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55 MEMORIAL DR - BUILDING INSPECTION
` 1 • The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY Massachusetts State Building Code, 780 CMR, 7`"edition OF SALEM Revised January Building Permit Application To Construct,Repair,Renovate Or Demolish a I,2008 One-or Two-Family Dwelling This Sectio For Official Use 41y Building Permit Number/ Date Appli : Signature: dlxwl Building Commissioner/I ector of Buil ' Date SECTIO 1: ITE INFORMATION 1.1 Prnnorty Address: 1.2 Assessors Map&Parcel Numbers l.l a Is this an accepted street?yes no Map Number Parcel Number 13 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(fl) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.y�Owner'of Rec rd: Mr-.WN J_ ^43S SS /�'1.eev�r;e" l Dy- Name(Mnt) Address for Service: 9 7f — Signature Telephone SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ I Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other Specify: k o o Uo &,'e Brief Description of Proposed Work': ILe_ .*l k u T ,r, �_- 5ri4 VVL-�o��y e�.c�i iL ST�-er. . SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ Y C( 1. Building Permit Fee: $ Indicate how fee is determined: 13Standard City/Town Application Fee 2. Electrical $ S / ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:$ q c q Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 1 1 r9 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Licensed Construction Supervisor(CSL) I 9`g660 7�zatr Aw"it Rt cha�L Sor License Number Expiration Date Name of CSL-Holder 3 f Ai A 0.{ List CSL Type(see below) [J Address �•� A Type Description U Unrestricted(up to 35,000 Cu.Ft. R Restricted 1&2 Family Dwelling Signature cC M Mason Only 4t 02. mc) SYOS RC Residential Roofing Covering Telephone WS Residential Window and Siding SF Residential Solid Fuel Burning Appliance Installation D Residential Demolition 5.2 Registered Home Improvement Contractor(HIC) s p 7 70Y HIC Company Name or 1111 Re intragqt Name Registration Number 60[ Orrd R:t.r. ria: tc3 [JtT,Vf DSOo ( d/c��Zo 12 Address 7( 90$_ 27q.rl Expiration Date Signature Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Isspance of the building permit. Signed Affidavit Attached? Yes ..........'- No...........0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date oo SECTION7b:OWNEW OR AUTHORIZED AGENT DECLARATION t�. I, PG y r L t r - /5 SA ,as Owner or Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and behalf. v[ tc,tcno r•— ,Print Name W /7,,�lo�2s/a iSigna&tfof O r Authorized Agent Date Si ed under the pains andpenalties of perjury) NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program and Construction Supervisor Licensing(CSL)can be found in 780 CMR Regulations 110.116 and 110.R5,respectively. 2. When substantial work is planned,provide the information below: Total floors area(Sq. Ft.) (including garage,finished basement/attics,decks or porch) Gross living area(Sq.Ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Coin ninwealth of Massachusetts Departtttent oflntlustrialAcci.dents Of ice ofInvestigations 600 Washington Street Boston, MA 02111 ww%nzass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(F3us;nesstOrganizat onnndividaal}: Global Resource Options INC. (DBA-Grosolar) Address:601 Old River Road Suit,3 City/State/Zip:White River Juction, VT 05001 Phone #.800-374-4494 Are you an employer? Check the appropriate box: Type of protect(required): 1.2 1 am a employer with 200 4. Q I am a general contractor and I employees(full and/or part-time).'" have hired the sub-contractors 6. ❑ New construction 2.