL SPECIFICATION NRIMMINMSDISIMODIMISMINWRINIIIMINIWINGAMINGNONOMIONOINIORNAG Format 65.7 in x 39.4 in x 1.26 in(including frame) +iyl w+__ ..� (1670mmx1000mmx32 mm) r,�_---_ ___. . .. .,_ _. .�_.. ___ _.__.�__.__._... Weight 40.781bs(165kg) �.. ,.�n mor + Front Cover 013In(3 2mm)thermally pre-stressed glass with ants reflection technology :-.. ,,,,,,,,. r..I Back Cover Composite him • ..._ Curr.. ... ^ sv.,,®.o�..r,.• Frame_ Black anodised_aluminum �Cell 6 x 10 monocrystalline OANTUM solar cellsI Junction box 2.60-3.03in x 4.37-3.54in x 0.590.75 in(6677mm x 90115mm x15-20mm) Protection class ziP67 with bypass diodes ,,,��„�,w ••«++• '. ._Curr_ ._.._. _.__. _.........,__ .,,.... Cable 4mma Solar cable (+)z393hn(I000mm) Oz39.37in I1000mm) I=-�"==1 -_. -Curr._ .._._�. TIF'"'''-' at• •e'r p,++.,•,,, Connector Multi-Contact,MC4,IP65 and IP68 m,Ip=.mw.o "ELECTRICAL GHARACTERISlICSONSIISMOMMINIMMININMNOMODONNIGYANDININNISDINNORRONNOI.. POWER CLASS 290 T 295 300 i'.. MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, (POWER TOLERANCE+SW/-OWI . , _ 1 Power at MPP' P,,, IW) 290 295 300 j . ...... ..,_...... ........_ .__._...,._...._. _ ..,........._.. ,.....,_.._...._...__., Short Circuit- Current* L. W 9.63 9.70 9.77 i ._ - _. .._V.._.. ..._.. __ _____...3 .._. j ripen Circuit Voltages Y. [h 38 19 39 48 3176 1 g 1Cunent at MPP I,,,, (A1 907 917 26j -_._. Curr _ 9 .,-... ? Voltage at MPP V,,,, IVl 31 96 32 19 32 41 ` . ..._..._... .. Curr.. ... .-. .....,._.Curr. Efficiency' 0 1%] z 17.4 2177 21801 1,_._._._. ._ ..... _,_._..._.,. .....,.._ION ___....._....___.._._...,..._...__....__._..._..� MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOV ._..[...Curr Curr_..-. __.._....._- ._...._._.. ._______.. _.._.._.__ . .. .._.___.._ ._.-Curr_.. ............. ..........__.._.Curr_ Power at MPP' P,., [V/] 214.6 218.3 222.0 ____ ._....._.__ 1 j Short Circuit Current' Ix [A1 7.77 7.82 7.88 Open Circuit Voltage V [V] 3665 3692 37.195 • ._ 1.... ....._._.__.�,_..........�_..._.. .. ___ -..... .... ... ...�_____.___._._. ..-.. '. ;, Current at MPP' 6 [A] 7.12 7.20 7.27 ._. .._. _..._ _.. '. Voltage at MPP• V,w [V] 30.14 30.33 30.52 1._. _i 1I0004rm'25 C spectrum AM 1.5G 2Measurement tolerances STC A 3%;HOC*5% 1800 What.MOLT spectrum AM 1.5G •typ I values,ectualmay differ 1 { D CELLS PERFORMANCE WARRANTY,.,_.. PERFORMANCE AT LOW IRRADIANCE l,m.....». ... assh :n..,.n,y aa.....,..:.: n ..a,�.n n..n. , . D! a w..ten.. At least 981e.nom nal puvmr during firm year c•IN "`" w°....... Therealler ma 06%degradation per year 1aph �" At least 92.6%of nominal power up to 10 years. I.1g YPalet;i: ,y„ p At least 836%of nominal power up to 25 years gw c ' 1 N ' All data within measurement tolerances. .._ i ijldU S pro,„ _ Full warranties in accordance with the warranty '� , t x ve ! yb terms of me D CELLS sales organisation of your r S w p f Gk n$' "t' {I respective country. am em we we am m MMuuCgwM li I � own re MRS Typical module performance under low irradiance conditions in i i I � .s. . ...,nau...Wmw comparison to STC conditions(25°C.1000Wrm'). ai TEMPERATURE COEFFICIENTS R Temperature Coefficient / V. p 1%/N] _ 54 028Y. M I a l%116/K1 +0 04 Temperature Coefficient W Vs ..Curr .Curr -._ ..Curr Temperature Coefficient of P y 1%/q 0.39 Normal Operating Cell Temperature NEC 171 113 4 (45 x3 C) ..._ _Curr _.._ _._._ .