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��gUFFOt�c� Town of Southold Annex 2/26/2013 �o G� P.O.Box 1179 0 54375 Main Road co o s Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36154 Date: 2/26/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1060 N View Dr, Orient, SCTM#: 473889 Sec/Block/Lot: 13.4-2 Subdivision: Fled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/21/2012 pursuant to which Building Permit No. 37232 dated 5/21/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Electric Solar Panel System to an Existing Accessory Structure as applied for The certificate is issued to Adams,William&Pearlstein,Alixandra (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37232 05-14-2012 PLUMBERS CERTIFICATION DATED Autho Signature �gUFfD(,�co TOWN OF SOUTHOLD Sao ay BUILDING DEPARTMENT CMi TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37232 Date: 5/21/2012 Permission is hereby granted to: Adams, William & Pearlstein, Alixandra 530 Canal St New York, NY 10013 To: construct an electric solar panel system to an existing accessory structure as applied for At premises located at: 1060 N View Dr SCTM # 473889 Sec/Block/Lot# 13.-1-2 Pursuant to application dated 5/21/2012 and approved by the Building Inspector. To expire on 11/20/2013. Fees: ALTERATION OF ACCESSORY BUILDINGS $100.00 CO -ADDITIONS TO ACCESSORY BUILDINGS $50.00 Total: $150.00 Building Inspector o��OF SOplyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 G roger.richert(cD-town.southold.ny.us �` � olylroutm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pearlstein/Adams Address: 1060 Northview Drive City: Orient St: NY Zip: 11957 Building Permit#: Section: 13 Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tri-Tech Electric East Inc License No: 44137-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures • . Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 9,2KW PHOTOVOLTAIC SYSTEM to include 40 solar panels, 2 inverters with all required combiner boxes and disconnects.(roof mounted) Notes: Inspector Signature: Date: May 14 2012 81-Cert Electrical Compliance Form.xls pF SO�jyO�o V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineering.com February 15, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Adams 1060 North View Drive Orient, NY I have reviewed the solar energy system installation at the subject address. The units have been installed in . accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer or NEW ), Q�A PAC/F�c©� .dCo -------------- W I n I E IJ U FEB 2 6 2013 FPS P Ralph R�>I °�al Engineer;' NY 066182 24GE04744306;% BLDG. DEPT. TOWN OF SOUTHOLD FIELD INSPECTON REPORT DATE COMMENTS FOUNDATION(1ST) W s FOUNDATION(2ND) c o 0 ' a C4 ROUGH FRAMING& y PLUMBING d INSULATION PEA N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS A /� v�c o cr.id 4 /7 £s O�.c�E.2 r� cu�Q �c .# 7 y � z . � z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. An Check Septic Form N.Y.S.D.E.C. Trus Floo r t Examined � n20�� Sto 5� Contact: �� Mail 12 Approved Disapproved a/c Phon Expiration TOWN OF SOUTHOLD Building Tnspector APPLICATION FOR BUILDING PERMIT p Date 20 to INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 1 (Signature of applicant or name,if a corporation) a9(a W. Mo,u,AVK Nwy. , PAMPTUN B14115 1vY (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder AGENT Name of owner of premises w UTAM AD11MS on the tax roll or latest deed) If applica t is co ra icm ,skgt to f y on ed officer leu4orporaf officer) � , n ` �12— Builders License No. Plumbers License No. Electricians License No. 14q 137 — ME- Other Trade's License No. 396W- MC- 1. Location of land on which proposed work will be done: 1060 NoZTHV1EN 'DRiuc OAIEAIi House Number Street Hamlet County Tax Map No. 1000 Section Block 1 Lot a Subdivision —Filed Map No. Lot s 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RESIDENCE b. Intended use and occupancy 90PENLC 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Oter Wor USN- MoonrrM Seu4R 'PIWE-S CRW4o (Description) 4. Estimated Cost 41 <15",0oo Fee (To be paid on fil' g this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises WILL-IAM 40AM5 Address I°ba v0A11fv'CW W. Phone No. Name of Architect R ACPN AuFl(o Address 0,96 u MuiWL4 µ►N Phone No G31 7a$- 78G Name of Contractor SuNSIRFAM usil Address A& 0 MoN7N4- 014 Phone No. G31 Tau'706 I 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO_Q( * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES NO co— *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF�./t TNUM65 being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A" nU-f— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn t b ore me this / day of 0 A v& AA&c4"k, Notary Public wry public-State of New York Signature of Applicant NO.OIHA48MSS QuaMed In Suffolk County,— Commbolon Expim Ob?9-j SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUN1`1,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 7, 2012 Sunstream USA 296 W. Montauk Hwy Hampton Bays, NY 11946 Re: Adams, 1060 Northview Dr., Orient TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: *Note: We need Certification that the panels were installed per NYS Building Code. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT : 37232 — Solar Panels c Te nn Hall"Annex '*04one;;(631)'7051802 rig QQ22� ' 54375 Maiglxoadyy�jSOUCt1511! ' P U.Box`1179 a rogerriche o :ny.us Southold,IVY 119.7100 �. BUILDING-t)EPARTMMI T TOWN:OF SOUTHOI�U APPLICATION FOR ELECTRICAL.INSPECTION REQUESTED BY - Date: 2 Company Nam-eir. Name: ,,- . Lim se No Address: _ - - , Phone:No:; r G3 JOBSITE.INFORMATION: (Iddicate.s required .information) *Name; *Addr!ess: *CI?oss'Street: ,t=/%1 *Phone"No.: �/ Permit No:: , Tax Map D'tstncti:; 'IO 3 S.ectlon Ali. I , . l ,lot: 2- B ocky *BRIEF DES.CRiPTtO(V OF:WORK,(Please Pnnt Clearly) -7- - o vr— tP[ease Circle All Thal A'p'ly) *Is jo�read �for Inspection: y cg NO. Rough�In Final ; *IJo you need a Temp Certificate: Temp:infonmation(if.needed): *Service Size: 1 Phase Vhase: 1a0 -150 200 300 350, 400 Other *New SeMce: Rex-connect Urtdergrownd Number 4f Meters Change of Service overhead AdMionall'Information: PAYMENT DUE WITH APPLICATION �243equest for Inspection Form / ! . SUNSTREAMUSA 296 W. Montauk Hwy Hampton Bays New York 631-728-7861 February 21, 2013 �-•�EEPI Vrl Town of SoutholdBuilding Department FE 2013 Town Hall Annex Building 54375 Route 25 PO Box 1179 BLDG.DEPT. Southold, NY 11971 Toddiv or sousHOLo Re: Adams— Permit#37232 Solar o-60 Northview Drive Orient (SCTM#473889—Sec/Block/Lot 13.-1-2) Dear Pat Conklin — Building Department Examiner: Please find the enclosed Solar Inspection Certificate letter, signed and stamped original from Ralph Pacifico, P.E., Licensed Professional Engineer for the above referenced property. Thank you very much and if you have any questions or require additional information please don't hesitate to contact us. Dee Russell LEED - GA, BPI - BA SunStream USA Project Manager 296 W Montauk Hwy Hampton Bays, NY 11946 Cc: William Adams 530 Canal Street, Apt 2W New York, NY 10013 SunStreamUSA The Renewable Energy Company www.sunstreamusa.com 631-728-7861 a id ied' PVInveders , I a breakthrough in efficiency and qualitylog b. strino:combiner ' �i,R i1�6if.1 FR,t por rerful LCL7.drsp,�ay £ latest ULIN'tIIE,E 1547 r arr' univerSa104Q""C ` / CC�S7 f1t (1 t7UXtd C tdt l7 , rartfvrinrelstfior, ,n t23285 pads wir 'OK de ch dhtertE C �alectri .�ntroue " h+ RBI 3.4:CiD4aU,r53'Ofl100 inertrr exrepti n ai +quality end of ic�er�+cy with more st nd erd'46 #urea: J'a r r INVERTER,SPECIFICATIONS INDUSTRY LEADING FEATURES pV3€tOt}; pVl-4ttUU; pVl aCi{}4? P�il:.5t1 : eHighest efficiency transformer- 1n ut isolated inverters in the cntlnuovsMl onr{ 2,40VAC MOW AI00aj 51sM 5575W industry, 96% CEC,full line! 208vA0 2840Nd MOW 452oW Max. 840.4V: a.Full integrated with DC&AC wccimended x.PV @24A VAC 381M 490CsN,� 6200YV 671)Z y 9 Agra Pc"ie '3Tta"i2atin' 2001AC 340OW 4360W 5400* 5800W disconnect, 3 or 4 fuse MPPT Votta r<Rarvnd. 