❑ I`am a sole proprietor or partner- listed on the attached sheet. T. ❑ Remodeling Those sub-contractors have ship and haus no employees S. F-1 Demolition working for nnc in any capacity. employees and have workers' 9. F1 Building addition [No workers' comp. insurance comp. insurance.! required.] 5. We are a corporation and its 10.[] Electrical repairs oradditions 3.'0 t am a homeowner doing all work officers have exercised their I IJ-1 Plumbing repairs or additions myself. No workers'conn. right of exemption per MGL i y [ I 12.❑ Roof repairs I insurance required.) .f c. 152, §1(4),and we have no Photovoltaic Modules employees. [No workers' 13.0Othcr comp. insurance required.] 'Any applicant that checks box 111 nmst also lilt out the section below showing their workers'compensation policy information. t tlonsowners who submit this ailidavit indicating they are doing a I I work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that cheek this box most atwcbed an additional sheet showing the name ol'tlie sub-contractors and state whether or not those ctitities have employees. 11,111c sub-contractors have employees,they utast provide Ihcir workers'comp.policy number. t ata an earl)/oJrer that is pronidiitg workers'contpensatiott insurance for my employees. hielora is the policy and jab,site information. Insurance Company Namc:Clark- Mortenson Insurance — Policy It or Self--ins. Lie. fl: 491640 rr _ Expiration Date:8/1/11 Job Site Address: 5S M t 1,-i 0 PCity/State/Zip: 70 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 51,500.00 andlor one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of tip to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. /do lrerehy certify under the t Its and It' of perjury that the irtfm•ntation provided above is true and correct. Signat'urc: `� �_ Datc: I- I S - I I Phone # t 7F -�9- 1 S 2 3 5-7 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# _ Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: A�RD, CERTIFICATE OF LIABILITY INSURANCE 8/2/2010( DnYYY, THIS CERTIFICATE IS ISSUED,AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), 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 Clark - Mpl'te❑3011 Insurance -NAME:PHONE FA P.O. Box 6106 tyC,No,Exp:603-352-2121 _ _. VJc,NA1r60 _3=3.57.- .491__. E-MAIL Keene NIH 03937. ADDRESS;_ PRODUCER- CUSTOMER RODUCER CUSTOMER IDM OROSOLAR INSURER(S)AFFORDING COVERAGE NAICA( - INSURED INSURE RA:'1'71( HIL LPOrd giro Solar INSURER O:Nat lona 3._Union_Lire -l:Us. OE_PittslJU,_- Global Resource Options, Inc. D13A - -. 601 Old River Rodd SLli.te 3 _INSURERC:CharC1.5 ... ._. __.__..$._—___. . White River Junction VT 05001. MSUR,ER,D:Wdnsatz U¢derw t.L.eL^> Insurance COMP, _- INSURER E INSURER r COVERAGES CERTIFICATE NUMBER:757579008 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 YI41S CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,It IF 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. _- _ ..._. AOOLSUOR_. . .._ .. �_ ... _, ...—._....—_..__ LTR TYPE 4F INSURANCE.