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HomeMy WebLinkAbout36939-Z Town of Southold Annex 5/23/2014 t,,� P.O.Box 1179 t 54375 Main Road i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36940 Date: 5/23/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 915 S View Dr, Orient, SCTM#: 473889 Sec/Block/Lot: 13.-3-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/29/2011 pursuant to which Building Permit No. 36939 dated 1/20/2012 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: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Ryall Jr,William&Bergdoll,Barry (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36939 11/26/12 PLUMBERS CERTIFICATION DATED le Ce I Authorized Signature TOWN OF SOUTHOLD 4- BUILDING DEPARTMENT TOWN CLERK'S OFFICE ;" 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#: 36939 Date: 1/20/2012 Permission is hereby granted to: Ryall Jr, William & Bergdoll, Barry 358 W 118th St New York, NY 10026 To: install an electric solar panel system at an existing dwelling as applied for At premises located at: 915 S View Dr, Orient SCTM # 473889 Sec/Block/Lot# 13.-3-5.2 Pursuant to application dated 11/29/2011 and approved by the Building Inspector. To expire on 7/21/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector Form No.6 • TOWN OF SOUTHOLD. • BUILDING DEPARTMENT TOWN HALL 765-1802 • APPLICATION FOR CERTIFICATE OF OCCUPANCY 'his application must be filled in by typewriter or ink and submitted to the Building Department with the following: t.. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building. .6. Submit Planning Board Approval of completed site plan requirements. I. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. '. Fees 1. Certificate of Occupancy- New dwelling$50.00, Additions to dwelling $50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 • 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ?oVErt$ER a) 4l� few Construction: Old or Pre-existing Building: V (check one) .oration of Property: 4! 0071} vl EW pa. . DA ICS House No. Street . . Hamlet • Owner or Owners of Property: WILLIAM gYALL • uffolk County Tax Map No 1000, Section 100 0 Block . 13 Lot 3 -• • ubdivision • Filed Map. Lot: ermit No. Date of Permit. Applicant: lealth Dept.Approval: Underwriters Approval: . laming Board Approval: .equest for: Temporary Certificate Final Certificate: (check one) GC Submitted: $ Applicant Signature ow, iii��� '*p S00-4,-Ose.4 Town Hall Annex Telephone(631)765-1802 54375 Main Road i Ji lig lig • Fax(631)765-9502 P.O. Box 1179 ii co .\�/ : 0 t roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 • le° BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Ryall Address: 915 South View Dr City: Orient St: NY Zip: 11957 Building Permit#: 36939 Section: `'3 Block: 3 Lot: 5 , a WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: R & B Quality Electric License No: 33592-me SITE DETAILS Office Use Only Residential X Indoor 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 NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: PHOTOVOLTAIC SYSTEM, to include 30 Suntech 255 watt panels with micro - inverters, 1-AC disconnect Notes: Inspector Signature: — ' Date: Nov 26 2012 81-Cert Electrical Compliance Form.xls FIELD INSPECTION ON REPORT DATE CO! ENTS • • FOUNDATION(1ST) -94t LA • FOUNDATION(2ND) z . °1 • • • ROUGH FRAMING.& PLUMBING • INSULATION PER N.Y. H STATE ENERGY CODE . 4 • • FINAL • ADDITIONAL COMMENTS al• • m • • • • • • O z • • • • a • • • • 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. , 0.311 Check NSeptic Form D E J E U W E D.E.C. Truste es Flood Permit Examined 210 Storm-Water Assessment Form NOV 2 9 2011 Contact: , Approved / 20% Mail to: _ Disapproved a/c _ 11 • BLDG. DEPT. Phone: a g3 _©Bs7 7/Y1) TOWN OF SOUTHOLD Expiration .,20 f 3 - (67a .ALL Building Inspector APPLICATION FOR BUILDING PERMIT Date No✓fMBEA ocJ ,20 1 1 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. (signature of applicant or name,if a corporation) !7(i1 CounrvyRD- 3q 50Lyrotw+tpftsd✓ 1/4/1/ ,,g66 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder A ("1T ( Lonrrn&-ITA Name of owner of premises W ILL j AM RY4L L (As on the tax roll or latest deed) If applicant is a c r 'on,signature of duly authorized officer Cco (Name and title of corporate officer) Builders License No. 3889 0 ' ME Plumbers License No. Electricians License No. '49 131 - plc Other Trade's License No. I. Location of land on which proposed work will be done: Ir Sou-rtt vi& t)R. ORIENT House Number Street Hamlet County Tax Map No. 1000 Section 1000 Block I3 Lot 3 a Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 6E3(0avL;i b. Intended use and occupancy 5AMC 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 601._AA PAi/ELS C ON Roo FN (Description) 4. Estimated Cost Fee (To be paid on filing 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 a 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 I. 13. Will lot be re-graded?YES NObc_Will excess fill be removed from premises?YES NO 14.Names of Owner of premises 4U-1441m RY4L.L Address4lr count view 4R• Phone No. C0116 — 371'HOBS Name of Architect Address Phone No Name of Contractor Sun►i1ACAM VS Pr Address Mg CrwaTf RD)34 Phone No. 63s -183 ..oor7 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO 1 * 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 * 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 i7t * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS‘)FFULK ) THOMAS SVE OSEV being duly sworn,deposes and says that(s)he is the applicant 1 (Name of individual signing contract)above named, (S)He is the [ON7R R G T O R S 04STR E .r'i uSl4 — 5-0 0 1 1 (Contractor,Agen,Corporate Officer,etc.) i?lei 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. pi g Sworgto t�Aore me this L�j1 day of N ovevykKy 2 i 1 Notary P he Signature of Applicant r • 4 GENERAL NOTES Roof Section A mean roof height 20 ft pitch 0 in/12 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11.THE OWNER SHALL SELECT ALL FINISH<LMATERIALS AND COLORS. roof rafter 2x12 SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 12.THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL rafters spacing 16 in OC HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT P 9 AGREE WITH SAME. FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE Reflected roof rafters an 15.7 ft 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO P PERMITS,CERTIFICATES OF OCCUPANCY.INSPECTION THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH Table R802.5.1(1) max allowable 23.8 ft APPROVALS.ETC..FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER. JURISDICTION THEREOF.IF REQUIRED. a CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK. 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OR DAMAGED AS RESULT OF WS WORK. ALL RULES AND REGULATIONS OF THE RESPONSIBLE JURISTICTION. 14 THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT.TOOLS.FENCES.TRANSPORTATIONS. 4. ALL METHODS OF CONSTRUCTION ARE TO BE CAREFULLY SAFEGUARDS.ETC.,AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. SUPERVISED BY THE CONTRACTOR. 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS '5.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,LE.CONTRACTOR'S LABILITY.NORMANS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS. COMPENSATION.COMPLETED OPERATION.EI'O ADEQUATE FOR THE PURPOSES C=THIS PROJECT AND 1=L THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. FURNISH PROOF OF SAME PRIOR TO O.M+MENCING WITH WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE 16.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MANTA*FIG SAFETY ON THE JOB SITE DURING WITH THE WORK.HE SHALL ASSUME ALL RESPONSIBILITY AND THE CONSTRUCTION PHASE TO COWRY WITH THE REGULATIONS AND REQUIREMENTS OF THE LIABILITY THEREFROM, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.RATION.THIS SHALL INCLUDE,BUT ARE NOT LIMITED TO 6. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PROVIDING FOR ADEQUATE AND PROPER BRACING.SAFETY RNLMNGS AND SECURE FOOTINGS FOR ALL j t' ROOF./""y "' "}/1L "` ("' I I '�yt' FABRICATED AND INSTALLED AS PER LATEST A.I.S.C. TEMPORARY SCAFFOLDING,STAIRS,ETC.AS WELL AS PERMANENT CONSTRUCTION. j }, I �J O F RA V JL SPECIFICATIONS. TT.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE DRAWINGS.WHERE DIMENSIONS ARE a • 7 ALL DRYWALL SHALL BE U.S.C.NATIONAL GYPSUM CO.518" ESTABLISHED BY EXISTING CONDITIONS,EACH CONTRACTOR SHAH VERIFY EXISTING CONDITIONS THICK UNLESS OTHERWISE NOTED. PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. 8. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS 18,CONTRACTOR SHALL COORDINATE ALL PHASES OR WORK WITH THE REQUIRED PARTIES.ALL , �. �i ELECTRICAL APPROVED AND IN ACCORDANCE WITH N.E.C.&NYS PHASES OF ADJACENT FACILITIES OPERATIONS SHALL BE MAINTAINED DURING CONSTRUCTION, CODES 8 REGULATIONS. ,` ^ n 9.ANYQEVIATIONFROMTHESEPLANSWITHOUTTHEWRITTEN CONTRACTOR SHALL KEEP SITE FREE OF CONSTRUCTION DEBRIS AND KEEP SITE FULLY ACCESSIBLE INSPECTION REQUIRED CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S TO THE PUBLIC DURING HOURS OF OPERATION. --' INSPECTION CERTIFICATION OF THESE PLANS. 19.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF , Cross ^Section O 10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. Roof" . 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 MAKE ITS PARTS FIT TOGETHER PROPERLY. MATERIALS,THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO APPROVED AS NOTED N.T.S THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT, DATE. 7/2/1 —B P,# 3l r3J Inc,,,JQZ€c NC 10:c A, ,4 ��' BY _. e X-FLANGE NUT N1 *TAI BUILDING DE ATMEN' tr<rsl,lr a .>�° �:� d AM TO 4 P:R. FOR TF' '"icX,..U',".d`..'e¢ S}.t f_3'9' k_`,' jOC vs.'AG BOLT W: ya> 41 LOCK WASHER INVERTER �i► :111NG INSPE�TII� N¢ 1 JUNuHT'GN TWO ROUIR�^ ..„ L-FOOT TO SECURE THRU ROOF _ ��i, POLL �.D v 1NC� - ', MATERIAL TO MEMBER(TYPICAL) METER L ?DuGr1- t'.T:";^ 7'!;M IJ I" ,', i I FOOTAOJUSTA6LE SUO£R.USE //^�\ CTRH`pP!N - C_E . F. OAL `..r,... :: ONE BENEATH EACH L BOO?. `_../ 3c-xa}c•LACeoLT W: �``" � F;S�:'Q?I�'1N LOCK:HASHER .. SERVICE Jx T�JCT'�N E NOTE':ROOF SHEATHING ANC _ -r ' X'FLANGE NUT , MATERIALS ARE NOT SHOWN ,j1 v_ - ' o ,v ,* FOR CLARITY PANEL { \ T I I r vl~MF .' `1„ a°� AC AC DC DC .TONS'R_ Cr-C� (, _ F -- = UIRE'vtEfvTS Or T € i # YORK STATE NOT RESP"N5ibL_ �; ' ICI,l?iy RAIL SPLICE&SELF-ORILUNO � '�. SPLICE(NO,.0 x 3_-S USE 4 PER DESIGN OR CONSTRUCTION ERRORS. Pori!'Tok ROOF RAFTER NFOEFACTSl7 TYPICAL RISER DIAGRAM N.T.S. MATERIAL L TO TO MEMBER ERRUR(CAL RISER DIAGRAM SHOWN FOR REFERENCE MA.[VIAL TO MEMBG2■7Ya?{:ALI L-FOOT ADJUSTABLE SLIDER,USE Revision 5 ONE BENEATH EACH L-FOOT. TYPICAL CONNECTION DETAIL 1 To my best belief and information the work in this document is accurate, conforms with the Revision ROOF RUSS SECTION FlREXACT ROOF governing codes applicable at the time of submission, conforms with reasonable standards N.T.S. TRUSS AFTER FOR EXACT SIZE) 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 Professional Seal _ PACI FI CO ENGINEERIN4 PC as per ASCE7, Method 1: A(fig 6-2) 1.282 I (table 6-1) 1 an P net =A Ka I pnet3o (eq 6-2) Kn(sec 6.5.7) 1 Pnet3o(fig 6-3) -28.1 �pF Y yO-:ti PO Box 1448, SAYVILLE, NY 11782 CLIMACTIC AND Maximim �� N PAC/p/ 'Q.c Tel; 631-988-0000 Fax: 631-382-8236 Email: engineer @pacificoengineering.cowt Ground Wind Speed, Live load, t t�Q' .Q 0 I swa,,,glafo. s point pullout fastener / Q O GEOGRAPHIC DESIGN Category Snow Load, 3 sec gust, pnet30 per Fastener type Cr, * load,lb spacing along N CRITERIA Pg mph ASCE 7,psf (* T 1' _ 0`1 R9a1� rails,in ,� 1 W 11 Roof Section A C 20 120 37 779 5/16"dia screw, 4"length 48 I n Z j 925 South View Dr, Orient, NY 1 m� _�i i Project S -001.00 �_ PROPOSED SOLAR ENERGY INSTALLATION \Fp 066'1'67- \,' P OA \-\\>. GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS Ralph , .s .-;0 ngineer Date, Scale: NY 06618 E04744306 01/16/12 AS NOTED ]- of 2 111 Datasheet �. Crystalline PV Module \\.'s CHSM6610P h,1• '0,0„, -,„,",' ICAL SPECIFICATIONS STC rated output(Pmpp) 220 Wp 225 Wp 230 Wp 235 Wp 240 Wp 245 Wp 250 Wp PTC rated output 199.9 Wp 204.6 Wp 209.2 Wp 213.9 Wp 218.5 Wp 223.2 Wp 227.9 Wp Standard sorted output (Pmpp+5 Wp)>PfIzsh>Pmpp Measurement tolerance +/-3% +/-3% +/-3% +/-3% +/-3% +/-3% +/-3% Warranted power output STC (Pmpp min) 220 Wp 225 Wp 230 Wp 235 Wp 240 Wp 245 Wp 250 Wp Rated voltage(Vmpp)at STC 28.02 V 28.40 V 28.78 V 29.16 V 29.54 V 29.92 V 30.30 V Rated current(Impp)at STC 7.86 A 7.92 A 7.99 A 8.06 A 8.13 A 8.20 A 8.27 A Open circuit voltage(Voc)at STC 36.92 V 37.14 V 37.35 V 37.56 V 37.77 V 37.98 V 38.19 V Short circuit current(Is<)at STC 8.46 A 8.49 A 8.53 A 8.56 A 8.59 A 8.62 A 8.65 A Module efficiency 13.4% 13.7% 14.0% 14.3% 14.6% 14.9% 15.2% Rated output(Pmpp)at NOCT 165.0 Wp 168.8 Wp 172.5 Wp 176.3 Wp 180.0 Wp 183.8 Wp 187.5 Wp Rated voltage(Vmpp)at NOCT 25.36 V 25.74V 26.08 V 26.42 V 26.75 V 27.06 V 27.37 V Rated current(Impp)at NOCT 6.51 A 6.56 A 6.61 A 6.67 A 6.73 A 6.79 A 6.85 A Open circuit voltage(V0,) at NOCT 33.73 V 33.93 V 34.12 V 34.31 V 34.50 V 34.70 V 34.89 V Short circuit current(Ise)at NOCT 7.12 A 7.15 A 7.18 A 7.21 A 7.23 A 7.26 A 7.28A Temperature coefficient a (Pmpp) -0.469%/K Maximum system voltage SCII 1000 Voc Temperature coefficient 0 (Is<) +0.052%/K Maximum system voltage NEC 600 Voc Temperature coefficient 5 (Impp) -0.008%/K Number of diodes 6 Temperature coefficient E (Vmpp) -0.463%/K Maximum series fuse rating 15 A Temperature coefficient x (Voc) -0.344%/K Normal operating cell temperature(NOCT) 43"C HOPE PRODUCT APP 0 *7 C ul US o ei` c O 1 �oa" PV CYCLE CE G �i 0 A CHNT COMPANY ASTIROIIEIRGY ASTROf1ERGY QUALIFICATION AND WARRANTIES CELL TECHNOLOGY Product standard IEC 61215,61730/UL 1703 Cell type polycrystalline Extended product warranty 10 years Number of cells/cell arrangement 60/6x10 Output warranty of 90%performance Pmpp(STC) 10 years Cells dimension 6" Output warranty of 80%performance Pmpp(STC) 25 years MECHANICAL SPECIFICATIONS MISCELLANEOUS Packing unit 22 modules Outer dimensions(L x W x H) 1652 x 994 x 45 mm 65.04 x 39.13 x 1.77 in Weight of packing unit 480 kg/1056 lbs Frame technology Aluminum,silver anodized Module composition Glass/EVA/Backsheet(white) ARTICLE NUMBER(per panel) Weight(module only) 20 kg/44.0 lbs Front glass thickness 3.2 mm/0.13 in Power class Article No.(IEC) Article No.(UL) Junction Box IP rating IP 65 220 Wp 200016 200023 Cable length/diameter(UL) 1000 mm/39.37 in/12 AWG 225 Wp 200017 200024 Cable length/diameter(IEC) 1000 mm/39.37 in/4 mm' 230 Wp 200018 200025 Maximum load capacity 5400 Pa 235 Wp 200019 200026 Fire class C 240 Wp 200020 200027 Connector type(UL) Multi contact type 4 245 Wp 200021 200028 Connector type(TUV) MC type 4 compatible 250 Wp 200022 200029 MODULE DIMENSION DETAILS Front view Side view Back view Frame cross section 994 mm/3261 feet 45 mm/0.148 feet 16-35 mm X w� 85 mm/0.011 feet n r Y X 0.028 feet E e 32 mm/0.105 feet _� g o Drainage hole ams.5 mm & 1 /0.018 feet ,L. Ground hole E m E E E -_ E E 8 e \ �_I 6]mm x 115 mm/0.023 feet X 0.038 feet Mounting hole 950 mm/3.117 feet 12 mm/0039 feet ©Chint Solar(Zhejiang)CO.,LTD.All rights reserved. Specifications and designs included in this datasheet are subject to change without notice. www.astronergy.com JOSEPH SCHMITT (ofisultinfi9 Fninrs Joseph Schmitt,Consulting Engineers 12 Wylie Way Stony Brook,NY 11790 Phone 631-689-7270 August 24, 2012 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Ryall Residence 915 South View Drive Orient,NY 11957 Date August 24, 2012 Mr. Conklin - Building Permits Examiner, We have reviewed the photovoltaic system design documents provided by the manufacturer (DPW;4000 B Vassar Drive, Albuquerque,NM) regarding the above referenced property. In accordance with the manufacturer's documents, wind test, etc., we have determined that the proposed installation meets the requirements of both the 2010 NYS Building Code and the ASCE7-10. To my best belief and knowledge, the system as outlined in these documents is accurate, conforms with 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. Sin - e OF NE ote o '� fi air rn II (f) Joseph Schmitt, P.E, <2) 1/0 o od FESF L. 200.2"- FINAL CUT(204"-STANDARD LENGTH) 196.75" 39.05" MODULE .375" MID CLAMP STP255 BALLAST P8 POWER END CLAMP--\\I WIDTH 1—TYP TYP. MODULE TYP.PAN TYP RAIL TYP. TYP TYP 9 G 4 El 1--"/ t -: - - . r ' •_ v v 64.57" 7 -. MODULE , ' LENGTH n. TYP. , , r l I dpp- TOP VIEW STP255 MID CLAMP END CLAMP MODULE TYP. TYP. TYP. G22.04"y 60" — BALLAST P8 POWER TYP. ___. __,._._ _ ; PAN TYP. RAIL TYP. APPROX. 