2£14V-550voc.. OV-550 VbC 280V-SSO VCC 200U50 VDC combiner(specify fuse values) Maximum Input votts e: 600,VDC- 600 VDC 609 V13C 600 VQC and bypass terminal in Strike VO[Lage Wd 235 VOC 235 VOC 2U.VDC axmomin ut'Currerrt t A. 20A, 26A 26A detachable wiring box. taxhnum'ShortCkcuit Gurient`' 24 A '24 A .30A *Widest DC voltage range, Fined inputs.or uniused is Wss (6616of81O.12,•ar16A. 3: t; 4 200-600VDC. Out ut +Easy installation with low orwnuusPawor 240VKC 2900W 3900W 490(tk'y 530MV weight(47-60 lb), quick-mount kaw 208VAC 2704V1 3 a lti+ 43t1(W �60M' bracket feature, and universal Voltage Ram 240 Vic 212-2 VAC 112-264 VAC 212464 VAC' 212-264'VA . 240/208 VAC auto-detect 08 i Ac l54 2'28v'AG 1�4-Z29,VAC faii 2�vAc ts4'2�9 VAC operation (with neutral). r qugne/ s9Hz . t7t4x ft3Mtz of x Range-59.3 M5Rz Range 5s.3�6o-6Hz:ua a ,3-60.skz: e:. .3a_sH.' High reliability, 10 year ontinuors C+irrent 13 r 16,31ti 20.7 1, warranty and certification to output CurrantPresta'cUartbe utiad 24 A 20 0,26 A 25 or 30 A May-BackteedCurrent O.A 6A OA rjA latest UL1741/IEEE1547. P6wef p2 9r' Csi9 >99"a Unit > uft o untty,40% HD <3° �3'a: 3 3q :RS232&485 communication tfciency Pack @24DVAc 96:7s.T 95,7 .s ports. 288.VAC REi:d. 904:` 9&4 99"3; t c Efficlemy @24 3 I.Solrenview Inverter-Direct,web- . 9 t 208MAc g isrbased monitoring options (and General _ other third party services), Enclosure Eiainar t>761ttA"33 revenue-grade monitoring, Housing MatedaN Painted atummum otentTemperatureRange 2s°t:to.+55PC. agency reporting. coollng comreution: c6rtivect n and?ant wwt .Optional integrated panel weigh'I. 47`tbr2f -kg}. 48Jt7(2t kOj , a6lbJ26.6.kgl 1, 6Q!b(27A . assemblies with kWh meter 29.T5In XATk75In XC73 fin MA 117,,75M M27:1n Sl ® i xVltxEtj 71asnsrrX454ii�jxt7smniti r�'4smasx4 tri ar�i2�0 i and/or AC disconnect. 1 or ea:sizes 12to6AV4' ;inputand:ec,tputrnraecticns inverters handle 3-10.6 kW. Standards Utrt74'thEEK1 7jEEE154T.1%,C%k2a.2 tpx.9. AN t32:41 2.Fct;pBrt.ts`s:" Warranty 10 "rsstandard Fused PV Combiner Fuse 600 VDC &250 VAC Detachable. 4 fusers Bypass Terminal Disconnect Witrig Bois y ......r 4, . < 'Ak f» .r b R'E:NiE. WA13LE.S . Aw Lawrence,°Massachusetts. *, UBA: K YNd 9'18.683 97Q0{h9A) » 'A , __.._ -,.... _ w.� Fax=9 �G3.970 GFDI Fuse< RS232/485 interfaces E=.mail li9T . v 6rs dIrsn:com 0C Connections AC C6hribbtioh vtrtivw.solreh:t;arh SO RMOUNT U.S.Des.Patent No.D496,2485,D496,2495.Other patents pending. Code-Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Me F ; b .................c Contents Letter of certification....................................... 2 Part I. Scope,certification,and installer responsibility........3 Part Il. Procedures for code-compliant installations using the SolarMountO Module Mounting System......4 Part III. Installing SolarMount®with top mounting clamps.....9 Part N Installing SolarMount®with bottom mounting clips...15 Warranty................................................20 UmRac welcomes m�iut concerning the accuracy�and user friendliness of �' ©2004 by UIllRaC,Inc ttus pubhcattori Please write to pubhtations@unirac com ' 0•0 All rights reserved � � F vz split 8 IR/S } k tz il A lt, �'. k 1 t n 11 Otto �,. she : / F s T 4 RT Rgas MyY, y VC 4 AAT {[ Y I NEW s 4 two Aw z r Rw Adams/Pearlstein (20) 230W Trina panels for 4.6kW 2 strings of 10 on a PV15000 io6o mop,-r"tEw �� aRiElvr H y„ 7. F MOM& oil oh MOO 3 � C Xt• � _ Y i+ 5 3 d �� nA 3 s lot gs Fk �s tF v vac� d KRows, J y 4S i win how A Fit n 4, k OM oil I? 5 Cfi3 N NAM MM My" KIM M mom �3 b ° aim k a � Why 10010 WAS Koo I E S H l i WOO E �pq his yv 0 Co) aso w ak S19106$ 04: Io oN 6 poi SDoo E� TSM - PC05 The Universal Solution E- �Y i= Easy installation and handling for various I applications 5 Module can bears snow loads (5400PA) $ # and wind loads (2400PA) I U Guaranteed power output(0—+3%) T i K, High performance under low light conditions ) Cloud days,mornings and evenings) (Cloudy Y � 9 g ) i Independently certified by international n certification body* Manufactured according to International Current) the most o ular panel roduced`b Trina Solar. 50 Y P P P P. Y Quality and Environment Management Versatile and adaptable,with power output ranging from System (IS09001, IS014001) 220 to 240Wp,theTSM-PC05 panel is perfect for large-scale installations,particularly ground-mounted and commercial rooftop systems.Using reliable and carefully selected components that are tested at the Trina Solar Center of Excellence,this panel comes with a 25-year performance guarantee of 80%power production. Trina Solar,the lk /h value . under the.sune - y Trina Solar Limited Founded in 1997,Trina Solar is a vertically integrated PV manufacturer,producing No.2Trina Road,Trina PV everything from ingots to modules,using both mono and multicrystal line technologies. Industrial Park,New District, At the end of 2010,the company will have a nameplate module capacity of 950MW. Trina Changzhou,Jiangsu,213031, China Solar's wide range of products are used in residential,commercial,industrial and public utility applications throughout the world. T +865198517 2008 Onlyb matching an efficient cost-structure with proven performance will we,as an F +86 519 8517 6021 Y 9 P E sales@trinasolar.com industry,achieve grid parity.And at Trina Solar,we have both. ron-asolar The power behind the panel IEC61215,IEC61730,UL1703,TUV Safety Class II,CE A A TSM-PC05 The Universal Solution B=992mm C=46mm F=941mm 9' f,oaowimz _.........--._..........- _............_........................... 70 feaawr ................ ......................_ 4-012DPAIN HOLE �. 6.N ..................................................................__.._ .......... 15p1w/m7 r r i I u 4.W���aarivi�u.... i t ril iI r \ ..... 3I Po o+ ............... _2..0..0..W.../..m...2.. ................ ............ ................ j 409. ALNNG HOLE ............ .. ........... ..... .... ............_......._ ..... ! i iI om ............................................................................................. ! ! ! ! OP IO.m 202- 30s 40.d : I m E I I I 2-04GROUNoNGHOLE-\ Voltage(V) 10 I m 3 'E aency : up to'1 7 aWattage upfi 20 r Years warranty. 25 �. I r `I`AnseavrE r JUNCTION BOX 405.9 /- DRAIN HOLE 5 .!$: PV CYCLE Peak Power Watts-PMAx(WP) 220 225 230 235 240 _... _..... ......... Power Output Tol era nce-P.(%) 0/+3 0/+3 0/+3 0/+3 0/+3 __..... .. ................... ..... __._ __ _..... .... Maximum Power Voltage-VMAx(V) 29.0 29.4 29.8 30'1 30.4 --.. ._.._......:.....--- ...... ..... Maximum Power Current-IMpp(A) 7.60 7.66 7.72 7.81 7.89 .......... ............._. . . .....__.... .. ......... .- . ..,.._........ __ ........._... Open Circuit Voltage-Voc(V) 36.8 36.9 37.0 37.1 37.2 ..__. .... ......... ....... _. _ Short Circuit Current-Isc(A) 8.15 8.2 8.2 8.31 8.37 Encapsulated Cell Efficiency rl,(%) 15'1 15.4 15.8 16.1 16.4 ..._..... Module Efficiency rl,n(0/D) 13.4 13.7 14.1 14A 14.7 Values at Standard Test Conditions STC(Air Mass AM1.5,Irradiance 1000W/m2,Cell Temperature 25°C) Cell Type 156 x 156mm MulticrystaIIine silicon,60pcs(6x10) Nominal Operating Cell Temperature(NOCT) 46°C(±2°C) Glass High Transmission,Low Iron,Tempered Glass 3.2mm Temperature Coefficient of PMpp 0.45%/°C Frame Anodized Aluminum Temperature Coefficient ofVoc 0.35%/°C J-Box/Connector 1.Tyco/Tyco or MC4,IP65 Temperature Coefficient of ISM 0.05%/°C 2.Renhe/05-6 or MC4,IP65 Dimensions(A x B X C) 1650 x 992 x 46mm Operating Temperature -40-+85°C 5 years manufacturing warranty Installation Hole Dimensions(E x F) 990 x 941 mm Storage Temperature -40-+85°C 10 years warranty,90%power output Cable length(G) 1000mm Maximum System Voltage 1000VDC 25 years warranty,80D/o power output Weight 19.5kg Maximum Series Fuse 15A Packing Configuration 20pcs/carton Quantity/Pallet 1 carton/pallet Loading Capacity 520pcs/40ft,120pcs/20ft CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. 