__ INSR D POLICY NUMBER MM1DDtYYW LIMITS R GENERAL LIABILITY GLOq 9111.200 0/I/2.010 0/1./201.1. EACII OCCURRENCE 51.000,000 -- DAMAGE T012ENIt0� X...)COMMERCIAL GENERAL.LIABILITY PROMISES tE 1 oc, m,cp}_ $100000 I. _I CLAIMS MADE I X I OCCUR MED EXP(Any O n preon) S10,000 _ _- - PERSONALBADVINJURY Si. 000,001) CENERALAGGREG ATE S5 000,00 0 �OEM.AGGREGATE LIMIT APPLIES PER ,PRODUCTS-COMPIOPAGG 52.000,000 PR POLICY X Ife4O- LOG Pioj eci: Agap:egatn 52,000.000 A AUTOMOBILE LIABILITY 04MCPP1,12062 11/1/201.0 11/1./201.1 COMBINED SINGLE LIMIT $1,000,000 A 0•I I ILN I X:10110 11/1./2010 11/1/201.1. IFaa(%J,pnB X I ANY AUTO BODILY INJURY(Por Pnrson) $ ALL OWNED AU i'OS BODILY INJURY(Po,aceidnnll S SCHEOUIPOAUT05 PIiOPEIiTY DAMAGE —_- — X HIREDAUTOS (Porncciden8 S X NONAWNOO AUTOS - - - 0_.... _.. C X UMBRELLAUAB % OCGUIt Ub:LO'/1.91.7;1 +— 80/2010 11/1/201.1 E:ACII OCCURRENCESS.OOU,000 _ . .. EXCESS LIAB CLAIMS-MADE AGGREGATE S5.000.000 DEDUCTIBLE S X RETENTION SA 0,OAR S D WORKERS COMPENSATION WCJ211J600090H) B/L/2010 0/1/2011 X OAY_LBpTi OTIi- ANOEMPLOYERS'LIABILITY YIN __ TORYLIMITS ._I E12__ _.. _.._ _.. WC STA TO ANY PROPRIF.TORMARTNEWEXECUTiVE B.L.EACii ACCIDENT St,000,000 OFFICEILMBMRF.R EXCLUDG04 ID NIA -- - ---=----... . ..._ (Mandntaryin NH) eL DISEASE-CA EMPLOYE SL,000,ODD R yns, DFSCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $1,000,000 A 1ln,1.1I1P.lon r11 UMI X4440 0/3/2010 B/l./2011 $21, 0D,ona DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES (Attach ACORD 101,Additional Rammks Scl,edolo,it more space is m Allred) Workers Compensation Coverage Part A applies to the Workers C'onlpensat:i.on laws in the States Listed dere: AZ, CA, CO, CT, GA, MA, MD, MT, NC, NJ, NY, PA, `£X, V`1'. No officers are excluded. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Global Resource Options, Inc. D13A BEFORE THE CEWTRONDATTHE E DATE THEREOF, ICY RDF, OTICE WILL BE DELIVERED GroSolar IN 601. Old River Rd, ; Su.itc 3 White River .IunCtion VT 0500). AUTHORIZED REPRESENTATIVE I ©9988.2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD 1 • 1 1 1 ! 4 i . �, �J/+s'UTonrm>Oaarud¢fl�.afr✓lFffJOn2vruat�e Board or Unildiny Reyelnlimia snJ$fendnrda Construction Supervisor License License: CS 66660 .a ExPI($41on.,1ti7/2077. Tr#'66680 ! � RssMction. OQ I DAVID RICNARDSON ",,, f - ' 35 MAY AVE ° •'�- .!l'r'' b s RAYNNAM,MA 02767 Commissioner i f k f i 6nnrJ 0 yiLihiq lteynlnnom pnd"StnndprJs 'EI 1 Adminiatrptor - { I i 1 f Office of Consumer Affairs and usiness Regulation 10 Park Plaza-Suite 5 170 Boston,Massachusetts 02116 Home Improvement C.nWgctor Registration _�� Ropiatralion: }59879 Type: Private Corporation Expiration: 6192012 TO 295920 GLOBAL RESOURCE OPTIONS dbaLGRS;S.It+ DAVID RICHARDSON — —`------ — _ 601 OLD RIVER RD SUITE 3 Y '•,+ — �— --.—.----- W RJ, VT 05001 •�'•Update Address end return card.Mark renson for change. Address (:j Renewal J Empkymant 0 Lost Cerd Oiflre ai a�mcr A'nslis&§ofin idesTori` License,or registration vnlld for individul not only NOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration. ;159879 Type: Office of Consumer Affair,and Rustnees Regulation Expirationt fJ0W 2 Private Corporation 10 Park Pura-Suite 5170 Bost..,MA 02116 ML RESOURCE OPYtONS'dba ORO SOLAR . DAVID RICHARD60N ii z ' 601 OLD RIVER RDBUITE$ WRJ,Vf05001 Uadmerrstaryi�nature seUNIRAC . . • - . . . . - - (,IIIPI LHOUPCOMV6NY SolarMount Technical ®atasheet Pub 100602.ltd V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 Bottom Up Module Clip.......... ......... .............. ............