72"(3 PANS TOTAL) DIRECT POWER AND WATER SECTION A-A 4000 VASSAR DRIVE NE ALBUQUERQUE,NEW MEXICO 87107 DPW TITLE. SOLAR P8-BPRM5-STP255-120MPH-25PSF-RAD CUSTOMER DRAVVN BY CML DATE. 8-20-12 WESCO(NY) ENGINEER. R SHEET J PROJECT SEE SHT.2 FOR SIDE VIEW RYALL THIS CANNOT BE THE DPCOPIED OR DSCLOSSED WITHOUT PERMISSION DO NOT SCALE DRAWING POWER TUBE II BACK BRACKET FRONT FRONT BRACKET CORNER PLATE TIE PLATE BRACKET END CLAMP END CLAMP MID CLAMP / / Ifr V / A / Al■ / It: /-, imi , / igi- - . a ' o ' - Iti t/ II r / I / DETAIL A DETAIL B DETAIL C DETAIL D SEE VIEW A DETAIL F II FRONT FRONT BRACKET SPLICE PLATE BRACKET POWER (/1 Fa / '� TUBE II 1" MIN. OR AS NOTED WER BALLAST PAN BAST PAN POWE0 iIi o TUBE II r / �� UBE II TYP. E•I , ° e e e O . . / a —-:-_ i \-- BACK ---�1 ° ° ° I �i� BRACKET MID CLAMP / Ifni DETAIL DETAIL K DETAIL J ` NIM� BALLAST PAN TYP. /FACTORY APPLIED EPDM PROTECTIVE SHEET SEE VIEW B MID CLAMP EPDM G -- Y --- BOTTOM VIEW OF BALLAST PAN FRONT MID CLAMP BRACKET END CLAMP ell BACK BRACKET POWER .� TUBE II DIRECT POWER-AND WATER •�r� POWER TUBE II 4000 VASSAR DRIVE NE J' '"m1 ALBUQUERQUE,NEW MEXICO 87107 I �� F-7.-1� DPW TITLE L= =jam ''=jam SOLAR DP-PT2CRS15-STP255-5°-120MPH-5x3 EPDM GASKET CUSTOMER W DRAWN BY.DRA CML DATE. 8-20-12 ESCO(NY) O VIEW A EPDM GASKET VIEW B ENGINEER J R SHEET 2 PROJECT' RYALL THIS DRAWING IS THE PROPERTY OF DPW SOLAR, AND CANNOT BE USED,COPIED.OR DISCLOSED WITHOUT PERMISSION. DO NOT SCALE DRAWING , 1 SEE DETAIL A SEE DETAIL B o ON SHT. 2 ON SHT. 2 SEE DETAIL C ` ,,::... ON SHT.2 II 1111 Il 1_1 _1_ ' I — _ _ SEE DETAIL D ON SHT. 2 II SEE DETAIL G 247.03" •►— — — _ — ' X11 ON SHT. 2 4 PLCS. , TYP. ! , i A 11 11.75" N-S SPACING TYP. _ -,_ s _ 7 MIESSUSNIME °WTI ' SEE DETAIL F 64 57" SEE DETAIL H ON SHT. 2 MODULE ON SHT.2 LENGTH SEE DETAIL J MAJOR PARTS QTY. TYP ON SHT.2 PART NAME QTY. FRONT BRACKET 197.06" BACK BRACKET 20 BALLAST PANS 8 UNDER TOP VIEW BALLAST LLAST 12 PANS MODULE 1 CORNER PLATE 2 TIE PLATE 2 SPLICE PLATE 0 WIND DEFLECTOR 4 APPROVAL SIGNATURE: (PRESUMED) BALLAST BLOCK WEIGHT=30 LBS WIND DEFLECTOR(NOT SHOWN ON TOP VIEW) DIRECT POWER AND WATER 39.05" FRONT BRACKET 4000 VASSAR DRIVE NE I 11.75' BALLAST PAN so° L 1.38" END DPW ALBUQUERQUE,NEW MEXICO 87107 CLAMP BACK BRACKET v _• TITLE. 5 5 5s s ,•�,!w"= 5" •_ SOLAR DP-PT2CRS15-STP255-5°-120MPH-5x3 .25"REF. 16.63" I 2.5 24.46'• POWER TUBE II CUSTOMER DRAWN BY DATE -20-12 USE INTER-MODULE JIG , USE UNDER MODULE JIG , W CML ESCO(NY) V GENERIC 5°SIDE VIEW ENGINEER J R SHEET 1 NOT TO SCALE PROJECT ( ) RYALL THIS DRAWING IS THE PROPERTY OF DPW SOLAR. AND CANNOT BE USED.COPIED.OR DISCLOSED WITHOUT PERMISSION DO NOT SCALE DRAWING I SARNAFL 60 ML FULLY ADHERED ` ROOF MEMBRANE•WHIM REFLECTIVE ROOF RONCRED i.sw.nox.uw-izs P COATING(TYPICAL ROOF MEMBRANE) __ DFDDTSrvE 1 LWEOF ROOF LINE OF LOWER STEP ry ROOF DETAIL 3�'OrvIAMElE0. PPE — PNUPET CONNECTS TO SCUPPER TO ROOF NUN SCUPPER AND ROOF ORAN — WATER STOP �_ --s• --_ — / INSULATED Pq^f� CUTOUT ROOF SLOPE Iii _� ttS M.. ROOF SLOPE —(. "DUOGAPO'TWWSWCENT SKYLIGHT SYSTEM- i , SKYLK:NT wn oASC. AUwrvW iMME/PCSS Gsw2rvG x l 4.wNl wn m sio, 1"DAMETER NUN PPE 3'DUMETEi 0.00 303...6 K.F4m NECTS TO SCUPPER AND PEOOF C i SLOPE D 4....ur _D�QF DRAry MwsK wu114.�01 :,-E >.xus I�` rvur.ut'rm NFSerwxf SKYLIGHT ROOF SLOPE—Om r Aoa.N4ao o•¢rnr ���I ro.0..RraD '■el NV.ArW .M.-,PPM 4 _ i - Roa SLOPE WATER STOP— ,ROOF aoPE—� �q I A DIAMETER ROOF o�w--� , V I ROOF SLOPE � — , SKYLIGHT — — I '; cur our j I I PARAPET AUGV I ! RODE ST�PS BACK AT I OUTSIDE EDGE OF ROOF OFµwDOWS _ IOV OVERHANG I I OUTSIDE ED OVERHANG SARNAFIL 60 MIL FULLY ADHERED SARNAFI 60 NI_FULLY ADHERED PARAPET I I II I I ROOF MFMBRANEwHITE REFLECTIVE ROOFHEMBRANf-WHITE REFLECTNE I COATING(TYPICAL ROOF MEMBRANE) COATING(TYPICAL ROOF MEMBRANE) I i MWUS PANEL ROOf� ROOF SLOPE I j �EU II I 6 SOT"D.D.HURLS STRUCNNAL DASHED LINE INDICATES I lea nr -- INSULATED PANEL OUTSIDE EDGE OF R STEEL ANGLE SUPPORT II - I _AS II= Roof sLDPE'.� J I Row SLOPE I •VERHAE EDGE a RooF 25'-6 1/8" I vERwN PARAPET — PAMPET °T ETE EDGE OF R.• OVEN.. NO.: 0615 ii. -. Ry II POrt Sheridan ROOF PLAN OWN.: BMG I .' DATE.: 03.25.09 SCALE.: 1/8":=V-0" RYALL HOUSE SK-11 2 ' A ; STP2555 - 20/Wdb -: t�, I 255 Watt MONOCRYSTALLINE SOLAR MODULE Features •* High module conversion , Self-cleaning&anti-reflective efficiency ` Higher module efficiency 15.7% Module efficiency up to self dean from anti-reflective, \ 15.7%achieved through hydrophobic layer with advanced cell technology and higher light absorption and '' manufacturing capabilities minimal surface dust Positive tolerance -� Excellent weak light Guaranteed positive performance 0/FS% tolerance of up to 5% Weak light Excellent performance delivers higher outputs under low light conditions r1 Extended wind and snow p p Suntech current sorting riload tests process s 3aooPa Module certified to 2% System output maximized by 5400Pa withstand extreme wind reducing mismatch losses up (3800 Pascal)and snow to 2%with modules sorted& loads(5400 Pascal)* packaged by amperage >: a). ❑Certificationsandstandards- F F PV CYCLE\ UL1703,IEC61215,IEC61730,conformity to CE I`� C \ sx, ,�'' Cus Trust Suntech to Deliver Reliable Performance Over Time Compact and Durable Frame •World's no.1 manufacturer of crystalline silicon photovoltaic modules Design • Unrivaled manufacturing capacity and world-class technology Suntech's new compact frame • Rigorous quality control meeting the highest international standards: design is light-weight(3.5 lbs ISO 9001:2008,ISO 14001:2004 and 15017025:2005 lighter)and easier to handle •Tested for harsh environments(salt mist and ammonia corrosion testing:IEC during installation.The rigid 61701,DIN 50916:1985 T2)*** and durable hollow chamber guarantees the same long-term and reliable performance. Industry-leading Warranty Based on Nominal Power Reliable IP67 Rated Junction Box • Based on nominal power(Pnom) *`y;. Supports installations in wow. 506T7E.o" . 25-year transferrable power output ' multiple orientations.High • 9• 0o, 5 72 warranty:5 years/95%,12 years/90%, performance,low resistance • 80% 10 ra 18 years/85%,25 years/80%**** connectors ensure maximum • „0 25', •Warrants 6.7%more than the market output for the highest standard over 25 years energy production. j • 10-year material and workmanship o Year warranty ,.Please refer to Suntech Standard Module Installation Manua{for details. ""PV Cycle only for EU market ""':.Please refer to Suntech Prnrxut:t(year-::cast Installation Manual for retails. """'Please refer to Suntech Product War r,=,rity fw details. Copyright 2012 Suntech b.o oor www.suntech-power.com EN-STD-Wdb-N01.01-Rev 2012 , STP255S 20/Wdb 9.439 11 Electrical Characteristics — 7 1 942137 .._ -Junction bnx STC STP255S-2a/Wdb D nagenoes i :� --_-- -- Optimum Operating Voltage(Vmp) 30.8 V ` I Optimum Operating Current(Imp) 8.28 A -r rsi Product label——� M 9 slots Open Circuit Voltage(Voc) 37.6V Short Circuit Current(Isc) 8.76 A (Back View) Maximum Power at STC(Pmax) 255 W 1 Module Efficiency 15.7% I j i Operating Module Temperature -40°C to+85°C m „ e Maximum System Voltage 1000V DC(IEC)/600V DC(UL) n°"°e m z } ml Maximum Series Fuse Rating 20 A Power Tolerance 0/+5% R H H NOCT STP255S-20IWdb Section B-8 ,,,, . ! Maximum Power at NOCT(Pmax) 187 W I Optimum Operating Voltage(Vmp) 28.2 V•(Eton ill�` Optimum Operating Current(Imp) 6.64 A 3 NI •Nore:mm(inchJ"■� --- Open Circuit Voltage(Voc). . 