0 August 201 OTrina Solar Limited.All rights reserved.Specifications Included in this datasheet are subject to change without notice. www.trinasolar.com Installation Manual 214 SolarMount Code-Compliant,Planning and Assembly YNAMW Part I. Scope, certification, and installer responsibility Please review this manual thor The installer is solely>'espansible fQr oughly before installing your SolarMount system. ' Complyi prng wits all appxcable localE national building e codes,including any that may supercede this manual, This manual provides (1) sup- porting documentation for ' Ensrng that UniRac,and other products are appropri or building permit applications ate f the particular Installation and the mstaitatios relating to UniRac s Solar- en�rironment, �E _ Mount' Universal PV Module ,T Ensuring that the roof,its rafters,:connections;and Mounting system, and (2) plan- "ort members!can support'the array ning and assembly instructions undex building dive load conditions (this total assembly TE for SolarMount. xs hereafter referred to as the roof rafter assembly), SolarMount products,when • Using only UrnRac parts and instaNij ller=supplied,parts as installed in accordance with r spz czfied by Un1Rac(substittx ion of parts mat" old the this bulletin,will be structur- warranty and invalidate the letter of cerific`ation on ally adequate and will meet the 2001 California Buildin g �= • Ensurxixg that lag screws have adequate pullout strength Code and the Uniform Building and shear capacities.:as xnstal7e�i, Code, 1997,hereafter UBC 1997 • Maintaining the waterproof integrity of,the roof,includ UniRac also provides a limited ; warranty on SolarMount prod- Pl? g' d in selection of a ro riate flashxn an' ucts (see p. 20). • Ensuring safe installatiion,of all electrical aspects of the P"tl�array. � h Page 3 UN®RAC® Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Part II. Procedures for code-compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- 1. Determine the Basic Wind Speed ing permits for installations using SolarMount-PV Module Mounting System,manufactured by UniRac,Inc. at your installation site Follow the six steps below and the installation instructions on For the United States,see"Minimum Basic Wind Speeds in pages 9-20 to install SolarMount in compliance with the 2001 Miles per Hour,"reproduced below. California Building Code and the UBC 1997 If your installation is outside the United States or if you need Before proceeding,note the following: further assistance,consult a local professional engineer or • This bulletin addresses only wind loads on the as- your local building authority. sumption that wind produces the maximum load factor affecting an installation.Verify that other local factors, such as snow loads and earthquake effects,do not ex- ceed the wind loads.Give precedence to any factor that does.Wind loads are considered to act on the entire projected area,or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6—Z 100 g0 80 0 - w _70 9tl 80 s0 _.. " too 00 d t 70 8D L_7 'Sl 70.. —t t l 100 \� 110 70 i � ! /7080 fi --}— 110 110 70 80 90100 10 El BASIC WIND SPEED 7i7 mph ®SPECIAI VANDAE010,11 a .f-;e nW nda 1,}lNE,ARIMCTPC9;xtIgN GET1viCNl17ti0?P�DCONF49tP.v+S KCG2CTaR;E. iii 10�r M,. u i Z CAUTANI III USCOP YINOSPCED CCNTOU115IN K7UNTA'NOW HEu9UNS UP ALAS NA IS ALPMEU. J,WND OPEED TOO HAWM 1S W.PUER?O MCOIS 0AND THE WROM MANOSIS Ita. 4.CONTOPEED MNf 8E AS9UMEIITO EE CUN3TANf8ETWEEN'TN@ COASIIANE ANOTNf.LIAAnE6`T INyAND t -CONTOUR. Figure 1.Minimum Basic Wind Speeds.Reproduced from UBC,Vol.2,Structural Engineering Design Provisions, Chap.16,Div.III,Wind Design,Fig.16.1,"Minimum Basic Wind Speeds in Miles per Hour,"p.36.The map has been adopted by the 2001 California Building Code(Fig.16-1,vol 2.p.36). Page 4 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly WIMCO 2. Determine the exposure category Table 1.Design Wind Pressure (pso of your installation site by Wind Speed and Exposure Category The California Building Code* defines wind exposure catego- Design force applies to surface pressure and/or uplift(withdrawal). ries as follows: Basic Wind Speed(mph) EXPOSURE B has terrain with buildings,forests or sur- 70 80 90 100 110 120 130 face irregularities,covering at least 20 percent of the Category B ground level area extending 1 mile(1.61 km)or more 15'roof height 10 13 17 21 25 30 35 from the site. 20'roof height 11 14 18 22 27 32 38 EXPOSURE c has terrain that is flat and generally open, 25'roof height 12 15 19 24 29 35 41 extending 1/2 mile(0.81 km)or more from the site in 30'roof height 12 16 21 25 31 36 43 any quadrant or having scattered obstructions extending Category C one-half mile or more from the site in any full quadrant. 15'roof height 17 23 29 35 43 51 60 This category includes flat or gently rolling open country 20'roof height 19 24 31 38 46 54 64 and grasslands.Sites normally considered as Exposure 25'roof height 19 25 32 40 48 57 67 B,but which are subject to topographic amplification 30'roof height 20 26 33 41 50 59 69 or channelization,such as ridgetops or draws,shall be considered as Exposure C.t Category D 15'roof height 23 30 38 46 56 67 78 EXPOSURE D represents the most severe exposure in ar- 20'roof height 24 31 39 48 58 70 82 eas with basic wind speeds of 80 miles per hour(mph) 25'roof height 25 32 41 50 60 72 84 (129 km/h)or greater and has terrain that is flat and 30'roof height 25 33 42 51 62 74 87 unobstructed facing large bodies of water over 1 mile (1.61 km)or more in width relative to any quadrant of Source:These Design Wind Pressure(P)values are based on the formula P=C� the building site.Exposure D extends inland from the *C *q *1w(2001 California Building Code,vol.2,chap.16,Structural a. shoreline 1/4 mile(0.40 km)or 10 times the building Engineering Design Provisions,Div.III,Wind Design,p.38.10).Assump- tions:I = 1 and C = 1.3. height,whichever is greater. "' 3. Determine Design Wind Pressure 4a. Determine Minimum Design Dead required for your installation and Live Loads for standard rafter Design Wind Pressure is the amount of wind pressure that a spacing. . . structure is designed to withstand,expressed here in pounds Foot spacing refers to the space between L-feet(or standoffs,if per square foot(psf).To determine the Design Wind Pressure applicable)along the same SolarMount rail(see Fig.2,p.8). required for your installation,apply the following factors using If you are spacing feet to match a standard rafter spacing,con- Table 1: sult Table 2 to determine your Minimum Design Live and Dead • your Basic Wind Speed(determined instep 1), Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations,skip to Step 4b on p.8.) • your exposure category(determined in step 2),and Locate the make and model of the PV module that you plan to • the height of your roof above the ground. install and the rafter spacing at your installation site.Read the If your values fall significantly outside the range of the table, Minimum Design Dead Load and read or extrapolate the Mini- or if your Design Wind Pressure requirement exceeds 50 psf, mum Design Live Load for the Maximum Foot Spacing and the consult UniRac,a professional engineer,or your local building Design Wind Pressure you determined in step 3. authority. To meet code,you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. 2001 California Building Code,vol.2,chap.16,Structural Engineer- ing Design Provisions,Div.III,Wind Design,p.38.10. If they do not,try smaller footer spacing.