__'_......_.......... __.....__I MidClamp ....................................................................................................................2 EndClamp.,....... ...... ....._...... ....._...... ___.......... .....................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMount Beams........ ................. .............. ........... ...... ................ SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 321001, 321002 Washer Bottom Up Clip material: One of the following extruded aluminum BottomNut (tilddens alloys:6005-T5,6105-T5, 6061-T6 Up Clip no . l Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear Anodized +, Bottom Up Clip weight: -0.031 lbs(14g) r Allowable and design loads are valid when components are Beam _ ` Bolt assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one 1/4"-20 ASTM F593 bolt,one'A"-20 ASTM F594 serrated flange nut,and one %"flat washer Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to _ j part 1 section g of the 2005 Aluminum Design Manual and third- -------- •....•.f party 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, lbs(N) lbs(N) FS lbs(N) <A Y1k'-i i4 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 l � l uo Transverse, Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441 _— X " Sliding,Z+ 66(292) 27(119) 2,44 41 (181) 0.619 Dimensions specified in inches unless noted a r o OO U N I RACSoLARMowt Technical • ♦ a SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 Mid clamp material: One of the following extruded aluminum 1 me Bolt alloys:6005-T5,6105-T5,6061-T6 n?+d o e Nu Ultimate tensile: 38ksi,Yield: 35 ksi Clamp Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Sij \ • 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 Yd'-20 T-bolt and one''/d'-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Beam 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 Applied Load Average Allowable Safety Design Resistance ! immsrn CE 4 Direction Ultimate Load Factor, Load Factor, e0WEEN MODULES (I un_ lbs(N) Ids(N) FS lbs(N) tD I 'I I4 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 _W Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y ' Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 LIIX 1 - Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173,320185,320220, End clamp material: One of the following extruded aluminum 320233,320234,320331 alloys: 6005-T5, 6105-T5, 6061-T6 .ott Ultimate tensile:38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight:varies based on height:-0.058 lbs(26g) M Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents ♦=lenge Nut I 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 1/4"-20 T-bolt and one'/n"-20 ASTM F594 Sea \ serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory j Modules must be installed at least 1.5 in from either end of a beam x s Applied Load Average Allowable Safety Design Resistance (•"`"'""" Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) tD �w ort with Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE �� Transverse,Z± 63{279} i4(61) 4.58 21 (92) 0.334 