�...__. IPROPERTIES FOR SYSTEM DESIGN RIMMYSIAMRSIDOMMYYMINFUNDR.VMSYMMORTIMMOIWYROMMOMMISTRIGn ? Maximum System Voltage V IV] 1000(IEC)/3000(UL) Safety Class II m ... ..... .Curr... _... ._. ....__,...._.I �3 Maximum Series Fuse Rating IA DC1 20 Fire Rating C(IEC)/TYPE 1 NU , a ,..._ ..,._ "'"'"'-'". Curr._ ..-- ...... - { Design load,push(ULT. [Ibs/IP] 7513600 Pa) Permitted module temperature 40°F up to+185F I 9 on continuous duty 140°C up to+85°C) w Design load,pull(ULP Obs/IP] 55.6(2666 Pal 2 see installation manual e IUUALIFICATIONS AND CERTIFICATES' PACKAGING INFORMATION ¢, UL 1703 VDE Quality Tested CE-compliant; Number of Modules per Pallet 32,I IEC 61215(60.2):IEC 61730(Ed.1)application class A .... ..... . . ............ ....... ._.. .................. .. ............... 5 Number of Pallets per 53'Container 30 ---_....__ _ .._ ..Curr _....„, k 0 E / E 4r�a Number of Pallets per 40 Container 26 a E\ (\. nT -.....-.. j ess� Cd,,,US Pallet Dimemions(LxW xN) 68.7 in x 453 in x 46.1 in I. barilf, __ _ __ (1745mm x 1150mm x 1170mm) Pallet Weight _ 1396Ibs(633 kg)1 1 NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further Information on approved installation and use €yy of this product. ,y Hearths DULLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEI+1 949 748 59 961 EMAIL inquiryOus.q-cells.com I WEB www.qcells.us U2041 77-181 % EflGIr1EERS JOB : 18 SUBJECT: WIND PRESSURE PROJECT: Pallas Hutchison Residence Components and Cladding Wind Calculations Label: Solar Panel Array :, ; Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 140 Notes: Exposure Category: C Risk Category: II 4 ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h [ft]: (Approximate) Comp/Cladding Location: able/HIP Roo s c : ' Hip? r'r T Enclosure Classification:'Enclosed Buildings Zone 1 GCP e.9 s Figure 30.4-2B (enter largest abs. value) Zone 2 GCP 1..7, (enter largest abs. value) Zone 3 GCP -. 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 KA: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 36.2 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) riwall OUTPUT: moo ;_ -- . Equation 30.9-1 Zone 1 Pressure, p [psf]: 32.6 psf(1.0 W, Interior Zones') Zone 2 Pressure, p [psf]: 61.5 psf(1.0 W, End Zones') Zone 3 Pressure, p [psf]: 94.1 psf(1.0 W, Corner Zones*within a) (a=3ft) U2041 JOB NO.: CONNECTION 81 VECTOR SUBJECT: CONNECTION E f'1 © I fl E E R S PROJECT: Pallas Hutchison Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 7 5/16 Max. Trib. Cd: 1.6 NDS Table 2.3.2 Pressure Max (0.6 Wind) Tributary Areae Max. Uplift Embedment [in]: '`25 (psf) Width (ft) O Force (lbs) Grade: SPF(G = 0.42r 1 Zone Capacity [lbs/in]: .205 : NDS Table 12.2A 1 19.6 6.0 16.5 323 Number of Screws: 1 2 36.9 4.0 11.0 406 Prying Coefficient 1.4 3 56.5 .<< '3.0 8.3 466 Total Capacity[lbs]: 586 Demand< Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). • JOB NO.: U2041-1877-181 SUBJECT: SOLAR LAYOUT E f O i n E E R S PROJECT: Pallas Hutchison Residence BACK ■ t;.c I trErTri :Tr' 7;7: 'I:4a I' IL La C C Y „Etc:, AC DC 2- kt Itc t I 7 UD t. 1 h: * r p , r r tsi e i,.Err ir 4 r.n c 1�. .._I EP FRONT INSTALLATION OF NEW VIRGINIA ST• ROOF MOUNTED PV SOLAR SYSTEM ' . , "''N'`*' 7B VIRGINIA ST , ' '' -' � 11/..1‘ CI WEST YARMOUTH, MA 02673 F .'