(In this case,you may tEmphasis in the original,indicating material inserted by California elect to use the procedures outlined in Step 4b.)If the result into definitions adopted from the UBC. is still not acceptable,relocate the array to a stronger area of the roof or strengthen the inadequate framing elements.For assistance,consult a local professional engineer. Go to step 5 on page 8. Page 5 VN®RAC" Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Table 2.SolarMountTm Loads (lbs) per Footing at Standard Rafter Spacings To meet code,your Design Loads must be at or above those indicated.You,the installer,are solely responsible for verifying that the roof can withstand these design loads.For specifications based on Design Wind Pressure values greater than 50 pounts per square foot,contact UniRac. Minimum Design Live Load as a Minimum Design Live Load as a Minimum Function of Design Wind Pressure Minimum Function of Design Wind Pressure Design Design Dead Load 20 psf 30 psf 40 psf 50 psf Dead Load 20psf 30 psf 40 psf 50 psf Astro Power AP65,AP75 RWE Schott ASE 300 48"rafter(foot)spacing 33 157 236 315 393 48"rafter(foot)spacing 58 248 373 497 621 64"rafter(foot)spacing 43 210 315 420 524 64"rafter(foot)spacing 77 331 497 662 828 72"rafter(foot)spacing 49 236 354 472 590 72"rafter(foot)spacing 87 373 559 745 NA AstroPower APi 110,APi 120 RWE Schott SAPC 165(See Sharp NE-165U 1) 48"rafter(foot)spacing 33 194 291 387 484 Sanyo HIT 190 64"rafter(foot)spacing 44 258 387 516 646 48"rafter(foot)spacing 29 173 260 347 433 72"rafter(foot)spacing 50 291 436 581 726 64"rafter(foot)spacing 39 231 347 462 578 AstroPowerAM165 72"rafter(foot)spacing 44 260 390 520 650 48"rafter(foot)spacing 31 194 291 387 484 Sharp NE-80U 1 64"rafter(foot)spacing 41 258 387 516 646 48"rafter(foot)spacing 33 158 237 315 394 72"rafter(foot)spacing 46 291 436 581 726 64"rafter(foot)spacing 44 210 315 420 526 BP Solar 375,380,580,585 72"rafter(foot)spacing 49 237 355 473 591 48"rafter(foot)spacing 31 158 237 316 395 Sharp ND-123U1 64"rafter(foot)spacing 41 211 316 421 527 48"rafter(foot)spacing 38 197 295 393 492 72"rafter(foot)spacing 46 237 356 474 593 64"rafter(foot)spacing 50 262 393 525 656 BP Solar 3125 72"rafter(foot)spacing 56 295 443 590 738 48"rafter(foot)spacing 33 198 297 396 495 Sharp ND-NOECU(140W) 64"rafter(foot)spacing 44 264 396 528 660 48"rafter(foot)spacing 26 153 230 306 383 72"rafter(foot)spacing 50 297 446 594 743 64"rafter(foot)spacing 34 204 306 408 510 BP Solar 3160,4150,4160,4170 72"rafter(foot)spacing 39 230 344 459 574 48"rafter(foot)spacing 33 209 314 418 523 Sharp NE-165U I,NT 175U I,NT 185U 1 64"rafter(foot)spacing 44 279 418 557 697 48"rafter(foot)spacing 35 207 310 413 517 72"rafter(foot)spacing 50 314 470 627 784 64"rafter(foot)spacing 47 276 413 551 689 Evergreen EC 102,EC 110,EC 115 72"rafter(foot)spacing 53 310 465 620 775 48"rafter(foot)spacing 35 208 312 416 520 Sharp ND-167UI 64"rafter(foot)spacing 46 277 416 555 693 48"rafter(foot)spacing 28 174 262 349 436 72"rafter(foot)spacing 52 312 468 624 780 64"rafter(foot)spacing 37 232 349 465 581 First Solar FS50D 72"rafter(foot)spacing 41 262 392 523 654 48"rafter(foot)spacing 35 158 236 315 394 Shell SM 110 64"rafter(foot)spacing 47 210 315 420 525 48"rafter(foot)spacing 32 173 259 345 432 72"rafter(foot)spacing 52 236 354 473 591 64"rafter(foot)spacing 43 230 345 460 576 Kyocera KC80 72"rafter(foot)spacing 49 259 389 518 648 48"rafter(foot)spacing 29 128 192 256 320 Shell SQ70,SQ75,SQ80 64"rafter(foot)spacing 39 171 256 341 427 48"rafter(foot)spacing 31 157 236 315 393 72"rafter(foot)spacing 44 192 288 384 480 64"rafter(foot)spacing 41 210 315 420 524 Kyocera KC 120,KC 125G 72"rafter(foot)spacing 46 236 354 472 590 48"rafter(foot)spacing 34 187 281 374 468 Shell SQ 140,SQ 150,SQ 160 64"rafter(foot)spacing 45 249 374 499 623 48"rafter(foot)spacing 36 213 320 426 533 72"rafter(foot)spacing 51 281 421 561 701 64"rafter(foot)spacing 48 284 426 568 710 Kyocera KC 158G,KC 167G 72"rafter(foot)spacing 54 320 479 639 NA 48"rafter(foot)spacing 28 169 254 339 423 SunWize SW85,SW90,SW95 64"rafter(foot)spacing 37 226 339 452 564 48"rafter(foot)spacing 35 190 285 380 474 72"rafter(foot)spacing 42 254 381 508 635 64"rafter(foot)spacing 46 253 380 506 633 Photowatt PW750 72"rafter(foot)spacing 52 285 427 569 712 48"rafter(foot)spacing 30 162 244 325 406 SunWize SW 115,SW 120 64"rafter(foot)spacing 40 216 325 433 541 48"rafter(foot)spacing 34 190 285 380 474 72"rafter(foot)spacing 45 244 365 487 609 64"rafter(foot)spacing 45 253 380 506 633 Photowatt PW 1250 72"rafter(foot)spacing 51 285 427 569 712 48"rafter(foot)spacing 30 163 245 327 409 UniSolar 64 64"rafter(foot)spacing 39 218 327 436 545 48"rafter(foot)spacing 25 179 269 359 448 72"rafter(foot)spacing 44 245 368 490 613 64"rafter(foot)spacing 33 239 359 478 598 Photowatt PW 1650 72"rafter(foot)spacing 37 269 403 538 672 48"rafter(foot)spacing 31 162 244 325 406 64"rafter(foot)spacing 41 216 325 433 541 72"rafter(foot)spacing 46 244 365 487 609 P.S. 6 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly VNMRACO Table 3.SolarMountT11 Loads per Footing at Maximum Foot Spacing To meet code,your Design Loads must be at or above the Design Wind Pressure indicated.You,the installer,are solely responsible for verifying that the roof can withstand these design loads.For specifications based on Design Wind Pressure values greater than 50 pounds per square foot,contact UniRac, Design Wind Pressure Design Wind Pressure 20 psf 30 psf 40 psf 50 psf 20 psf 30 psf 40 psf 50 Of AstroPowerAP65,AP75 RWE Schott ASE 300 Maximum Foot Spacing(inches) 131 107 93 83 Maximum Foot Spacing(inches) 104 85 74 66 Minimum Foot Design Live Load(Ibs) 429 526 610 680 Minimum Foot Design Live Load(Ibs) 538 660 766 854 Minimum Foot Design Dead Load(Ibs) 89 73 63 56 Minimum Foot Design Dead Load(Ibs) 126 103 89 80 AstroPower APi I 10,APi120 RWE Schott SAPC165(See Sharp NE-165U1) Maximum Foot Spacing(inches) 118 96 83 75 Minimum Foot Design Live Load(Ibs) 476 581 670 757 Sanyo HIT 190 Minimum Foot Design Dead Load(Ibs) 82 67 58 52 Maximum Foot Spacing(inches) 125 102 88 79 Minimum Foot Design Live Load(Ibs) 451 553 636 713 AstroPowerAPil65 Minimum Foot Design Dead Load(Ibs) 76 62 54 48 Maximum Foot Spacing(inches) 118 96 83 75 Minimum Foot Design Live Load(Ibs) 476 581 670 757 Sharp NE-80U Minimum Foot Design Dead Load(Ibs) 75 61 53 48 Maximum Foot Spacing(inches) 131 107 92 83 Minimum Foot Design Live Load(Ibs) 430 527 604 682 BP Solar 375,380,580,585 Minimum Foot Design Dead Load(Ibs) 90 73 63 57 Maximum Foot Spacing(inches) 131 107 92 83 Minimum Foot Design Live Load(Ibs) 431 528 606 683 Sharp ND-123U1 Minimum Foot Design Dead Load(Ibs) 84 68 59 53 Maximum Foot Spacing(inches) 117 96 83 74 Minimum Foot Design Live Load(Ibs) 480 590 680 758 BP Solar 3125 Minimum Foot Design Dead Load(Ibs) 92 75 65 58 Maximum Foot Spacing(inches) 117 95 82 74 Minimum Foot Design Live Load(Ibs) 483 588 677 763 Sharp ND-NOECU(140W) Minimum Foot Design Dead Load(Ibs) 81 65 56 51 Maximum Foot Spacing(inches) 133 108 94 84 Minimum Foot Design Live Load(Ibs) 424 516 599 669 BP Solar 3160,4150,4160,4170 Minimum Foot Design Dead Load(Ibs) 72 58 51 45 Maximum Foot Spacing(inches) 114 93 80 72 Minimum Foot Design Live Load(Ibs) 496 607 697 784 Sharp NE-165U I,NT 175U I,NT 185U 1 Minimum Foot Design Dead Load(Ibs) 79 64 55 50 Maximum Foot Spacing(inches) 114 93 81 72 Minimum Foot Design Live Load(Ibs) 491 601 698 775 Evergreen EC 102,EC 110,EC 1 15 Minimum Foot Design Dead Load(Ibs) 83 68 59 53 Maximum Foot Spacing(inches) 114 93 80 72 Minimum Foot Design Live Load(Ibs) 494 605 693 780 Sharp ND-167U1 Minimum Foot Design Dead Load(Ibs) 82 67 58 52 Maximum Foot Spacing(inches) 124 102 88 79 Minimum Foot Design Live Load(Ibs) 450 556 639 717 First Solar FS50D Minimum Foot Design Dead Load(Ibs) 71 58 50 45 Maximum Foot Spacing(inches) 131 107 92 83 Minimum Foot Design Live Load(Ibs) 430 527 604 681 Shell SM 110 Minimum Foot Design Dead Load(Ibs) 95 78 67 60 Maximum Foot Spacing(inches) 125 102 88 79 Minimum Foot Design Live Load(Ibs) 450 550 633 710 Kyocera KC80 Minimum Foot Design Dead Load(Ibs) 84 69 59 53 Maximum Foot Spacing(inches) 145 118 103 92 Minimum Foot Design Live Load(Ibs) 387 472 549 613 Shell SQ70,SQ75,SQ80 Minimum Foot Design Dead Load(Ibs) 88 72 63 56 Maximum Foot