Sliding,X± 142(630), 52(231) 2.72 79(349) 0.555 Dimensionsspecif 3-ininc eh s-unt�ss-nofed -"- . • Mou"t Technical DataUNIRAC T 111111 NZOiW r01A A W SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 310065, 310066, 310067, 310068 • 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 lbs(98g) • Allowable and design loads are valid when components are Sea ya.. assembled with SolarMount series beams according to authorized - Boll 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 3/.'serrated flange nut Flange Nu • Use anti-seize and tighten to 30 ft-lbs 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 NOTE: Loads are given for the L-Foot to beam connection only;be t •x sure to check load limits for standoff, lag screw, or other attachment method 301 Applied Load Average Safety Design Resistance Ixaot Fon Direction Ultimate Allowable Load Factor, Load Factor, a" WME �� - lbs(N) lbs(N) FS lbs(N) m 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) 2.46 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) , 2.28 323(1436) , 0.864 SOLARMOUNt al Datiasheets �UNIRAC rl Mnl LRoilP CO WAN, SolarMount Beams 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 0289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 riTM"; ,xh. " i•iJ, < 'AAxt dia..""}� !'nv"`3� 1Mi„ n� :7( "yrjt�,6 � ft4'. �s't` 2R;:r SLOT FOR T-BOLT OR 1.728 SLOT FOR T-BOLT OR Y4” HEX HEAD SCREW ila"HEX HEAD SCREW 2X SLOT FOR SLOT FOR -T BOTTOM CLIP 2,500 BOTTOM CLIP T 3.000 1.316 –7 1 SLOT FOR 1.395 HEX BOLT SLOT FOR 3/8" HEX BOLT 387 750 1.207 y y —1.875-- I_..X _.X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a r- 8 7 6 5 4 3 2 1 D D TL1P SF 10-11' 11'-1' 1V-11' S4 p111MEY C C `y PPFIFAS'P�IV®160C. B B LEGEND: o qA9 MWULE N GRf RNL &SERwE ® NaNN ARRAY#i LAYOUT SCALE:1/4'=1' VIEW PERPENDICULAR TO ARRAY I ROOF PLANE A PHO OVOS7RCS DTAl ITI A DN grl� Trym` CO�w ARRAY,MOUNT,B RACKING LAYOUT A muvaauwrismsraovsxrvaounui¢swNcsarnaswc.iow.aosaq B —dT-05060Y230S 55 MEMORIAL DR. �rrmweriart�.sswumiu,�w.wxws mrurt.wmourmwxxwrtw °'"" SALEM,MA01970 MUTLlR153rNCRYgpXINIEN. JAI w$�JAI 1-"2,n.10 REvrsruRT— CCVYP1fwrOm104W1 PEsauxCE0vn W.0 RIGMS.F D xut: NOTED snfEr. w 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 D D r-v 3 a SP 1' S9TP. � }NAt 945E Ml5PiN:f y 2S 7 C C 7 VEM 8 GrrE9s:r,r®ie'a c. 8 LEGEND: • Q SgMNWLLE .. ML4YVFR L G RNL ® Mawr ARRAY#2 LAYOUT _ a+rrEN SCALE:1/4'=1' VIEW PERPENDICULAR TO ARRAY/ROOF PLANE A wPRESS RESIDENCE gr*Solar xm;1B waruoMM ARRAY,MOUNT,8 RACKING LAYOUT A PHOTOVOLTAIC INSTALLATION rrrrra NNpoormsa.w.caN - "' mis oowxwieTraMwvEwrmwmuuewuEovnorvs mcryG .N AUT�05060V230S 55 MEMORIAL OR. uvmnurnm.mmvnm,Ixw,aLemvru w. Tmmvwrrcr E °' SALEM,MA 01970 a NT13SMnyraml01TE0. ° JAI gJAI 12.M.10 bPAIgT0A14 a06LL PE9WXCE mfIm91NC.NLRIpRw41M➢ fGYE NOiEO is WI.1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 STRUCTURAL SPECIFICATIONS YwuF. rnW\woP-m DESIGN CONUMM NIKKiIY12hPm MLWIEWFwgui) X 7 WIND SPEE01M19H1 1W MCdIIEL Mo 6,N MOSURE CATEGORY B D NRocoa ]oMD m ROOFHEIGXTD 25 D ~M DEIM r XUueERGFwWIfS 16 muCTURIt J MCWIE W➢tlRhB) GW2 RAFTER SRE TI IT ® RXSN WFXi1f IL0) 2528 RAFTERSPACNG Iw O.L. SOUR WMUE NwA mGWILR) 1121 N0.UMUMP mSIRM E�2' Afd7AY WEA(mFT.) M2 ROOFPRCH w ARRAroEADLDAO(OYSQm 34 mom UxIRAOSTMW%FI)R,NL xuLeFxaFAxxwrs N M ER& caavOBllEsxwOHE