34.8 V - --J- Short Circuit Current(Isc) 7.05 A Ii,)�S rn.14, h nim ,e LG- 1 15,wnc :i l ci S. Current-Voltage&Power-Voltage Curve(255S-20) Temperature Characteristics Nominal Operating Cell Temperature(NOCT) 45±2°C J ?"° Temperature Coefficient of Pmax -0.45%/°C ', a fi J { \ I x Temperature Coefficient of Voc -0.34%/°C V I \ u ; Temperature Coefficient of Isc 0.050%/°C II r = '"'—c ' 4 Mechanical Characteristics ,r ,° ,-s ,n s CO Solar Cell Monocrystalline silicon 156 x 156 mm(6 inches) Voltage(VI No.of Cells 60(6 x 10) Dimensions 1640 x 992 x 5Or4r4(64.6 x 39.1 x`1-`1b13s,,,),,+zs) Weight - 18.2 kgs(40.1 lbs.) Front Glass 3.2 mm(0.13 inches)tempered glass Frame Anodized aluminium alloy Junction Box IP67 rated(3 bypass diodes) Dealer information Output Cables TUV(2Pfg1169:2007),UL 4703,UL44 4.0 mm'(0.006 inches`),symmetrical lengths(-)1000mm(39.4 inches)and(+)1000 mm(39.4 inches) Connectors MC4 connectors Packing Configuration Container; 20'GP i 40'HC Pieces per pallet 28 28 Pallets per container 6 28 Pieces per container 168 784 E-mail:sales @suntech-power.com vuvttWSUntech-power.cor EN-STD-Wdb-N01.01-Rev 2012 \ $" ' \\ �5 \iZt as ' r.k.,;.�\.. .ate. ..�;a\ \4.', \�4..\\\.a.;a :.\\a ��•.\\� •.�\ ��:: .t i ....wW4. fib. nag ,,,, e enphase . ..„.„...,....„ M E N E R C .Y - Maximum energy production , .. Resilient to dust, debris and shading The Enphase Energy Microinverter 0 ?- £_' - g - Performance monitoring per module System improves energy harvest, increases reliability, and dramatically 1 - System availability greater simplifies design, installation and >•• ' than 99.8% 1 - No single point of system failure management of solar power systems. L r _ The Enphase System includes the Quick and simple design, installation ; w 1 and management microinverter, the Envoy Communications 24/7 monitoring and analysis Gateway, and Enlighten, Enphase's r monitoring and analysis software. i - Low voltage DC - Reduced fire risk S�® c us r ip SA \0 .\�'. A.,. _ _ `� Vi�f' ifs,„\.\." ,-111111, M215 - MICROINVERTER TECHNICAL DATA , -----, A'S'="="'- =.0=‘====4=== ==;:ir=;"====:===q;AstIV4.0aK .T.,, ..==.1===',== =4,..=;=;• ==.,‘=-P ,----'1- , ,4,,,,,,,':,°‘'''''''''''',-*-,4''''''4'4""':4,,,,'-4,4'...,-,,,X,•'VA' A.,...,,e4tt. ,, ,.....--N,IN: Aft;'...Aix.,;::.4k4,..4•;,,,M.4::..;;;A:„.,'..,,,,,VI.,';‘,N.Q.,,,,f.s.f.t,a0m,..:> .A.z.,======4.,,,,,,,,,'==ft,,,:=K%==== = = Recommended input power(SIC) 190-260W Maximum input DC voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min/Max.start voltage 22V/45V Max DC short circuit current 15A ., Max. input current 10.5A .., ..1 ,;1-4-11 ,„""'111'11trgV,M1171tei"':,1°';1Y4411'ti.i1itigR't°,4,7XitAt1. 4:7'1"11.411;`,4;k11;01'144.01 11,::-44krk' 1::.A41411W1kr:110114111 ,,''''-'4,w-4,‘1• A lie -,••z,' 4 4. ,,, ,,-,',V,At.,,:kv,,.4„ter.fv. ,k,,,ore,,,i,::,, ,,,:44,- ::::.,1fr.:6;:„-,r,,„, , a,:z0. 4,00 ,:,,,v4.,,,,,,, .;.„i,r,I.,,Fliez‘,J„,,,,,,,, p.,„gm„,,,,:, ,,4„„z,,,,:-.:,,t,,,,,,,.„.4A.43,,111:.i.\z34.1n-,': ,,,*?4,4,* -7.'.1.re*\%,".:'N,' :iaA• .‘,4445t3gf!<'.4.';';',"" : :... n .', ''' '>.*>,\s.' ,,,,,,,,,, ,g,e.,10.v.,,,,W). ,,,,', i !Maximum output power 215W 215W Nominal output current 1.0A (arms at nominal duration) 0.9A(arms at nominal duration) ., ..,' Nominal voltage/range 208V/183-229V 240V/211-264V Extended voltage/range 208V/179-232V 240V/206-269V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17 (single phase) Maximum output fault current 1.05 Arms, over 3 cycles;25.2 Apeak, 1.74ms duration : CEC weighted efficiency 96.0% 1 Peak inverter efficiency 96.3% 1 Static MPPT efficiency(weighted, reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes, reference EN50530) 99.3% Night time power consumption 46mW Xi)..V','''2''''''.,' 0,,‘ r.,,i?;4.070t,,,, 4\-,,,,,14217 r?,....An7,.. ,,,,.„..,,,,,, F...:044.,?.,,.„.,:,;*ika*- 4,'•,,,,'''' 41" ''''' ' ':!:I'lfii'Z.:::"''' .;:.,i73;V: ;„",k":''.4'';'• .:,;'ir;OW'? ,'?\&C,W4,:',i,er'\4' -*A'i$14:e"''',A,AN: 7'..4:NR,i.,:::,,,,',,r4N'',,7;14. A-=:W %rl'q',:g3eAki.--, ' -,,,*.i.-*, s‘t,v, ,i**?.1,4.AII `,y, ? 1 Ambient temperature range -40°C to+65°C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8" x 6.45" x 1.0")* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection- No fans Enclosure environmental rating Outdoor-NEMA 6 * mounting bracket 111'41.11111.!.."...4.1‘,,,,::::,i,,,Y',,,...._••sgsvitv-Alog....-:v.,:. ,livrr's ,..::.ieawz-zy-Ameitt,..n,nk-:t,:iqmwr::;,,.:,I„ .2.:A.,:,;‘,,:,,,,,vitleve- -4.ist,„.0..zni4w1/4„;,,,,v,,,:,„,„,,,,, -V‘ ,41.,",,#7‘4' 1 -'''SW,4■■\"'''O';4:..4;',.tVW•UAr ,P' •Ai:"*". "'" .-...:',"=, ::: ''' --f;,ttr, / .'....;;':,4'4e't::'1;.■PgatTW,,a'Z4'1,:i :i'' ", il, .;ANN>,' : 1,;i:?.'''N,,.. ,,,,:,,,-.;..m,;,,,rv,;,,,Nk*A.,1v, -.wt.,;,,, ,:t.%,,,;>;,;-,0 ,,i,•`:,kNniniUM***4;4%•'‘4*".'‘'''?;';'% ., •,:V.,,,f,'% ie W,‘RIV:tUtk..v*b:: 'zto, ,:h,;;;W:,,,,,,,o Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04, and 107.1-01 ..,' Enphase Energy, Inc. 201 1st Street Petaluma,CA 94952 Phone: 877-797-4743 Fax: 707-763-0784 142-00010 Rev 03 DPW 1 SOLAR =s PREFORMED LINE PRODUCTS -7 LTA DATE: 8/23/2012 CUSTOMER: WELSCO(NY) PROJECT: RYALL SYSTEM: A Power Tube 2 CRS for 15 STP 255, 5x3 Layout, 5-degree tilt. The design wind speed is 120mph,exposure C,and a building height of 25'. CALCULATE UPLIFT: Based on wind tunnel testing the uplift forces for the full array with a wind directly from the north can be calculated as follows: North Row: 3 modules X 217.6 lbs/module = 652.71886 Ibs Second Row In: 3 modules X 60.8 Ibs/module = 182.42578 Ibs Interior Rows: 9 modules X 93.8 Ibs/module= 843.83158 Ibs TOTAL UPLIFT FORCE: 1678.9762 lbs CALCULATE BALLAST: Component Quantity Weight Total weight STP 255 15 42.1 lbs 631.5 lbs Ballast Blocks* 51 30 lbs 1530 lbs Racking Components 280.14 lbs TOTAL SYSTEM WEIGHT: 2441.6 lbs The total array area (sq.ft): 358 The ballast weight exceeds the uplift force:Stability Check(Ballast/Uplift): 1.45 The weight of the modules, the ballast blocks, and all racking components is 6.8psf when averaged over the area the system covers. Full-Scale Wind Tunnel: The Langley � ms's *� :F� n ,-50--.•‘''' - \ \ ��' �\ t ` \\\\\ . �� z o m kt,s‘. 4..,, ,,,1 ,'.... A ..@ �.�. z A�:e:g'h Vi*The ballast blocks are 4"x8"x16"solid concrete "Cap Blocks" which 30 pounds and have actual dimensions of 3.63"x7.63"x15.64". 4000 B Vassar Dr. NE • Albuquerque,NM 87107 I 505.889.3585 I www.directpower.com DPW I SOLAR '; PREFORMED LINE PRODUCTS DATE: 8/23/2012 CUSTOMER: WESCO(NY) PROJECT: RYALL SYSTEM: A Power RAIL BPRM for 5 STP 255,0-degree tilt.The design wind speed is 120mph,exposure C, with a building height of 25'. CALCULATE UPLIFT: Based on wind tunnel testing the uplift forces for the full array with a wind directly from the north can be calculated as follows: North Row: 5 modules X 81.9 lbs/module= 409.5 lbs TOTAL UPLIFT FORCE: 409.5 lbs CALCULATE BALLAST: Component Quantity Weight Total weight STP 255 5 42.1 lbs 210.5 lbs Ballast Blocks* 15 30 lbs 450 lbs Racking Components 64.9 lbs TOTAL SYSTEM WEIGHT: 725.4 lbs The total array area (sq.ft): 96 The ballast weight exceeds the uplift force:Stability Check(Ballast/Uplift): 1.77 The weight of the modules, the ballast blocks, and all racking components is 7.6psf when averaged over the area the system covers. The control room at the Langley Full-Scale Tunnel: 47,..._,_ a lii ... ,o, , ,,, ,„......., ,, ,. „..„... , , ,, . , , ,','',544,/if'Alf.!.fs;',''''''''''':-:e.,s ,,:),.':‘, ,‘, ' . ���ow�wvo��., AVAA\ v yv AA\ �A� wA V , . *The ballast blocks are 4"x8"x16"solid concrete "Cap Blocks"which weigh 30 pounds and have actual dimensions of 3.63"x7.63"x15.63". 