Spacing(inches) 131 107 93 83 Minimum Foot Design Live Load(Ibs) 429 526 610 680 Kyocera KC 120,KC125G Minimum Foot Design Dead Load(Ibs) 84 69 60 53 Maximum Foot Spacing(inches) 120 98 85 76 Minimum Foot Design Live Load(Ibs) 468 573 662 740 Shell SQ 140,SQ 150,SQ 160 Minimum Foot Design Dead Load(Ibs) 85 69 60 54 Maximum Foot Spacing(inches) 112 92 80 71 Minimum Foot Design Live Load(Ibs) 497 612 710 788 Kyocera KC 158G,KC 167G Minimum Foot Design Dead Load(Ibs) 84 69 60 53 Maximum Foot Spacing(inches) 126 103 89 80 Minimum Foot Design Live Load(Ibs) 445 545 628 706 SunWize SW85,SW90,SW95 Minimum Foot Design Dead Load(Ibs) 73 60 52 46 Maximum Foot Spacing(inches) 119 97 84 75 Minimum Foot Design Live Load(Ibs) 470 575 664 741 Photowatt PW750 Minimum Foot Design Dead Load(Ibs) 86 70 61 54 Maximum Foot Spacing(inches) 129 105 91 81 Minimum Foot Design Live Load(Ibs) 436 533 616 685 SunWize SW 115,SW 120 Minimum Foot Design Dead Load(Ibs) 80 65 57 50 Maximum Foot Spacing(inches) 119 97 84 75 Minimum Foot Design Live Load(Ibs) 470 575 664 741 Photowatt PW 1250 Minimum Foot Design Dead Load(Ibs) 84 69 59 53 Maximum Foot Spacing(inches) 128 105 91 81 Minimum Foot Design Live Load(Ibs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load(Ibs) 79 65 56 50 Maximum Foot Spacing(inches) 123 100 87 78 Minimum Foot Design Live Load(Ibs) 459 560 650 728 Photowatt PW 1650 Minimum Foot Design Dead Load(Ibs) 64 52 45 40 Maximum Foot Spacing(inches) 129 105 91 81 Minimum Foot Design Live Load(Ibs) 436 533 616 685 Minimum Foot Design Dead Load(Ibs) 83 68 59 52 Page 7 YN®RACO Installation Manual 214 SolarMount Code-Compliant Planning and Assembly 4b. . . . Or verify Maximum Foot If they do not,try smaller footer spacing.If the result is still not acceptable,relocate the array to a stronger area of the roof or Spacing and Determine Minimum strengthen the inadequate framing elements.For assistance, Design Dead and Live Loads consult a local professional engineer. To minimize roof penetrations,consult Table 3(p.7)to deter- S. Verify acceptable Rail End Overhang mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Rail End Overhang(Fig.2)must equal 50 percent or less of Find the make and model of the PV module you plan to install, foot spacing.Thus,if foot spacing is 72 inches,the Rail End then read or extrapolate Foot Design Live Loads and Dead Overhang can be up to 36 inches.In this case,two feet can Loads at the maximum spacing. support a rail of as much as 144 inches(72 inches between the feet and 36 inches of overhang at each end). To meet code,you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at 6. Ensure that Live Loads do not your installation site has the capacity to withstand the sum exceed Pull-Out Capacities of the Design Dead Load and Design Live Load for the speci- fied spacing. Based on the characteristics of your roof rafter or truss lumber and the lag screws,consult Table 4 to determine the lag pull- out capacity per 1-inch thread depth.Compare that value to the minimum design live load per footing determined in Step 4a or 4b.Based on these values,determine the length of the lag-screw thread depth you require to resist the design live load.To ensure code compliance,the lag ',• € F - b greater pull-out capacity per footing must a re than the footing design live load. If your SolarMount requires standoffs,always SolarMount; use at least two lag screws to secure the faot.spacing, Overhang standoff to the rafter. a Figure 2.SolarMount foot spacing refers to the distance between feet on the same rail.Over- hang,the distance from end of the rail to the first foot,maybe no more than half the foot spacing. Table 4.Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Lag screw specifications Specific s/6"shaft,* 5/6" shaft* '/a-shaft,* gravity 2'/z"thread depth per I"thread depth per 1"thread depth I Douglas Fir,Larch 0.50 665 266 304 Douglas Fir,South 0.46 588 235 269 1 Engelmann Spruce,Lodgepole Pine (MSR 1650 f &higher) 0.46 588 235 269 Hem,Fir 0.43 530 212 243 Hem,Fir(North) 0.46 588 235 269 Thread Southern Pine 0.55 768 307 352 depth Spruce,Pine,Fir 0.42 513 205 235 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources:Uniform Building Code;American Wood Council. Notes:(I)Thread must be embedded in a rafter or other structural roof member. (2)Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council. (3)See UBC for required edge distances. *Use flat washers with lag screws. P.8, 8 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNNRAC, Part III. Installing SolarMount with top mounting clamps This section covers SolarMountMD, y assembly where the installer '^ has elected to use top mount- ing clamps to secure modules to the rails.It details the *� Y procedure for flush mounting r SolarMount to a pitched roof. MEN Contents Laying out the installation area.......... 10 r a Laying out L-feet ......... 11 Installing L-feet .......... 11 � ' Laying out standoffs ...... 12 Installing standoffs ....... 12 �l h Installing SolarMount rails .................... 13 Installing the modules..... 14 x ^� t j`+�{ Clat7l�t r a � r SolarMount rail \`t , End: L foDf11 clamp Figure 3.Exploded view of a ' low-profile installation mounted flush to the roof with L feet. l Table 5.Part quantities Table 6.Wrenches and torque SMR Series SolarMount Rail Sets(model no.=rail length in inches) Wrench Recommended '/e"footing '/8"flange size torque(ft-lbs) Rails L-feet bolts nuts A-hardware '/1C 15 SMR48 thru 106 2 4 4 4 '/a" hardware I/,C 30 SMR120 thru 180 2 6 6 6 SMR192 thru 216 2 8 8 8 CT Series Clamp Sets(model no.=modules accommodated) End Mid A"module A"x 5/B- A"flange Stainless steel hardware can seize up, clamps clamps clamp bolts safety bolts nuts a process called galling.To significantly CT2 4 2 6 2 8 A reduce its likelihood,(1)apply lubri- CT3 4 4 8 2 10 cant to bolts,preferably an anti-seize lubricant, CT4 4 6 10 2 12 available at auto parts stores,(2)shade hardware CT5 4 8 12 2 14 prior to installation,and (3)avoid spinning on nuts at high speed.See Installation Supplement CT6 4 10 14 2 16 910,Galling and Its Prevention,at www.unirac.com. CT7 4 12 16 2 18 CT8 4 14 18 2 20 Page 9 UNNRAC® Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Laying out the installation area The width of the installation area is equal to the length of one The installation can be laid out with rails parallel to the rafters module. (high-profile mode)or perpendicular to the rafters(low-pro- The length of the installation area is equal to: file mode).Note that SolarMount rails make excellent straight • the total width of the modules, edges for doing layouts. • plus 1 inch for each space between modules(for mid- Center the installation area over the rafters as much as pos- clamp), sible. • plus 3 inches(11/2 inches for each set of end clamps). Leave enough room to safely move around the array during installation. Low-profile High-profile mode mode Figure 4.Rails may be placed parallel or perpendicular to rafters. Page 10 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNMI ACO Laying out L feet L-feet(Fig.5)are used for installation through existing roofing material,such as asphalt shingles or sheet metal. i} Use Figure 6 or Figure 7 below to locate and mark the L-feet lag bolt holes within the installation area. To meet code,you must use the foot spacing deter- mined in procedural steps 4a or 4b(pp.5,8). Figure 5 When determining the distance be- -� 1.