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HomeMy WebLinkAbout37841-Z Town of Southold Annex 8/28/2013 ��o�gUEfOt,�coGy P.O.Box 1179 cm c 54375 Main Road C o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36471 Date: 8/28/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1655 Old Farm Rd, Orient, SCTM#: 473889 Sec/Block/Lot: 26.4-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/28/2013 pursuant to which Building Permit No. 37841 dated 3/5/2013 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 electric solar panel system as applied for. The certificate is issued to Thompson,Elizabeth&Fahs,Marianne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37841 8/19/13 PLUMBERS CERTIFICATION DATED Al ' d Si ature �Qg�PFOt,�� TOWN OF SOUTHOLD o �a� 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#: 37841 Date: 3/5/2013 Permission is hereby granted to: Thompson, Elizabeth & Fahs, Marianne 165 E 118th St New York, NY 10035 To: construct a roof mounted electric solar panel system as applied for At premises located at: 1655 Old Farm Rd, Orient SCTM # 473889 Sec/Block/Lot# 26.-4-1 Pursuant to application dated 2/28/2013 and approved by the Building Inspector. To expire on 9/4/2014. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL - 765-.1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be.filled in by typewriter or ink and submitted to the Building Department with the following: A. 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&m 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. �. For existing buildings``(prioHo'-April 9;1957)"non-conforming uses,or buildings and"pre-existing"land uses: I. 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. C. Fees I. 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 buildingS50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $106.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of.Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: 1 Old or Pre-existing Building: (check one) Location of Property: 1�xs J5 ®k(� ��(M House No. Street Hamlet Owner or Owners of Property: ���1 (j� h L L I 2-CA k Suffolk County Tax Map No I000,'Section Block Lot ` Subdivision :.tiled Map. 'I Lot: Permit No. :.. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval- Request for: Temporary:Certificate• Final Certificate: (check one) . Fee Submitted:$ Applicant Signature Town Hall Annex �p� C©G Telephone(631) 765-1802 54375 Main Road c y� Fax (631) 765-9502 P.O. Box 1179 0 ' Southold, NY 11971-0959 91 roger.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Thompson Address: 1655 Old Farm Rd City: Orient St: NY Zip: 11957 Building Permit#: 37841 Section: 26 Block: 4 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: SBA: Sunation Solar Systems License No: 33412-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2940 watt roof mounted photovoltaic system to include, 12 Trina 245 watt panels, 1-Fronius IG 3000 inverter Notes: Inspector Signature: Date: Aug 19 2013 Electrical Certificate.xls SOUr�o� fl� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR` Fisher Engineering Services, P.C. PO Box 30 . Oakdale •New York 11769 Phone: (631) 563-9028 June 18, 2013 Building Department Subject: Engineer Statement for Solar Roof Installation Thompson Residence: 1655 Old Farm Road Orient ,New York 11957 Permit: 37841 I have verified the adequacy and structural integrity of the existing roof rafters for mounting the solar collector panels and their installation satisfies the structural roof framing design load requirements of the Residential Code of New York State. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic equipment for the above residence meet the requirements for wind and snow load and that the roof structure is adequate to carry the new loads imposed by the System. For the installation of the solar mounting, the rails are securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geo design criteria are not applicable to this solar installation. The solar collector system and the mounting assemblies comply with the applicable sections of the Residential Code of New York State- "Solar Systems" and loading requirements of roof-mounted collectors. This system has been installed properly at the above referenced residence. The installation is in accordance with the minimum requirements certified by this letter. I hope that this.letter serves and meets with the approval of the Building Department. 