4000 B Vassar Dr.NE • Albuquerque,NM 87107 I 505.889.3585 I www.directpower.com 1 II 5/16"x2.25" LONG, RAD BOLT 2X 5/16" FLANGE NUT END CLAMP 5/16"x3/4" LONG, TURN BOLT STP255 1 MODULE TYP. 1 .I■ 64.57" -- ---- 45.25" i ) 1 STP255 111 i MODULE TYP. IBI IoIi CONCRETE BLOCK 0 j / i TYP. ' A II \ • / � iiiiZEMMaiint iiiMMEHMEMEW 3.75" P8 POWER RAIL 1 5—BLOCK BALLAST PAN P8 POWER RAIL BALLAST PAN SIDE VIEW AI DIRECT POWER AND WATER 4000 VASSAR DRIVE NE ALBUQUERQUE,NEW MEXICO 87107 DPW TITLE'. SOLAR P8-BPRM5-STP255-120MPH-25PSF-RAD CUSTOMER. DRAWN BY C^^I L DATE. O-�O_�L^ WESCO(NY) 'V' Cl ENGINEER J R SHEET PROJECT NOTE: ALL HARDWARE IS STAINLESS STEEL RYALL THIS DA DR A‘MN G B E S UTHD P RCOOPERDT O OR F D DW THOUT PERMISSION O D NOANSNCOLE DRAWING . OMNI • • - - • N i' gn 9 o R7, iP nRo i no 55'i A I 141 R - - - 1-- ---,. s � `� � o 0 ° g i. E, I I- L ` s I 1 - y co I / 1_, cu,oar 1-__- I 8 j r6Fs _ m O m- f s ;j € �n ,, - i li 2S 1 =1 / lII 7J mil/ g D O R 8; O r— 71 CUT 0111 C — i CD Z n . K,' M' Ili' =�Km >s Woo 8 8 g -e I I RBgR 'h vim Y' III R� - n Ric '! .. /.11 Km ► 1 ill c II II I .A r I p__ ___ g n$ ll j 1 I ► a 1 a $ n ic I!': m < i I i II 0 > O o Cpl !* . . m 0 n o k5.) 2, ti m 8 N S G1 N UN — � �� THE STAN- DARD IN PV MSUNT[[+ G STRUCTURE ' T OM U.S.Des.Patent No.D496,z48S,D496,249S.Other patents pending. Code-Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 �'^ f 4i 415":;:,Er v f r =* ; ) _ '- 7,, „2 "'a F °7 ds F*. .'.. ..w «.q z ., :"'' u,t Contents Letter of certification 2 Part I. Scope,certification,and installer responsibility 3 Part II. Procedures for code compliant installations using the SolarMount®Module Mounting System 4 Part III. Installing SolarMount®with top mounting clamps 9 Part IV. Installing SolarMount®with bottom mounting clips.. .15 Warranty 20 Unilac Welcomes input concerning the accuracy user friendliness of Pub 040316-1ii ©2004 by Uniltac,Inc. this publication.Please write to publications @unirac.com. March 2004 All rights reserved. Brian Spring 1 September 2006 Structural Engineering 161 LINDEN LN Mr. Hal Newman MILL VALLEY, CA UniRac,Inc. 94941 Tel:(41 S)497-2880 1411 Broadway Boulevard NE BK6na1N 3ENON@a G1.1All.cDM Albuquerque,NM 87102-1545 Subject: Engineering Certification for UniRac's SoIarMountT'" Universal PV Module Mounting System Dear Mr. Newman, Attached is the UniRac Calculation worksheet and Installation Manual #214,Pub. 040316-lii, Copyrighted by UniRac,Inc.,March 2004, 20 pages . I have reviewed these calculations, and certify their results are accurate. The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations: The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in installation Manual 4214. The calculations are based upon: 1. "The 2001 California Building Code,California Code of Regulations",based on the 1997 "Uniform Building Code,Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. 2. `Manual of Steel Construction: Load Resistance Factor Design", 3rd Ed, American Institute of Steel Construction, Chicago, IL., 2001. 3. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from Walter Gerstle,PE,Department of Civil Engineering,University of New Mexico,Albuquerque,NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code- Compliant Planning and Assembly", Installation Manual #214, Pub. 040316-1ii, Copyrighted by UniRac, Inc., March 2004. The structure to which the UniRac SolarMount system is connected should be evaluated on a case-by-case basis, per Part I of the Installation Manual, to ensure it's adequacy to accept attachments and to support all applied loadings,per the building code. r Please call me if you have any questi.,:� 6 since, wESSir qt Sincerely, �s".`Q � •��yc if No. S .61 Brian Spring, PE, SE Exp. 6/ 0/08 f tOF CAVE Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNiRAC Part I. Scope, certification, and installer responsibility Please review this manual thor- The installer`is solely responsible for: oughly before installing your SolarMount system. Coinplying with all'appli�ca�le local`or national building coded nclud�tlg any that may supercede this manual, This manual provides (1) sup z' �� _ ;�� porting.documentation for s' Ensuring'thatUniRac an .`atherproducts;are appr pr building permit applications ate for the particular installation and the installation relating to UniRac's Solar- environment; Mount" Universal PV Module • Ensuring that the roof,its rafters, connections, and Mounting system, and (2) plan- other structural support members can support the array ning and assembly instructions under building live load conditions (this total assembly for SolarMount. is hereafter referred to as the roof rafter assembly); SolarMount products,when . Using only UniRac parts and installer-supplied parts as installed in accordance with specified by Un.iRac (substitution of parts.may void the this bulletin,will be structur- warranty and invalidate the letter of certfication on ally adequate and will meet page 2); the 2001 California Building • Ensuring that lag. screws have adequate pullout strength Code and the Uniform Building and shear. capacties as installed; Code, 1997, hereafter UBC 1997. . Maintainng the waterproof integrity of the roof, includ UniRac also provides a limited ing selection of appropriate flashing; and warranty on SolarMount prod- ucts (see p. 20). • Ensuring safe installation of all electrical aspects of the PV array. Page 3 UNORAW 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 your local building authority. • This bulletin addresses only wind loads on the as- 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 6-7. 1 as oo so z ! fl } `f- ' - ; _.ter _.-.I ..,.--1� { r-1 j `1 .g, .,.tip,—.,� jI ,, , :,..\-;- , ,,..,..."- ,36.\'‘X','"It,f,—;/-----1 \k „ t\I oc ,______ ,, -,J1\.,11,41:serifTt!,%.,,,1 1\ii i -_ , , _,, ,\'‘,\,.. s.,,,,i,,,,,,,,,,C,,Z\-,,:::.\\\.\\;t.:‘,4._ ,,.,,,,,,,:,--747/77t —-,,- 1.\\...A1, '''''",t,7G Y\ \ \\A,,,,, i i , i o „misk ,k ,.,..---,,,,-.7_,_ 7.27_,,,,..„a:_it, -,N. , , sk4x4, \ ..\,,,,.. , i.,,, \ , ____,, i , N,,„,- -p'.y0 80 9Q i tHt . IASS(r WNO EIKE('70 i i FFCIAL NIv, ETION ■ NOTES: } '30 . R#EAN INTSTS'04A'.c,,rr..-EV Yt'i0 SOT ED rT/U451$AC C£-"T,SLS. 1° Ex* ° - 4 SPEED US QC t+nn SY`CO i.4I, JRSi,.5'N•ACI H uii �An 7,yxl+i AEZw5tt1, WIA BLAND'Ei Lis - V7i0 SF'CEUCOA HAYihi C. PU NTO WO�..95 AND TFt6V R+'M• * A NM SPEED ALAY et A53JUi I,TO NG CONS`ANT NEWSKEL 7H COAST(INB A',il THe hfARFST&LAWet *. v e. ..r r__ -r ;M' 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). vase 4 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly 1UNNRACr 2. Determine the exposure category Table I.Design Wind Pressure (psf) of your installation site by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift(withdrawal). The California Building Code* defines wind exposure catego- 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 I I 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.l Category D IS roof height 23 30 38 46 56 67 78 EXPOSURE D represents the most severe exposure in ar- 20'roof height 24 3 I 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 *C *q,*Iw(2001 California Building Code,vol.2,chap.16,Structural the building site.Exposure D extends inland from the q shoreline'1/4 a 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 Loads per footing.(If you prefer to maximize foot spacing to • your Basic Wind Speed(determined in step 1), 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, inum 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 r 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. 5 YN®RAC€ Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Table 2.SolarMountTM Loads (Ibs) 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 SO psf AstroPowerAP65,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 AstroPowerAPi I I0,APi 120 RWE Schott SAPC 165(See Sharp NE-165U1) 48"rafter(foot)spacing 33 194 291 387 484 Sanyo HIT I90 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 AstroPowerAPi 165 72"rafter(foot)spacing 44 260 390 520 650 48"rafter(foot)spacing 31 194 291 387 484 Sharp NE-80U1 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-I65U I,NT-175U 1,NT-1850 I 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 1 10,EC 115 72"rafter(foot)spacing 53 310 465 620 775 48"rafter(foot)spacing 35 208 312 416 520 Sharp ND-167U1 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"raker(foot)spacing 41 262 392 523 654 48"rafter(foot)spacing 35 158 236 315 394 Shell SM 1 10 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 4,; 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 • 72"rafter(foot)spacing 45 244 365 487 609 64"rafter(foot)spacing 45 253 380 506 �'? Photowatt PW 1 250 72"rafter(foot)spacing 51 285 427 569 7 i 2 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 PWI650 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 Page 6 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNNRAC Table 3.SolarMount."' 