- Overhang tween the rails in high-profile mode, �� I Foot spacing —•1 typical each end keep in mind that the center of each rail will be offset from the L-foot lag bolt holes by 13/4 inches. m --- m 4-1111, a If multiple high-profile rows are to be ' P ' % installed adjacent to one another,it � 1�._._. �, I� , 5�0 t YP ical will not be possible for each row to be a centered above the rafters. Adjust as needed,following the guidelines in Lower roof edge Figure 7 as closely as possible. ' Rafters Figure 6.Low-profile layout 25%maximum , 50%minimum typical typical each end 1 3/4' 7! a Foot € - "3 _ ._= spacing III II Lower roof edge i �3iii 11 Overhang ii-- Rafters Figure 7.High-profile layout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L-foot lag bolt hole location. Consult procedural step 6 and Table 4(p.8)to select the lag bolts that you must use to meet building code wind load requirements.Lag bolts are not provided with SolarMount rail sets. Squirt sealant into the hole,and on the shafts of the lag bolts.Seal the underside of the L-feet with a suitable weatherproof sealant. Securely fasten the L-feet to the roof with the lag bolts. Ensure that the L-feet face as shown in Figure 6 or Figure 7.The single-slotted square side of the L-foot must always lie against the roof with the double-slotted side perpendicular to the roof. Poge 11 VNBRAC° Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Laying out standoffs Standoffs(Fig.8)are used for flashed installations,such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code,you must use the foot spacing determined in procedural steps 4a or 4b(pp.5,8). Remove the tile or shake underneath each standoff location,exposing the roofing underlayment.Ensure that the standoff base lies flat on the underlayment,but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters(Fig.9 or Fig.10). Overhang -+► ice' 25%typical Foot spacing —► __ I__ each end i T F 4' �50%minimum e r� •i / ��� ( typical Lower roof edge Figure 8.Raised flange standoff(left)and flat —Rafters —� top standoff used in con- junction with an L foot. Figure 9. Low-profile layout 25%typical 50%minimum When determining the distance be- each end ..1 typical tween the rails in high-profile mode, l keep in mind that the center of each rail - will be offset from the standoff lag bolt 7/�6" holes by'/e of an inch. If multiple high-profile rows are to i be installed adjacent to each other, ' Foot -3-i� �/ it will not be possible for each row to ( e �'7114. be centered above the rafters. Adjust spacing as needed following the guidelines in Figure 10 as closely as possible. ;;% t -- Zr 4" Overhang Lower roof edge , Rafters Figure 10.High-profile layout Installing standoffs Ensure that the standoffs face as shown in Figure 9 or Drill 3/1e-inch pilot holes through the underlayment Figure 10. into the center of the rafters at each standoff location. SolarMount steel standoffs(15i8"'O.D.)are designed Securely fasten each standoff to the rafters with the two for collared flashings available from UniRac.Aluminum s/id"x V/a"lag bolts provided with it. two-piece standoffs(11/8"O.D.)take all-metal flash- Note:You must verify that the lag bolts you use are ings,also available from UniRac. adequate for your installation by following proce- Install and seal flashings and standoffs using standard dural steps 4A or 4B(pp.5,8). building practices. Pagfe 1 '/� Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UN®RACO Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. / Installing Splices.If your installation uses SolarMount splice bars,attach the rails together (Fig.11)before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low-profile tilt legs. If using more than one splice per rail,contact UniRac concerning thermal expansion issues. Figure 11.Splice bars slide into the footing bolt slots of SolarMount rail sections. Mounting Rails on Footings.Rails may be attached to either of two mounting Clamping � / g holes in the bolt slot footings(Fig.12).Mount in the lower hole for a —�� low profile,more aesthetically pleasing instal- lation. Mount in the upper hole for a higher L .. profile,which will maximize airflow under the Mounting modules.This will cool them more and may Footing / slots enhance performance in hotter climates. bolt slot —� Slide the 3/a-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6,7,9,or 10,whichever is Figure 12.Foot-to-rail splice attachment appropriate. Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area(Fig.13 or Fig. 14). ! The opposite pair of rail a I ends will overhang the side of the installation area.Do not trim them 1' off until the installation is complete. In low-profile mode(Fig. 13),either end of the ��— Edge of installation area Edge of installation area rails can be aligned,but the first module must be Figure 13.Low-profile mode Figure 14.High-profile mode installed at the aligned end. For the safest high-profile installation(Fig.14),the aligned end of the rails must face the lower edge of the roof.Securely tighten the flange nuts on the mounting bolts after alignment is complete(28-32 ft lbs). Mount modules to the rails as soon as possible.Temperature changes may bow the rails within a few hours if module placement is delayed. P."g, 13 UNARM" Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Installing the modules Prewiring Modules.If modules are the Plug and Play type,no prewiring is y2"minimum required,and you can proceed directly to"Installing the First Module"below. "• If modules have standard J-boxes,each module should be prewired with one , / module b end of the intermodule cable for ease of installation.For safety reasons,module aid flange put prewiring should not be performed on the roof. _ Leave covers off J-boxes.They will be installed when the modules are installed on the rails. Rail Installing the First Module.In high-profile installations,the safety bolt and End...... flange nut must be fastened to the module bolt slot at the aligned(lower)end of each rail.It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. Figure 15 If there is a return cable to the inverter,connect it to the first module.Close the J-box cover.Secure the first module with T-bolts and end clamps at the aligned end of each rail.Allow half an inch between the rail ends and the end clamps (Fig.15).Finger tighten flange nuts,center and align the module as needed,and securely tighten the flange nuts(15 ft lbs). ✓� Installing the Other Modules.Lay the second module face down(glass toy, glass)on the first module.Connect intermodule cable to the second module and �' r close the J-box cover.Turn the second module face up(Fig.16).With T-bolts, mid clamps,and flange nuts,secure the adjacent sides of the first and second ,l modules.Align the second module and securely tighten the flange nuts(Fig.17). J-boxes For a neat installation,fasten cable clamps to rails with self-tapping screws. Figure 16 Repeat the procedure until all modules are installed.Attach the outside edge of the last module to the rail with end clamps. 7Ww tv}odule frames Trim off any excess rail,being careful not to cut into the roof.Allow half an inch between the end clamp and the end of the rail(Fig.15). Check that all flange nuts on T-bolts are securely fastened. '/ module tjolt and flange nUT .;Rail d clamp Figure 17 High-lipped module Spacer Low-lipped module (cross section) (cross section) t : F $ Y - ` �f SolaeMoun1 rail SolarMount_rail : Figure 18.Mid clamps and end clamps for lipped-frame modules are identical.A spacer for the end clamp is necessary only if lips are located high on the module frame. Page 14 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNMRAC" Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount 'O assembly where the installer has � . elected to use bottom mounting clips to secure modules to the rails.It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents h �, PU rnodul�s face dc�✓n Planning the installation area.... 16 y Laying out and installing L-feet .. 17 Attaching modules to the rails... 18 j Installing module-rail assembly. 19 Solarmiount rail � , d f Footing bolt.slot 5, boltorn mounfinfg clips Figure 19.SMR and CB components Table 7.Part quantities Table 8.Wrenches and torque SMR Series SolarMount Rail Sets(model no.=rail length in inches) Wrench Recommended '/8-footing 'Is-flange size torque(ft-lbs) Rails L-feet bolts nuts X- hardware '/16 Is SMR48 thru 106 2 4 4 4 '/s-hardware '/b" 30 SMR 120thru 180 2 6 6 6 SM R 192 thru 216 2 8 8 8 CB Series Clip Sets(model no.