0r sv&�vp Sincerely, ; w IM William G. Fisher,YE. �d, Licensed Professional Engineer 659 D AUG 19 2013 Architectural Design•Residential•Light Commercial Additions•Extensions•Conversions Construction Estimates/Oversight•Expediting•Inspections BLDG. DEPT. TOWN OF SOUTHOLD FIELD MM N IROWT DATE CONIlV.IENTS �'QUND�i�`IOlat(XST� S FOUNDATION(2ND) � z �C4 cg ROUGH F AMNCx& — PLUNMING . INSULATION PEk N.Y. H STATE ENERGY CODE FINAL , ADD rioNAL COMMENTS rn 'Jo; . ,� z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL: Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans Yes TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Yes SoutholdTown.NorthForLnet PERMIT NO. J7 g l I Check Yes Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Q Storm-Water Assessment Form / Contact: Approved 3 20 i 3 Mail to:SUNation Solar Systems,Inc. Disapproved a/c 1217 Montuak Hwy.,Oakdale,NY 11769 Phone:631-750-9454 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT I,I 1 2 Date February 25, 2013 INSTRUCTIONS 1 ication be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o$ i 1 cale.Fee according to schedule. TpWN 6: g location of lot and of buildings on premises,relationship to adjoining premises or public streets or 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,an4 admit authorized inspectors on premises and in building for necessary inspections. (Signature SS T�aPPI �T %Na corppratit ELECTRICAL i�2 c �o� u y '1NS EECTUO �� c1--QUa a �� �d}d o" DOTED�� State whether applicant is owner,lessee,agent,architect,engineer,general cffArj tq Wj, bg bui General Contractor I>A7 F E E. b Y _ Name of owner of premises Elizabeth Thompson NOTIFY BUILDING DEPARTMENT AT (As on the tax roll or lat O 4 PM FOR THE If applicant is a corporation,signature of duly authorized officer FOLLOWING INSPECTIONS: Scott Maskin, President SUNation Solar Systems 1. FOUNDATION-TWO REQUIRED (Name and title of C corpora"�°�"�`r)J I-)i Q I O FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, Builders License No. 44104-H N °° I I€\1 A 9 =1 11 STRAPPING, ELECTRICAL&CAULKING Plumbers License No. N/A 1�" a _f 1 � 3. INSULATION Electricians License No.33412-MEry,­'I_q,�a,l 9�i' ��l°yr I �' `SF{L INAL-CONSTRUCTION &ELECTRICAL Other Trade's License No.N/A u V 1 1 1 G ,, 1 GE 1 e"� 1 `MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 1. Location of land on which propo�sled ork�will-b�d n '� 1�0 IREMENTS OF THE CODES OF NEW 1655 Old Farm Road House Number Street NOT RESPE)NSIBLE FOR NOR CONSTRUCTION ERRORS. County Tax Map No. 1000 Section 026 Block 4 Lot 1 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 Residential b. Intended use and occupancy Residential 3. Nature of work(check which applicable):New Building Addition Alteration ❑✓ Repair Removal Demolition Other Work Solar Panels flat on roof (Description) 4. Estimated Cost$19,950 Fee 0"/6 (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 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Pv*f Will excess fill be removed from premises?YES NO W 14.Names of Owner of premises Elizabeth Thompson Address 1655 Old Farm Rd.,Orient Phone No. 917-848-1541 Name of Architect William G.Fisher Address PO Box 30,Oakdale 1176`Phone No 631-7864419 Name of Contractor SUNation Solar Systems,Inc Address 1217 Montauk Hwy,oakdphone No. 631-7509454 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAYBEREQUIRED. 