LOADPERNWxTRBTwuxT) JTB UNWCLs T ARRara DETAn: BLNE 6IISASE"..3 NUcui.S FNC ") 8 SMERSIZE WICNMWNTW FLASNWG M]WIENEKNFILB) 2822 RARERSPA Tao Pp vm,SXNF) 178.1 MIMUMPAFE WOE MRAYW ( BBI 1. MA%IMUM RAFTER SPM 9'-Y CMI➢O ROOF DEMNO A YMFAISOFF) 111.9 ROOFPRLH JO C RWFDECpNG AARAYOU MOUNTS R) IS MORNS C ALIGNiG LIAMPSmM HUA@EROF N]uM5 19 MRTEAIAL LCMPoSTc SXwCiE M ONM SLOTLCCAIIW W)UGSL ON MCIXAEfRAME JM2.1?1NRFAO ENEFDMEN] IDODPER M]IMI16MpIHt) 205 MIPERMOUNi MCWIENLG E 1MWNTPIG2CNE5 ssLE 1¢=r STRUCTURAL NOTES NBEA SYNHEINLKMWNTING PoINIJ 1,)MU-PUTHCLE FOR y18'UGSCREW USINGA7(SOWLL INT,mMNNAT EDRANGE RAFTER'.T�IV®1CO.C. 2.RAcwxc CE3x CU7 TGBENADEmTNJR' Ow FOECEPU Wx NGOFn74 P ].M 2LNE]CKMUFMCEH INTLOYNUMFlMB RCEPpM LOPDNGOFG SCALE:,.� =1' MTTmIHANAMLWOAWUPtFH DDDOPN LOOPDSG OFtW 8LBS REWIRNGR Yt6'UG ARRAY#1 B SCALE:3/8'=1' 8 Y a Bs A pPNDPSREDSNDEN�CAE IDN gfOxDNwxl `mMm [6RACKING&ATTACHMENT DETAIL A TOVOLTA 7xuoocuxExDLDNV NsamLELPIIDxsx lmAN�N1 .B peUT-05060Y2305 55 MEMORIAL DR IxPBLounwxTls,xEwoPERnv,BElueEmunuu7iw,wwnwEwvrRT.M1rnRMmvmmEN SALEM,MA01970 wxsExlle amour wmxurzo. JAI �eJA ]22DtD REVISIONSfAPYNWYOAIocLaGl PfaGIflCECPIIONSIXC.NL WGX19RF9wlrFD gryp: NOTED LEFT. wxl 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 STRUCTURAL SPECIFICATIONS MOGUIE: YP1GII tt21B.]w DESIGN e010111OB MJAM1E WTGblfG61 aM7 WIHDBP®PETIT 100 YPAi1112lLP 2W MJIYJLfI Bvo 6486 WWUNEGIECARY 6 D M'..'WLEWTHO no ROOF HEIGW 0 25 D ARRAYS60ETA6: NUMBEAOFM]IXYFS 16 91ycL FACOULEIYFIGNFhNI 6992 PPFTBA Sa Ya1P ® RAWNGWE1CMILRI 2529 RAFIFRSPACNG 16-DO, 9 NLUULE NIXAYWEIC ") 8821 NkSmuM RAFTER SPAN r NWAY MMl ") 2692 ROOFMCH W O lYDEADIMOBISO.FT.) 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GOF334 P ].MANDAE]OMUMUFCRCSNOWAMWMUM FIMO LDS REDMLOADIN1G' 337a SCALE:3"=1' BMTwID AAMINHWMTHRbSDDIE aOF2Y OF iG9.6L99 REWIwncnvls'uG ARRAY#1 B SCALE:318"=1' B Sl xr A PRESS RESIDENCE 61%F OIal xJ9M6ME �WVINl RACKING B ATTACHMENT DETAIL A PHOTOVOLTAIC INSTALLATION NRMca�saeamu _ —� B (7T-'05 muoaurrtwlsmswwFAlraaLw.lvueamceonaw we ryu V�"NA w 55 MEMORIAL DR. Iarxaoucnox,nEMAs5GR u16GAnox,wlma6 aRvrxr,mmart NwxwRrtlEn " SALEM.MA 01970 cuucw lesmcrLrvRwlvw JAl —JAI —122] 0 covrwul7oso16 ADRU REBWrrcGrrllorrelxe.AU ROMswBERvm rue. 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YINGU SOLAR YL 235 P-29b / 1650x990 SERIES Power Your Life ABOUT YINGLI SOLAR YL 210 P-29b.YL 215 P-29b.YL 220 P-29b 1 .YL,Z25`P-29b:YL 230 P-29b.rt 235 P 29h Yingli Solar is a vertically integrated manufacturer g of solar photovoltaic modules.Under one roof we manufacture our ingots,wafers,cells and modules. f This ensures that we can tightly control our material and production quality,offering our customers leading product durability and sustainable performance backed 7 e by our 25 year limited power warranty*. ti PERFORMANCE >>High efficiency,polycrystalline solar cells with high transmission and textured glass delivering a ps module series efficiency of up to 14.4%,minimising _ installation costs and maximising the kWh output of your system per unit area. >>Power tolerance of+/-3%minimising PV system mismatch losses. QUALITY& RELIABILITY v I' >>Robust,corrosion resistant aluminium frame -` independently tested to withstand wind loads ' of 2AKPa and snow loads of 5.4KPa ensuring ;= a stable mechanical life for