= modules accommodated) '/a"module %" flange Clips bolts nuts Stainless steel hardware can seize up, A a process called galling.To significantly CB2 8 8 8 reduce its likelihood,(1)apply lubri- CB3 12 12 12 cant to bolts,preferably an anti-seize lubricant, CB4 16 16 16 available at auto parts stores,(2)shade hardware CBS 20 20 20 prior to installation,and(3)avoid spinning on CB6 24 24 24 nuts at high speed.See Installation Supplement CB7 28 28 28 910,Galling and Its Prevention,at www.unirac.com. CB8 32 32 32 Page 15 UNNI W Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Planning the installation area Distance between Decide on an arrangement for clips,rails,and L-feet .lag bolt centers (Fig.20). 2�, Distance between-- j, Use Arrangement A if the full width of the rails 1 module mounting holes i, contact the module.Otherwise use Arrangement B. Caution:If you choose Arrangement B,either i' PV modefe — j (1)use the upper mounting holes of the L feet or (2)be certain that the L feet and clip positions don't conflict. Module bolt: Clrp— If rails must be parallel to the rafters,it is unlikely Rail—y- that they can be spaced to match rafters.In that case, add structural supports—either sleepers over the L-toot roof or mounting blocks beneath it.These additional N-0--1-ag bolt n members must meet code;if in doubt,consult a pro- fessional engineer. Distance:.between Never secure the footings to the roof decking alone. lag bolt centers — t J4 . 4,, Such an arrangement will not meet code and leaves _Distance between the installation and the roof itself vulnerable to severe module mounting holes damage from wind.Secure the footings in accordance with"Installing L-feet"(p.11). Leave enough room to safely move around the array during installation.The width of a rail-module as- sembly equals the length of one module.Note that L-feet may extend beyond the width of the assembly by as much as 2 inches on each side.The length of the assembly equals the total width of the modules. Figure 20.Clip Arrangements A and B Page 16 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly VN11MV Rafters Laying out and g Install later Install later installing L feet T. L-feet are used for installation I t ! I t through existing low profile roofing material,such as asphalt shingles or sheet metal.They are also used for most ground mount installations.To ensure that the L-feet will be easily I t t t tI ! i Ir accessible during flush installation: Rails i I tl ii Ii. • Use the PV module mounting f holes nearest the ends of the modules. • Situate the rails so that foot- I I t I I 11 1 I l t ing bolt slots face outward. tl it it Use Figure 20 to determine spacing between feet on opposite rails. _-.,.._rv: .�. _�„,.:.a....n Lower Foot spacing(along the same rail) roof and rail overhang depend on design Install now edge wind loads. To meet code,you must use the foot Figure 21.Rails laid out perpendicular to the rafters. spacing determined in procedural steps 4a or 4b(pp.5,8). Install half the L-feet: • If rails are perpendicular to Rafters Ix "S7 rafters(Fig.21),install the feet closest to the lower edge I i of the roof. Mounting f block • If rails are parallel to rafters (Fig 22),install the feet for one of the rails,but not both. , For the L-feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag €� bolt hole location.Consult Table 4(p. 8)to select la bolts to meet designIns}all install g L-feet wind loads. 1-feet now i r� dater Squirt sealant into the hole and onto the shafts of the lag bolts.Seal the underside of the L-feet with a weath- erproof sealant.Securely fasten the L-feet to the roof with the lag bolts. 1 i;_____ Ensure that the L-feet face as shown in Figure 21 or Figure 22. i Mounting a, Hold the rest of the L-feet and fasten- Rails block ers aside until the panels are cam- plete and ready for installation. Figure 22.Rails laid out parallel to the rafters. Page 17 VNNNWW Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass.Align the edges of the modules and snug them together(Fig.19,p.15). Trim the rails to the total width of the modules to be mounted.Place a rail adjacent to the outer mounting holes.Orient the footing bolt slot outward.Place a clip slot adjacent to the mounting holes,following the arrangement you selected earlier(Fig.20a or 20b,p.16). Assemble the clips,mounting bolts,and flange nuts.Torque the flange nuts to 15 foot- pounds. Wire the modules as needed.For safety reasons,module wiring should not be performed on a roof.For a neat installation,fasten cable clamps to rails with self-tapping screws. Page 18 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNORACO Installing the module-rail assembly ' Mount in the lower hole for a low,more aesthetically pleasing installation. Bring the module-rail assembly to the installation site.Keep rail slots free of debris that might cause bolts to bind in the Dr mount in the upper hole to maximize a cooling slots. airflow under the modules.This may enhance perfor- mance in hotter climates. Consider the weight of a fully assembled panel.UniRac recom- mends safety lines whenever lifting one to a roof. Adjust the position of the panel as needed to fit the instal- lation area.Slide the remaining L-feet bolts onto the other Align the panel with the previously installed L-feet.Slide'/e rail,attach L-feet,and finger tighten with flange nuts.Align inch L-foot mounting bolts onto the rail and align them with L-feet with mounting holes previously drilled into roof.Install the L-feet mounting holes.Attach the panel to the L-feet and lag bolts into remaining L-feet as described in"Laying out and finger tighten the flange nuts. installing L-feet"above. Rails may be attached to either of two mounting holes in the Torque all footing flange nuts to 30 foot-pounds.Verify that all footings(Fig.23). lag bolts are securely fastened. Clip slots Mounting slots Flange Footing ,nut bolt slot Figure 23.Leg-to-rail attachment r.8, 19 UMMM" Installation Manual 214 SolarMount Code-Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac,Inc.,warrants to the original purchaser the practices specified byAAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then UniRac shall repair or replace the Product shall be free from defects in material followed by Purchaser.This Warranty does not the defective Product,or any part thereof, and workmanship for a period often(10)years, cover damage to the Product that occurs during in UniRac's sole discretion.Such repair or except for the anodized finish,which finish its shipment,storage,or installation. replacement shall completely satisfy and shall be free from visible peeling,or cracking or This Warranty shall be VOID if installation of discharge all of UniRac's liability with respect to chalking under normal atmospheric conditions the Product is not performed in accordance this limited Warranty.Under no circumstances for a period of five(5)years,from the earlier shall UniRac be liable for special,indirect or with UniRac's written installation instructions, of 1)the date the installation of the Product is or if the Product has been modified,repaired, consequential damages arising out of or related completed,or 2)30 days after the purchase of or reworked in a manner not previously to use by Purchaser of the Product. the Product by the original Purchaser("Finish authorized by UniRac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.UniRac shall not be liable warranties of their own.UniRac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. r 4THE STANDARD IN PV MOUNTING t UniRac,Inc. 1411 Broadway NE 505.242.6411 20 www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax GENERAL NOTES Roof section A B mean roof height 28 ft 12 ft r pitch 0 in/12 0 in/12 �.. 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11.THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS, roof rafter 2x1 0 2x1 0 1�7n / !