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 psf 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 110,APi 120 RWE Schott SAPC 165(See Sharp NE-165U1) Maximum Foot Spacing(inches) 118 96 83 75 Minimum Foot Design Live Load(Ibs) 476 581 670 757 Sanyo HIT I90 Minimum Foot Design Dead Load(lbs) 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-80U1 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-I23U I 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-175U1,NT-185U1 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-167UI Minimum Foot Design Dead Load(lbs) 82 67 58 52 Maximum Foot Spacing(inches) 124 102 88 79 Minimum Foot Design Live Load(Ibs) 450 556 639 717 First Solar FSSOD 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(lbs) 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,KC 125G 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 I 58G,KC I 67G 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(lbs) 436 533 616 685 SunWize SW I 15,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 I650 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 vase 7 UN-RACE 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- 5. 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 '---,l,,,,,.--:‘,.. , pull-out capacity per footing must be greater / than the footing design live load. �� If your SolarMount requires standoffs,always SolarMount use at least two lag screws to secure the foot spacing Overhang standoff to the rafter. (ii'. -, j \' Figure 2.SolarMount foot spacing refers to the distance between feet on the saute 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 5/6"St)aft,* s/6" shaft,* '/s"shaft,* gravity 2%'"thread depth per I''thread depth per I"thread depth Douglas Fir,Larch 0.50 665 266 304 Douglas Fir,South 0.46 588 235 269 Engelmann Spruce,Lodgepole Pine (MSR 1650 f &higher) 0.46 588 235 269 Hem,Fir 0.43 530 212 243 f si Hem,Fir(North) 0.46 588 235 269 Thread depth Southern Pine 0.55 768 307 352 =_ 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 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UHHRAC' Part III. Installing SolarMount with top mounting c This section covers SolarMount k � assembly where the installer ^� �,`„2-,,, i has elected to use top mount- t �, N ° ing clamps to secure modules �� '' gy; to the rails.It details the x` f z �: procedure for flush mounting = , F «' '� t SolarMount to a pitched roof. � Contents � `�5 � „.>„,,,,,...'.--_-- t Laying out the � � `� . :,„ installation area 10 Laying out L-feet 11 '' ~ f ✓' Installing L-feet 11 ° ,2----- Laying out standoffs 12 A, ti. Installing standoffs 12 �.� Installing SolarMount rails 13 „,,,,,,z,..:7,,,,, Installing the modules 14 >olarMourt rail ti ''- w , a� Figure 3.Exploded view of a ��� s', M „ low-profile installation mounted h` flush to the roof with L-feet. Table 5.Part quantities Table 6.Wrenches and torque SMR Series SolarMount Rail Sets (model no.=rail length in inches) Wrench Recommended '/a"'footing '/e"'flange size torque(ft-Ibs) Rails L-feet bolts nuts %,""hardware /b" 15 SMR48 thru 106 2 4 4 4 '/a"' hardware 91/46" 30 SMR120thru 180 2 6 6 6 SMRI92 thru 216 2 8 8 8 CT Series Clamp Sets(model no.=modules accommodated) End Mid %,""module ,,„x 5/e'" %,'”flange Stainless steel hardware can seize ur, clamps clamps clamp bolts safety bolts nuts aS process called galling.To significant: CT2 4 2 6 2 8 reduce its likelihood,(I)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 I 0 14 2 16 910,Galling and Its Prevention,at www.uniirac.comr. CT7 4 12 16 2 18 CT8 4 14 18 2 20 Vagr 9 UN®RAC€ 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), Bible. • plus 3 inches(l'/2 inches for each set of end clamps). Leave enough room to safely move around the array during installation. MIN >.=11.1111111111111111 E 9 Low-profile High-profile mode mode e - - -a- Figure 4.Rails may be placed parallel -�-_ or perpendicular to rafters. Page 10 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UN®RACg 6 Laying out L-feet 41 L-feet(Fig.5)are used for installation through existing roofing material,such as asphalt shingles or sheet metal. t'. 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 " �- Overhang tween the rails in high-profile mode, 25%typical ice--- Foot spacing ---.- keep in mind that the center of each ` each end rail will be offset from the L-foot lag ! _ _, �, � bolt holes by 13/4 inches. l'/." {` r- if'i ■ y If multiple high-profile rows are to be i' ., I installed adjacent to one another,it N. , 0 , , ' 50%typical 0 will not be possible for each row to be \., ,! , f 4 ( ) -----4------- ----t centered above the rafters. Adjust as 1- needed,following the guidelines in Lower roof edge ,; II Figure 7 as closely as possible. i'.<_--_ Rafters Figure 6.Low-profile layout 25%maximum typical each end '' T 50%minimum typical /li 13/,"-a- I-_ i t , , lis ,r ' i lit i Foot E ....,1 spacing 1, # �.,.. .\ it i , - l j Lower roof edge i I i I Overhang „eli Rafters / i 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. 11 WINgRACe 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). 3 Overhang 25%typical t Foot spacing -*- I t each end 13/4 ■ '" ? : `X ,{ ; 50%minimum , f �.' q _...j typical Lower roof edge Figure 8.Raised flange . tee' standoff(left)and flat Rafters top standoff used in con- junction with an L-foot. Figure 9. Low-profile layout 25%typical - 50%minimum each end -4-^"--- /: typical When determining the distance be Yp � tt€ tween the rails in high-profile mode, .` keep in mind that the center of each rail 1 will be offset from the standoff lag bolt 7/1 6--0- r, 1" '° ;l'"i holes by 7/16 of an inch. ? ' ;p 1 If multiple high-profile rows are to / (t f 1 "` 1 be installed adjacent to each other, v, i i Lt ~' it will not be possible for each row to , t n ii 1V,:', 1 i Foot -> --Iii 6 ° __ _:_ —_ spacing be centered above the rafters. Adjust \\111,;,/ 1 as needed following the guidelines in 'y 'E l Figure 10 as closely as possible. t Overhang Lower roof edge I 4, b --- 4-- Rafters Figure 10.High-profile layout Installing standoffs Ensure that the standoffs face as shown in Figure 9 or Drill 3/16-inch pilot holes through the underlayment Figure 10. into the center of the rafters at each standoff location. SolarMount steel standoffs(15/8"O.D.)are designed Securely fasten each standoff to the rafters with the two for collared flashings available from UniRac.Aluminum 5/16'x 31/2"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. Page 12 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNWRACr Installing SolarMount rails ''' Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they r1, slide in the slots. Installing Splices.If your installation uses - -- SolarMount splice bars,attach the rails together r„ - ; ,;�� (Fig. 11)before mounting the rails to the foot- � �'°<'_, -�r ings. Use splice bars only with flush installations �r �f 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. .� � r f' Mounting Rails on Footings.Rails may be Clamping f �"` r attached to either of two mounting holes in the bolt slot `.,`'" .. v y footings(Fig. 12).Mount in the lower hole for a ,,,',0'" -- low profile,more aesthetically pleasing instal- J�� / lation. Mount in the upper hole for a higher I- ;--y; profile,which will maximize airflow under the 1 ` _ ,„. �, Mounting modules.This will cool them more and may Footing t,-i / slots bolt slot enhance performance in hotter climates. I Slide the 3/a-inch mounting bolts into the footing i bolt slots. Loosely attach the rails to the footings u ,--) with the flange nuts. �'- Ensure that the rails are oriented to the footings 1.. 