your modules. >>Take confidence in our modules with a 5 year limited product warranty and a 25 year limited power warranty*. >>Modules protected by box during transportation and with 20 modules in a box on-site waste is minimised. >>Modules independently tested to ensure confor- mance with certification and regulatory standards. >>Manufacturing facility certified to ISO 9001 Quality Management System standards. A P WARRANTIES 5-year limited product warranty- Limited arrantyLimited power warranty:t0 years at 90%of the minimal rated power output,25 years at 80%of the minimal rated power output QUALIFICATIONS AND CERTIFICATES IEC 61215 Edition 2,IEC 61730 Class A,CE,I50 9001 /' = •sasw IEC 61815 'In compliance with our Warranty Terms and Conditions = ice_ _ C E j IOyRMlnluiC G IEC alcJ0 •pemllc lcepBcpM iJ.000001A • 6 F a ; t , y�4 Yn^ K YL 235 P-29b / 1650x990 SERIES ELECTRICAL PARAMETERS IV CURVES' currentT- Electrical parameters at STC(1,000 Will 25°C,AM 1.5 according to EN 60904-3) Inl Module type 1L 210 Ill 1120 hnb It20ill VL 225 Ill VL23b F19b 8235 him '- -- - -- - - -- s a Powm output MEW] 210.0 . 215.0 220.0 225.0 230.0 235.0 a I_ ---" I Power output tolerances 111 -/-3 -/-3 +1-3 +/-3 -/-3 ./-3 -r voltage Module ENiden ®1 o ,o 11m zs sa s .o[v] sY [%1 6 1-2.9..j 13.2 13.5 13.0 14.1 14.4 -t000W/m' -6o0W/m' -2001 Voltage at prove,V- IV] 20.5 29.0 29.0 29.5 29.5 29.5 -80ow/car -401 . Nrtent al Poser,� [Al 1.37 1.41 L59 7.63 T.00 7.97 Open circuit voltage V. IV] 36.0 36.0 36.5 36.5 37.0 37.0 Obert cbcuM burreal 1w [Al 7.95 0.10 8.15 8.28 8.40 8.54 990 no 946mm 50 in. Max.system Voltage [Vl 1,000 VIC Parameters of the thermal characteristics MOOT(Nomkal Operating Call Teeoezetare) _ _ l°CI r46•/ 2- -�I E Temperature cavNicient beta of la [1/KI .0.0006 TemperNure aoemeknl alpha of tl� (1/Kl -O. - Ground holes E e e Temperature cceMctent gamma of P_ 0/111 -0.0045 R MECHANICAL PARAMETERS nountingslofs 46558 mm Oimemkns(length[rami/width Iran)/tMdmem Immll 1;650/990/s0 E E Thickness with(unction box Enol 50 BM mm holes w a Junction box(numefacturer/protection degree/number of diodes) CIX)/IP65/6 ------ Junction box dimensions deal/Will/thkknm from]) _ 151/122/25 �� 72 mm positive cable K neoative cable tmmMackrer/length[mm]/ cable cmn-salion Omn,1) CIX)/1,200(900)/4.0 plug connackr(manukctomr/type/pmkctien degree) �MC4/OVresistanceandselHocking/IP61 i E i E Front corer(material/thickness Dal Tempered Glass,3.6mm I i ' I Ceetype 0lpentitt'/k b-W"Y) S " 60/polycrystalline/156 x 156 i � y Encapsalation materials Ethylene Vinyl Acetate(EVA) ` i o Nem cover(mattted tMdmess[mod) 4 le-PET-PVOF/0.281 32 mm $ name(material) robust anodized aluminum alloy SECTION A-A i N OPERATING CONDITIONS o. L Electrical equipment, N Opelwtk9 tempmawm feel -4o to.es 1 check with your installer N Max.wind load/Mac now load [Pal 2.4K/5.411 0 PACKAGING Number of modules per box 20 �•- Box sire(length[mm]/width[mm]/depth[mm]) 1,700/1.140/1,165 Box Woss we1gM k k9 g 450 is Bores per pallet 1 •The data does not refer to a single module and they are not part of the offer, they serve for comparison only to different module types. c Yingll Green Energy Holding Co.Ltd. Subject to modifications and errorswill o commerce@yinglisolarcom 0086•(0)312•8929802 rat YIN SOLAR www.yinglisolarcom Power Yew We