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❑✓ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S Olk ) Scott Maskin, SUNation Solar being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duty authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me ttus ,A V5- y of - OJ d 20 /2 FINE CATHCART Notary Public fi sOF Si gnatur Applicant SUFFOL_,GOYfIII'Y C�d-#-b1C_AOZIH833 COMMISSION E01RES 04/2712013 E C D �pF SOV JUL 15 .2013 Town Hall Annex elephone 111631 111 1 i THOID 54375 Main Road y (63 P.O.Box 1179 G ro er.riche . MIA Southold,NY 11971-0959 BUR DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: Company Name: a S S Name: License No.: 3 2, -tAlE Address: 2t-I K ArtE 16 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: (o cA n1 0 *Cross Street: *Phone No.: - g -151f! � Permit No.: 7�c f Tax-Map District: 1000 Section:—f;-6G Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �Y' tOGtV�f 117 S+Gt�Cct('b of G1 (�uQ�S • /;,2 Zonra 2Y5: X& + 3o O cuct;d (Please Circle All That Apply) Is job ready for inspection: YES NO. Rough In Final *Do-you need a Temp Certificate: YES NO Temp Informa7!2 ) *Service Size: 3Phase 100 150 200 300 350 . 400 Other 'kNew Service: t Underground Number of Meters Change of Service verhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form '<%/// >� //// SUNATiON SOLAR SYSTEMS Powering your world February 24, 2013 Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 1655 Old Farm Road, Orient, NY 11957 Dear Sirs: Enclosed please find a building permit for the installation of a Solar System on the above referenced location. If all is in order please return receipt in self-addressed stamped envelope Thank you for your consideration in advance. Very truly yours, aua—) Christine Cathcart _ .�.1.,.!. 1- ..­....r,.. . ., . '.:. _" . .. .,...,... 1 - 1 , .. �.. ..I T S -­­ � ...:..�w .". ..� .T....�.......-. I I" ..... 1 . ,. I..L ..- - . ... . .d... I.. ..-..I.. Q...- ., ... 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Smait i l An outstanding addition to the family:The next generation Fronius IG Plus inverter builds on a successful model with multiple enhancements, including maximum power harvest,a built-in six circuit string combiner,integrated,lockable DC Disconnect,significantly improved efficiency,and r unbeatable reliability. New,larger power stages U l,; expand the proven Fronius IG family from 2 to 4� , ? "� a 8 ;? 12 kW in a single inverter. i POWERING YOUR FUTURE http:i/www.wholesalesolar.comrinverters.htmI http:/lwww.wholesalesolar.comlinverters.htmI INPUT DATA Fronius IG Plus I 3.0-1 um I 3.8-1 um, I 5,0-i uxI I 6.0-1 uxi I 7,5-1 UM 10.0-i uxi I 11A-1 urn I 11.4-3 ud� 12.0-3�wszrr Recommended PV-Power(Wp) 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 9700-13100 1 9700-13100 110200-13800 MPPT-Voltage Range 230...500 V DC Startup Voltage 245 V Max.Input Voltage(at iao0 ww - 14'F(-I0*Q in open circuit operation) 600 V i Nominal Input Current I 8.3 A 10.5 A 13.8 A 16.6 A 20.7 A 27.6 A 31.4 A 31.4 A 33.1 A Max.usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 53.3 A I 56.1 A o Admissible conductor size(DC) No.14-6 AWG Number of DC Input Terminals 6 Max.Current per DC Input Terminal 20 A;Bus bar available for higher input currents OUTPUT DATA Fronius IG Plus 3.0-1 u. 3.8-1 ux, 5.0-1 uu� 6.0-1 uen 7.5-1 uni 10.0-1 uxi 11A-1 u, 11.4-3 ok. 12.0-3,,,m z Nominal output power(P,u;, j 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Max.continuous output power ` 104-F(40-C)208 V/240 V/277 V 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W - Nominal AC output voltage 208 V/240 V/277 V 208 V/240 V 277 V E`o Operating AC voltage range 208 V 183-229 V(-12/+10%) (default) 240 V 211-264 V(-12/+10%) 277 V 244-305 V(-12/+10%) Max.continuous 208 V 14.4 A 18.3 A 24.0 A 26.8 A 36.1 A 48.1 A 54.8 A 31.6 A n.a. output current 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47.5 A 27.4 A' n.a. o' 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 41.2 A n.a. 14.4/1 Admissible conductor size(AC) No.14-4 AWG Max.continuous utility back feed current 0 A E Nominal output frequency 60 Hz Operating frequency range 59.3-60.5 Hz a Total harmonic distortion <3 9. Power factor 1 GENERAL DATA Fronius IG Plus I 3.0-1 Ufa I 3.8-1 um I 5.0-1 ue° I 6.0-1 uni I 7.5-1 Ufa I 10.0-1 uxi I 11A-1 ux, 11.4-3 ode, 112.0-3 unenr Max.Efficiency 96.2% CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5 V. 95.0% 9 5.0 5Y° 95.5% 95.0% n.a. E 240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 96.0% 95.5% n.a. 277 V 95.551. I 95.5% 96.0% 96.0% I 96.0% 96.0% 96.0% n.a. 96.0% Consumption in standby(night) <1 W - Consumption during operation 8 W 15 W 22 W Cooling Controlled forced ventilation,variable fan speed s Enclosure Type NEMA 313 Unit Dimensions(W x H x D) 17.1 x 24.8 x 9.6 in. 17.1 x 36.4 x 9.6 in. 17.1 x 48.1 x 9.6 in. Power Stack Weight 31 lbs.