. .� - a ; } r°4"`- .,,--, � anen,'.�, . ..r.• Iew.UIRLrbiwn t�`'}? &. A-s=, .* . 'N.: ,.ester":; VI IN AP 1_SITE o RTEM DA SCALE:NTS PT yeCI ice: HUTOSISON,PALLAS- TPNETY ACT E 201S029430 Protea Nerve... Al VIRGINIA ST WEST YARMOUTH,MA 02673 41.655235.-70.267733 EENn NOTES San-WaL2Mlial GENERAL 501E1 eoNrxuo SHEET INDEX L THEm siEa CONTRACTOR • THE ALM,MOPE THE PMEL• u •gy mPREVAAMunMI MMT OREONO1'A PV-1 COVER SHEET W/SITE INFO&NOTES DEE«RRTNB. WTO NO.W VI RVM.T MOt SPECIFICATION. W MS ECuPLIENT o�NOwO'u DISCONNECT re cc ET'NO.NI.NREOI.REIENTS e10LEORIXTT,PERE PV-2 ROOF PLAN W/MODULE LOCATIONS PROPOSED PV SOLAR SYSTEM w • THIS SET OF PLANS awe SEEN NV CONTN'EDN"nHRANANO mac.,AND °M"EEIO HOURS. FOR THE PURPOSE : ONAWNOM PV-3 ELECTRICAL3 LINE DIAGRAM E.ON'MONNACOHEESCE MEOW. WE MSPµAND RR RAN 1 RE PaIALATEW COVIRICTOR• MO?TSR SOC SYSTEM ARE WARNED REALS We taw EMmN SNEAKER �RESPONSIBLE FON STAERC AL TWEE MODULBRY MT EVAIEOAR CONTMCTq LEOOtlo� Axa AP APPENDIX OEMNRR16NRmOO EMENT NO MORO.OWN.LL NFREW MA.N 7LED FORWTI EEILBrt INIITU CW OILY TiWotan s Maar,AIOMALCTON GOWNED EWOEO TO LNNT. MOSWID El The COMPLETE 1MMYl • nLMWNXY,EMB Bova v Ni NFGRMAIICN 1 Y NO 1 Re TU CERTRCTORa cEATNND ER, NECIIWIRRAL NerNFNM RESPORREIR Eq RE'uR MO EmINE,CLEARLY NMS�'E Cp EIRUCTRACIMIEL TH�ELECT COOE 1NCERONpC M DRAWIt U WE NATO,ELECTRICAL CODE MNNIC NOT ORYONENT uONVEWLER rxNEE ` EWER System lSlgm mep ' NNOR TOEIY TNM.THE neTNUI TON PRIOR TOLEUVy n TI OF DEGRERARENNTTO SCALE ).YARDS. canwacA RECLINED A IMA NOTpATOMC SYSTEM.THE Ry AIRS OCR OVER RReEN PROTECTION mNTOEA MIRE OF, bTCTON CORTRCTOR EMM. AC TNS CURRENT PE 'M ranMSEt 05 FOWRI MID FUSES REMOVED MDR TO ATTENDA PREW OPElfFNTAUAIT Y CtIEWE Una MoothE count x THE TNNST• NY REARING PON CGIFEanAR TEHTMYTI, ... FTCAl PRASE wanes Wax Humans SYSTWC RPCNENTL PROCEDURES, SAFETY AO NP AROSE H.BNEO RM IAC CIEOPIE°MO IFNs .OEMUS Mn C ORMTON. MO MORE FIRERS,GRADE CITY PWM. CuARTRY inn cow,: K.MIEO THE N81M4TRE 11. PRIOR 10 THE W 100ON SYSTEM TOR VR. ED ME TE' pµV E MINKTd NONOMA'~AN O SPAM C 2Mi1f 10FNRON Oi WRao TES. OIEIIRAIXI 3v mu ONt iFENCTgaoo MOIW OTENEO• ASSIST NRAEORS£1«W saeTME DROnMFl! IONv SOLAR TO,VLTML NETMI'TKN RCEW' T%MLL Nx1N: N fS SOYA INC CGNE ON OTE mann.CHECKS al Comet,Ka V.01 I TSS OTHERWISE LOCATED E FOR SRAM IT IS T4 MTALAIY_N COYYMEO THAT IL FEN THE PROPER MlATEMCE AND i .a., WEE .EW HARE 11ISOLATION E T �RENARTENRERnro EPPER M MRGNFORMERR EATHENPRcOF WaalTE q� ? wNOIO mOC[pKESMM i EGR� O Rer,NO. Sheet EACM OF THE OPERATION mamas- c To Gomm Pa FIRST AC MC CPR.MEMBERS SE X060 IL �LOCATTELEION WGMEDEDEL�ELECTRIC cm ow:0.w SMRII • EMAP FMSXFD ROOK 0111I LSE EOMDFaL0 MIC SYSTEM•TD TO FE YR TE EC LECIRIC L SYSTEM WASSAILER \ P1 PV -J ECCTF•N OSIS fN STHE TS• RNMTYCO APANGA1O RMT ELECeCNGC gTAUC WANG ELECTRICAL CODE ANY LOCAL COX U MATERIAL.WORNMWEHP MO FU FU MCH MAY SUPERSEDE TIE NEC SIM. FV NE ENO image GOVERN. MROUEIRMISSMpWI HE1EMGMM.L ON PAW.Coal NTERNRTER ML TEM TOE E N ACCWUACE TMMC. 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