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. I <! 14). I 1,' i The opposite pair of rail ends will overhang the I' side of the installation area.Do not trim them I 1 1 1! off until the installation is 1', complete. �. 1` In low-profile mode(Fig. 13),either end of the I+-- Edge of installation area Edge of installation area rails can be aligned,but the first module must be Installed at the Figure 13.Low-profile mode Figure 14.High-profile mode 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. 13 UNIRACg 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 ",4,0 1, L'' /F"minimum �it , required,and you can proceed directly to"Installing the First Module"below. -1, ` If modules have standard J-boxes,each module should be prewired with one .E end of the intermodule cable for ease of installation.For safety reasons,module , �® ,bolt prewiring should not be performed on the roof. nut Leave covers off J-boxes.They will be installed when the modules are installed ' D on the rails. r 3 .Rail,_ Installing the First Module.In high-profile installations,the safety bolt and End clamp ° , 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 to glass)on the first module.Connect intermodule cable to the second module and -.L, y 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 secondrtt 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. Module 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. and flange/;'mod ngeb n ut ut { 3 I 1, Cr Rail r `Mi r d clamp (1 .!,,,,%...1 Figure 17 alms r—— , “ .0—-il i a I/1 III High-lipped module (cross section) iSPacer Lfl Low-lipped module ‘11-7,1!(cross section) I z ig '; ;` e -, � ''"'1 tr SolarMount tail 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. 14 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UNIRAC" Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount ;,Y 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 s. Planning the installation area.... 16 `�, .�� d'r Laying out and installing L-feet .. 17 f °°`.; Attaching modules to the rails... 18 (7 __.. Installing module-rail assembly.. 19 `'�� ��, „ ,• =% � Y i i/ \\` r / t f - 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 3 size torque(ft-lbs) /e'"footing /e""flange Rails L-feet bolts nuts '/+.. hardware /6.' 15 '/8 hardware °/b"' 30 SMR48 thru 106 2 4 4 4 SMR120 thru 180 2 6 6 6 SMR192 thru 216 2 8 8 8 CB Series Clip Sets(model no.= modules accommodated) '/,."module /," flange , Clips bolts nuts ® Stainless steel hardware can seize up, a process called galling.To significantly CB2 8 8 8 reduce its likelihood,(I)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 CB5 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 15 UNARAC 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 2.. 2" (Fig.20). -4--Distance between Use Arrangement A if the full width of the rails module mounting holes contact the module.Otherwise use Arrangement B. Caution:If you choose Arrangement B,either '- PV module I A (1)use the upper mounting holes of the L-feet or ! 7kili (2)be certain that the L-feet and clip positions don't ,ti s conflict. \Module bolt Clip `, If rails must be parallel to the rafters,it is unlikely Roil--,- '•;y that they can be spaced to match rafters.In that case, i add structural supports—either sleepers over the '': t-`oot—.-1,- -- roof or mounting blocks beneath it.These additional tag boll members must meet code;if in doubt,consult a pro- . `Ill fessional engineer. Distance between lag bolt centers Never secure the footings to the roof decking alone. 1/4' , 1/4- Such an arrangement will not meet code and leaves .E—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 I-.1 r'V — ., during installation.The width of a rail-module as- - a 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 Ll r a z i; assembly equals the total width of the modules. ,.,, ate,': , rr...... rgy Figure 20.Clip Arrangements A and B ”apr 16 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UN®RAW Rafters a v / 3 Laying out and Install ,al er Install later installing L feet ,' � L-feet are used for installation 1 1 ill through existing low profile roofing material,such as asphalt shingles or I; sheet metal.They are also used for i t most ground mount installations.To , ensure that the L-feet will be easily ' , I accessible during flush installation: Rails ■ • Use the PV module mounting I holes nearest the ends of the modules. • Situate the rails so that foot- ; l'' ing bolt slots face outward. 1 ; i 1 ; Use Figure 20 to determine spacing r between feet on opposite rails. t411. ' Lower Foot spacing(along the same rail) .. – roof v. � and rail overhang depend on design insl all 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 Rcuit;;rs rafters(Fig.21),install the t'. ; feet closest to the lower edge :-.1 t of the roof. r 1 Mounting j block • If rails are parallel to rafters (Fig 22),install the feet for do A one of the rails,but not both. � •j f Ka For the L-feet being installed now, t II drill pilot holes through the roof into the center of the rafter at each lag bolt hole location.Consult Table 4(p. t WI Install Install 8)to select lag bolts to meet design L ieei { L-feet wind loads. no I'� I later Squirt sealant into the hole and onto the shafts of the lag bolts.Seal the underside of the L-feet with a weath- (�' 't t l erproof sealant.Securely fasten the .. gl ti L feet to the roof with the lag bolts. { Ensure that the L-feet face as shown .. si in Figure 21 or Figure 22. I ,� + Mounting Hold the rest of the L-feet and fasten- I , Rails ' bloc k Oi ers aside until the panels are com — "1 plete and ready for installation. Figure 22.Rails laid out parallel to the rafters. Page 17 UN®RACg 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 UNNRAW 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 Or 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 Y8- 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 ' slolx �ly ��� 'r Mounting slots VJ Flange Footing 'N, nul boll slot Figure 23.Leg-to-rail attachment 19 UN®RACI 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 by AAMA 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 of ten(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 beVOID 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 fora of eriod five(5)years,from the earlier shall UniRac be liable for special,indirect or P )y with UniRac's written installation instructions, of I)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. U11111-MIC6' THE STANDARD IN PV MOUNTING STRUCTURES"' "g` UniRac,Inc. 1411 Broadway NE 505.242.6411 20 www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax 3 v a IlIPoW A a ., ,,,,_ "R � s;° * �,r(d .} fit$ trt ° '� �,„'., i . , „.. , , ..... ,,,........_:., ..„,,,,,,...._.,..... b ��` PVP1 10.0 to PVP5200 String Inverters Proven Reliability Now With an Integrated � z ' y - g AC and DC PV System Disconnect Listed to m the UL 98 Standard arty lie -' . �� E that Powered, Inc. continues to deliver industry leading reliability and technical innovations ,° � �� that lower the total cost of PV systems installation. PV Powered is now the only manufacturer < � of a residential inverter-integrated AC/DC PV System Disconnect that is listed to the UL 98 M1 Standard.The UL 98 Standard, called "Enclosed and Dead front Switches," ensures the . -,, .' ,.. - , integrated PVi Powered disconnect meets all installation and inspection requirements of a , PV System Disconnect. k�fi ° .v _ 1,,. Housed within an NEC Compliant wire raceway, PV Powered's innovative disconnect consists of one enclosure with generous working room for installation. In addition to providing for a y � single point of connection from the utility service and PV array, the wire raceway's optimized � � knockout locations also provide options for side, bottom and back entry with minimized -` conduit bending.The wire raceway enables flush side by-side mounting, eliminating the need ° for extra equipment and resulting in a cleaner, less expensive installation. t PV equip d's string inverters are backed by the industry's first nation-wide ten year warranty ° �: and equipment replacement program. Optional performance monitoring is available which 4 ncludes low cost, secure web based access to inverter status and performance history. a g0K N Y W,c y �Y FEATURES 14 oo Industry-Leading Reliability • Endurance tested to 20 year operating life °_1,aRel* • o-• o- • Lowest part counts and fewest interconnects eliminate common failure points .