� r q T t-� SITE PRIOR TO STARTING TO WORK AND SHALL FAN41LIARIZE 12.THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL rafters spacing 16 in OC 16 in OC Ct' �+��.D M I Y 0 1 C U HIMSELF WITH THE INTENT OF THESE:PLANS AND MAKE WORK REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT p g AGREE WITH SAME. FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE Reflected roof rafter span 15.3 ft 20.6 ft T 2, CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO PERMITS,CERTIFICATES OF OCCUPANCY.INSPECTION THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH Table R802.5.1(1) max allowable 20.6 ft 20.6 ft Y APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER. JURISDICTION THEREOF,IF REQUIRED. 13.CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTNG WORK ADJACENT TO His WORK. �!� 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OR DAMACED AS RESULTCFHISI1ORK. r GG_ /w BY ALL RULES AND REGULATIONS CF THE RESPONSIBLE LURISTICTION. 14,.HE SUBCONTRACTORS SHALL PRO•r10E ALL EQUIPMENT,TOOLS,FENCES,TRANSPORTATIONS, 4, ALL METHODS OF CONSTRUCTION RE TO BE lJ.�t'Y 6L'iL SAFEGUARDS.ETC.,AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. DING DEPARTMENT AT SUPERVISED BY THE SEOFCCONTRACTOR. 1S.CONTRACTORTOEFF£CTAt4DItAINTAININSURANCE,I.E.CONTRAC':CR'SUABILITY,.VORK.aIAtiS "= �.`�OL r1P'JI TO 4 Pi 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS M FOR THE WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, C&,IPENSATION,COMPLETED OPERATION.Ea,.ADEQUATE FOR THE PURPOSES OF THIS PROJECTAND _ THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. FURNISH PROOF OFSAIJE PRIOR TOCOLMENCNGWxITHWORK. -OLLOWING INSPECTIONS: SHOULD HE PAIL TO FOLLOW THIS PROCEDURE AND CONTINUE 16.EACHSU8CONIMACTORSHALLBERESPONSIBLEFORMAINTAININGSAFE. I- HE JOB SITE DURING WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND THE CONSTRUCTION PRASE TO COVPLYWITH THE REGULATIONS AND REQUIREMENTS OFTHE 1. FOUNDATION - TWO REQUIRED LIABILITY THEREFROM. OCCUPA TIONAL SAFETY AND HEALTH ADMINIST RkTICN.TI AS SPALL INCLUDE,BUT ARE NOT I WITED TO: FOR POURED CONCRETE 6. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PROVIDING FOR ADEQUATE AND PROPER BRACING.SAIrETYRAIUNGS AND SECURE FOOTINGS FOR ALL FABRICATED AND INSTALLED AS PER LATEST A.I.S.C. TEMPORARY SCAFFOLDING,STAIRS.ETC.,AS WELL AS PERMANENT CONSTRUCTION. Li U 2. ROUGH-FRAMING,PLUMBING, SPECIFICATIONS. 17.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE DRAWINGS.WHERE DIMENSIONS ARE STRAPF!NG ELECTRICAL&CAULKING 7. ALL DRYWALL SHALL BE U.S.G.NATIONAL GYPSUAI CO.W ESTABLISHED BY EXISTING CONDITIONS,EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS .�� INSULATION TRAP THICK UNLESS OTHERWISE NOTED. -� PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. 8, ALL ELECTRICALWORK SHALL BE BOARDOF FIRE UNDERWRITERS 18,CONTRACTOR SHALL COORDINATE ALL PHASES OR WORK WITH THE REQUIRED PARTIES.ALL 4 FINAL- CONSTRUCTION &ELECTRICAL APPROVED AND IN ACCORDANCE WITH N.E.C.&NYS PHASES OF ADJACENT FACILITIES OPERATIONS SHALL BE MAINTAINED DURING CONSTRUCTION. MUST n CODES& REGULATIONS. MUST of COMPLE Ir E FOR C.O. CONTRACTOR SHALL KEEP SITE FREE OF CONSTRUCTION DEBRIS AND KEEP SITE FULLY ACCESSIBLE 9.ANY DEVIATION FROM THESE PLANSWITHOUTHE ENGINEER'S E WRITTEN TO THE PUBLIC DURING HOURS OF OPERATION. ' CONSENT OF THE ENGINEER WILL NEGATE THE E ALL CONS?RUCTION SHALL MEET THE CERTIFICATION OF THESE PLANS. 15.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK,FROM THE SITE AND DISPOSE OF REOUIRErfO66P ao a C"i l�l`FCl n 10.THE GENERAL CONTRACTOR StIALL BE RESPONSIBLE FOR CUTTING. IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO 20.AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS ��/ YORK ST. FOR MAKE ITS PARTS FIT TOGETHER PROPERLY. MATERIALS.THE FACILITY ISTO BE LEFT BROOM CLEM AND WORK IS TO BE COMPLETEDTO EXIST.RR �1� RUBBERIZED DESIGN OR(QNSTRiIr.TlntiG 8 N.T.S THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT, RR�ORSI ROVING MEMBRANE •1r,rr I `e. PURSUANT T? CHAPTER 230 CONDUIT OF THE TOWN CODE. ro FROM ARRAY INVERTER METER t ocul �1 �� s OR a .. SERVICE C� I> ?3 r P ' I PANEL rP I ;', e s`'� -+ ' AC AC DC DCf'ti 1 i RT I I�A } 9 Ivtsc Ctcrra p" t TYPICAL RISER DIAGRAM LEV ;ate x '• N.T.S. h Y r IN '"u� � a Err C3 17,p ems- ;';M RED RISER DIAGRAM SHOWN FOR REFERENCE Revision 5 S--fafmount ROB I To my best belief and information the work in this document is accurate, conforms with the Revisions SO90I7vlOv Ro a governing codes applicable at the time of submission, conforms with reasonable standards Revision 3 TYPICAL CONNECTION DETAIL 1 ALL ROOF PENETRATIONS ARE TO BE SEALED of practice, with the view to the safeguarding of life, health, property and public welfare, Revision 2 PV PANEL WITH SIKAFLEX OR EQUIVALENT SEALANT and is the responsibility of the licensee. Revision 1 as per ASCE7, Method 1: A(fig 6-2) 1.38 I (table 6-1) 1 Professional Seat; PACIFICO ENGINEERING PC P net =A Kzt /P ner3o (eq 6-2) Kt(sec 6.5.7) 1 Pnet30(fig 6-3) 1 -28.1 �OF N E Ul/ 1'® 700 Lakeland Ave, Suite 26, Sohewua, NY 11716 /` PACIF, p 'A CLIMACTIC AND Ground Wind Speed, Live load, point pullout load,lb spacing Maximirn a� ,C T Oel: 631-988-0000 Fax: 631-382-8236 Email: engitneer@ acificocingineering.eom fastener �� Q�' �� * Solar°'j""°� GEOGRAPHIC DESIGN Category Snow Load, 3 sec gust, pnet30 per Fastener type Q f CRITERIA Pg mph ASCE 7,psf s alono Adamsrails,in w Roof Section A C 20 120 39 423 5/16" dia screw, 3-1/2" length 48 r f/( -1 d 1060 Nortk View Drive, Orievtt, NY Gr jwt Dmr*dom B 39 254 5/16"dia screw, 3-1/2" length 48 \\2S 2 !vim PROPOSED SOLAR ENERGY INSTALLATION 001.00 066116 P� P—i 9 GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS Ralph Paci lcD,, o et. gineer Pau: Sim NY 066182/NJ 24GE04744306 04/24/12- JAS NOTED I. of 2- I 0/7. 20 TRIN 230 PANELS FLUSH MOUNTED TO FLAT ROOF DIS'CONi',IECT LOCATED AT �-�Q TRIP�A 230 PANELS ////// USING S❑LARM❑U 1 T RACKING NORTH END OF WESTERN f FLUSH MOUNTED TO FLAT ROOF EXTERIOR WALL �� USING S-OLARMOUNT RACKING r TRINA TRINA TRINA TRINA TRINA TRIM TRINA TRINA TRINA TRINA TRIM 2.30 230 20 230 230 230 TRI CIA / i 230 230 230 230 230 230 TRII\IA TRII\IA i ' TRINA TRINA TRINA TRINA TRINA j 20 T I�i' _a" 23 230230 230 230 233� I TRINA ,° °TR I �1A I 230 230 r! TRINA TRINA TRIi� T1�1( !�, TRI(\.lA 2.3C �,� 2 3 21) 23 230 _.. 230 0 I TRINA TRINACNI TRINA TRINA TRIN 3�} 2 � ti, —�'� 230 230 2. 2 � 230 TINT TRIj A T RIIIJ T-�!(�l�, TRINA 230 230j 230 230 230 � � TRINA TR IN TRINA TRINA �' . ✓FI I r� 230 230 230 230 230 / 1 3 -SI�LECTRI� :�C(�C� 1i'�1�EP,TER �' I DISC❑NNEC i L❑GATED AT LOCATED IN BASEMENT ON _ /. ,� LE I TH � � WEST END' OF SOUTHERN SOUTHERN WALL � EXTERIOR WALL — ~� M /Al � ] H U S T U D 1 � I;_OCATEDION SOUTHERRTER EXTERIOR MALL *1 LAYER OF ROOF *PANELS FLUSH MOUNTED NO HIGHER THAN 6" FROM ROOF SURFACE ROOF LAYOUT Professional PACIFICO ENGINEERING PC PV Panel c NEW yQ 700 Lakelavtd Ave, Suite 26, r3okevtnia, NY 11716 A B `�,Q� r3ACIF;C �.�- Tel: 631-988-0000 Fax: 631-382-8236 Email: engivteer@ aciPicoengmeeritng.com t vQ O- 4. Solar Pr jtt for. Sheet cc PANEL: Trina 230 Trina 230 w� Adams QTY: 20 20 l' . _Z 1-060 North View Drive, Orient, NY 0 _ 0 P�je�oe�e� o� S —002.00 l e L-1 LENGTH: 64.96 in 64.96 in c� "` < PROPOSED SOLAR ENERGY INSTALLATION I have reviewed the roofing structure at the subject address.The structure can support the additional weight 2s 060 v Pr—i g oe:e.�Pt— of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation WIDTH: 39.05 in 39.05 in BOAA C�� GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS instructions.I have determined that the installation will meet the requirements of the 2010 NYS Building Ralph c71dR,QPfF-g3l�r�a gineer one: srcle: Code,and ASCE7-05 when installed in accordance with the manufacturer's instructions. WATTS: 9200 1NY 066F2dCS 4744306 04/2.4/1z AS NOTED 2. of 2