• Field-proven technology with thousands of units installed nationwide Integrated AC and DC PV System Disconnect • Listed to UL 98 Standard for use with PV Powered UL 1741 Listed string inverters • Robust testing of switch mechanism to UL 9 Standard,called "Enclosed and Dead Front Switches" • Single AC/DC switch visible and lockable in the OFF position ,ft �V� • NEC Compliant internal wire raceway enables flush side by side mounting • Direct-to-wall surface enclosure design allows for easy access and installation Easy Installation Example of Side-by-side Flush • Factory integrated inverter and PV System Disconnect eliminates the need for extra equipment Mounting on 16"Intervals • Interconnections reduced from 12 to 4 points, saving installation time and material costs • Field-configurable inverter grounding schema with simple jumper selection °° 073$i•ihson_Robley,ar ;.,; • Optimally placed knockouts for a variety of conduit routing options auv �roa�cu PO Sox,7348 areOgsignedand R Bentl OR 97708 Installer-Focused Support manur�t r�a�U�n 1 • No special purchase requirements to get the best technical support in the industry are f ly omQi an with ` , the8uy�lunentanAcjand :1 5 1312 3832 • Live technical phone support qu�ll'fi--;ects fundld WWW.PVPOWEREb COM bythefe al3tbngms Optional performance monitoring available ki; :'k `�" .,' .d�z' �,x" : '* s+ max'` �; �` +ter t °�,'+ r "' ' € p� .ry, ':'''':=-.'t'''—''''' ,c'c.x.,=* k-=t :a I r 5th€,-a s t o ,r. :..atr°�i r s ., a -s`s _?°' °"` �.k:5�§, .,: . ' z ,, —V• ,• e k. 1 4 s ! ' ;Perm + °" ;P.. '` ,,. . x "=5: . ` a '::,- ka ,a. ..k_,. DIMENSIONS .R■INNIIIIII Li MI PVP1100 to PVP3500 . K G _ ® — al 1. DRAINAGE PORT ' 1. 1' 7/e' Illi f.&? 0(~ n -_ S 3" �.. 3 1/6' ,iz.v.vo 4 3/8' 41/2" • iO I I ,I/� 6 1/2' BOTTOM VIEW �� —'��.'•.u. rx�w vrcve 'v" L 1Y PVP4600, PVP4800, PVP5200 INN_mml7 ® -yr K.o. /, ,. �� 11 �� 1/2'3/4"K.O. +" ' i DRAINAGE PORT lull ]/6. `M M lJ #lliiM 1. I 3 1/B' >3/4" 4 1/2" — 80110M VIEW ELECTRICAL SPECIFICATIONS MODEL PVP1100 ''PVP2000 PVP2500: PVP2800 ; PVP3000 PVP3500 PVP4600 ,PVP4800 PVP5200 Continuous Output Power(watts) 1100 2000 2500 2800 3000 3500 4600 4800 5200 Weighted CEC Efficiency(%) 90.5 92 94.5 92 93.5 95.5 95.5 96 96 Maximum DC Input Voltage(VOC) 500 500 500 500 500 500 500 500 500 DC Voltage Operating Range(V) 115-450 115-450 140-450 180-450 170-450 200-450 205-450 200-450 240-450 DC Minimum Start Voltage 130 130 155 195 185 215 220 215 255 DC,Isc Maximum Current(A) 26 26 26 26 26 26 48 48 - 48 DC Imp Nominal Current(A) 10 18 20 18 18 18 25 26 25 AC Maximum Continuous CUrrent'{Amps) 10 9 11 13 13- 15 23 ' > 21 23'' AC Nominal Voltage(V) 120 240 240 208 240 240 208 240 240 AC OutputVolfdge'Rarge(V) 105.6-132.5 211-264 211-264 183-229 211-264 211-264 183-229 211-264 211-264 AC Frequency Range(Hz) 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 MECHANICAL SPECIFICATIONS MODEL PVP1100 PVP2000 PVP2500 PVP2800 PVP3000 PVP3500 PVP4600 ',PVP4800 PVP5200 Inverter with Factory-Integrated AC and DC PV System Disconnect 1' : ,Y{,'--`F NEMA 3R-Steel tnc1osure,Wall Mount-8racketAncluded _ _- Temperature -25°C to 40°C Weight(Ib3) 55 65 70 80 80 ' '85' 135 135 135 Inverter with Disconnect Dimensions 30 3/8"H 30 3/8"H 30 3/8"H 30 3/8"H 30 3/8"H 30 3/8"H 35" H 35"H 35"H x 15 5/8"W x 15 5/8"W x 15 5/8"W x 15 5/8"W x 15 5/8"W x 15 5/8"W x 18 1/8"W x 18 1/8"W x 18 1/8"W x 8 1/4"D x 8 1/4"D x 8 1/4"D x 8 1/4"D x 8 1/4"D x 8 1/4"D x 8 5/8"D x 8 5/8"D x 8 5/8"D AGENCY APPROVALS MODEL PVP1100 > PVP2000 PVP2500 PVP2800 PVP3000 PVP3500 PVP4600 PVP4800 PVP5200 =' UL 98 13th Edition, Enclosed and Dead-Front Switches, UL 1741 Nov 2005 Revision, CSA C22.2 107.1 2006 Revision, IEEE 1547 Compliant, FCC Class A& B -P'C..,-..'!-::'z.,.4:,- --•.AUK _:. S A,., _: , _ ,.. N . e.f,€�� k T, Qf =5 ,, u,,, N III , Datasheet Crystalline PV Module , \ . CHSM6610P _,,,,, - ,,,..,,a,-zz;-,-;,---;.A==_I-_t-,-.,_, \ ' / \\ \\ 2n0,27:::;::= 2 a t ice,^ ,i` CAL SPECIFICATIONS STC rated output(Pmpp) 220 Wp 225 Wp 230 Wp 235 Wp 240 Wp 245 Wp 250 Wp PTC'_ Output 199.9 Wp 204.6 Wp 209.2 Wp 213.9 Wp 218.5 Wp 223.2 Wp 227.9 Wp -" Standard sorted output (Pmpp+5 Wp)>Nash>Pmpp cLLy Measurement tolerance +/-3% +/-3% +/-3% +/-3% +/-3% +/-3% +/-3% . - Warranted power output STC (Pmpp min) 22o Wp 225 Wp 230 Wp 235 Wp 240 Wp 245 Wp 250 Wp Rated voltage(Vmpp)at STC 28.02 V 28.40 V 28.78 V 29.16 V 29.54 V 29.92 V 30.30 V Rated current(Impp)at STC 7.86 A 7.92 A 7.99 A 8.06 A 8.13 A 8.20 A 8.27 A III Open circuit voltage(V«)at STC 36.92 V 37.14 V 37.35 V 37.56 V 37.77 V 37.98 V 38.19V Short circuit current(I«)at STC 8.46 A 8.49 A 8.53 A 8.56 A 8.59 A 8.62 A 8.65 A Module efficiency 13.4% 13.7% 14.0% 14.3% 14.6% 14.9% 15.2% Rated output(Pmpp)at NOCT 165.0 Wp 168.8 Wp 172.5 Wp 176.3 Wp 180.0 Wp 183.8 Wp 187.5 Wp Rated voltage(Vmpp)at NOCT 25.36 V 25.74 V 26.08 V 26.42 V 26.75 V 27.06 V 27.37 V li Rated current(Impp)at NOCT 6.51 A 6.56 A 6.61 A 6.67 A 6.73 A 6.79 A 6.85 A Open circuit voltage(V«) at NOCT 33.73 V 33.93 V 34.12 V 34.31 V 34.50 V 34.70 V 34.89 V Short circuit current(Is)at NOCT 7.12 A 7.15 A 7.18 A 7.21 A 7.23 A 7.26 A 7.28A Temperature coefficient a (Pmpp) -0.469%/K Maximum system voltage SCII 1000 Voc Temperature coefficient R (Is) +0.052%/K 1 1 Maximum system voltage NEC 600 Voc Temperature coefficient 6 (Impp) -0.008%/K Number of diodes 6 Temperature coefficient e (Vmpp) -0.463%/K i Maximum series fuse rating 15 A Temperature coefficient x (V«) -0.344%/K Normal operating cell temperature(NOCT) 43t APPROVED PRODUCT 6C,' c(2) us I s�;,5 , :, ' CE G ' Cz G • PV CYCLE 0 A CHNT COMPANY ASTR011EIRGY ASTROIlERGY QUALIFICATION AND WARRANTIES CELL TECHNOLOGY Product standard IEC 61215,61730/UL 1703 Cell type polycrystalline I Extended product warranty 10 years 1 Number of cells/cell arrangement 60/6 x 10 Output warranty of 90%performance Pmpp(STC) 10 years Cells dimension 6" Output warranty of 80%performance PmPP(STC) 25 years MECHANICAL SPECIFICATIONS MISCELLANEOUS Packing unit 22 modules Outer dimensions(L x W x H) 1652x45 65.04x 99 39.13 x4X 17mm 7 in 1 1 Weight of packing unit 480 kg/1056 lbs Frame technology Aluminum,silver anodized Module composition Glass/EVA/Backsheet(white) ARTICLE NUMBER(per panel) Weight(module only) 20 kg/44.0 lbs Front glass thickness 3.2 mm/0.13 in Power class Article No.(IEC) Article No.(UL) Junction Box IP rating IP 65 220 Wp 200016 200023 Cable length/diameter(UL) t000 mm/39.37 in/12 AWG 225 Wp 200017 200024 Cable length/diameter(IEC) 1000 mm/39.37 in/4 mm' 230 Wp 200018 200025 Maximum load capacity 5400 Pa 235 Wp 200019 200026 Fire class C 240 Wp 200020 200027 Connector type(UL) Multi contact type 4 245 Wp 200021 200028 Connector type(TUV) MC type 4 compatible 250 Wp 200022 200029 MODULE DIMENSION DETAILS Front view Side view Back view Frame cross section 994 nen/3.61 feet 45 mm/0.148 feet 16-35 mm X 85 mm/0.011 feet , 4_C �� _ X01328 feet 8 o 32mm/0.105 feet Drainage hole , t 4-055 m /0.018 feet '\ Gmund hole E \ E E 1 \ § m / E E E 8 -• f r 67 mm "\...„.....7._._._i 115 mm/0.023 feet x01338 feet li I Mourrorg hole \1 950 mm/3.n7 fee[ 12 mm/0639 feet ©Chint Solar(Zhejiang)CO,LTD.All rights reserved. Specifications and designs included in this datasheet are subject to change without notice. www.astronergy.com 0 Astronergy 102v P/10201' (21)240W panels on (2)PVP 3000 inverters with a total of 3 strings of 7