(14 kg) 57 lbs.(26 kg) 82 lbs.(37 kg) E Wiring Compartment Weight 24 lbs.(11 kg) 26 tbs.(12 kg) 26 lbs.(12 kg) Admissible ambient operating temperature -4...122°F(-20...+50°C) t Compliance UL 1741-2005,IEEE 1547-2003,IEEE 1547.1,ANSI/IEEE C62.41,FCC Part 15 A&B,NEC Article 690,C22.2 No.107.1-01(Sept.2001) PROTECTION - DEVICES Fronius IG Plus I 3.0-i um I 3.8-1 uxi I 5.0-1 ur+i I 6.0-1 um I 7.5-1 ux, I 10.0-1 uxi I 11.4-1 uxi 1 11.4-3 DA. 112.0-3,,,,,,, Ground fault protection Internal GFDI(Ground Fault DetectorAnterrupter);in accordance with UL 1741-2005 and NEC Art_690 - DC reverse polarity protection Internal diode - Islanding protection Internal;in accordance with UL 1741-2005,IEEE 1547-2003 and NEC Over temperature Output power derating/active cooling per Phase N O O 0 N 7 W Q Fronius USA LLC Solar Electronic Division 10421 Citation Drive,Suite 1100,Brighton,Michigan,48116 E-Mail:pv-us@fronius.com o wwwJronius-usa.com http://www.wholesalesolar.comrinverters.html z e Technical ® e® ®® MRAC r , SolarMount Technical ®atasheet Pub 110818-ltd V1.0 August 2011 s SolarMount Module Connection Hardware.................................................................. 1 Bottom Up Module Clip MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount nodule Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..see alloys:6005-T5,6105-T5, 6061-T6 Up Clip ,- notey` ' Ultimate tensile:38ksi,Yield:35 ksi Finish: Clear Anodized Bottom Up Clip weight:—0.031 Ibs(14g) f�Bolt Allowable and design loads are valid when components are BeamJkA assembled with SolarMount series beams according to authorized ?� =` f UNIRAC documents Assemble with one'/<"-20 ASTM F593 bolt, one '/°-20 ASTM F594 serrated flange nut,and one%"flat washer t J Use anti-seize and tighten to 10 ft-lbs of torque ,..r Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- - party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER:Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, - Ibs(N) Ibs(N) FS Ibs(N) 4) j Tension,Y+ 1566(6967) 686(3052) 2.28 1038 (4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 X _ Sliding,Z± 66(292) 1 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted y ® A ® I ® tsli ! ® ■a �J I SolarNiount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D ` •Bolt Mid clamp material: One of the following extruded aluminum Mid ',Flan a Nut / alloys:6005-T5, 6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 Ibs (23g) 4 Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents - • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac'/0-20 T-bolt and one'/4'-20 ASTM F594 serrated flange nut \- Use anti-seize and tighten to 10 ft-Ibs of torque Beam ' ` Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ec 7 4EEN 11COULIS = L Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 - --- --- -- -- -- -' -- - - - Transverse,Z 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 1 490(2179) 1 2.44 1 741 (3295) 1 0.620 rX Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 Olt Ultimate tensile:38ksi,Yield:35 ksi Finish: Clear or Dark Anodized � End clamp weight: varies based on height:-0.058 Ibs (26g) __,.:_ €nd= Clamp Allowable and design loads are valid when components are Serrated � assembled according to authorized UNIRAC documents Flange Nut } Values represent the allowable and design load capacity of a single + end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated 1 Assemble with one Unirac'/<"-20 T-bolt and one'/<"-20 ASTM F594 ='s serrated flange nut Bea Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y \ party test results from an IAS accredited laboratory ► ` Modules must be installed at least 1.5 in from either end of a beam X Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, , Loads Factor, ` - - Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 1321 (5876) 529 (2352) 2.50 800(3557) 0.605 Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 'Dimensions specified in inches unless noted Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 1 'flg C Solari un� Beam Connection Hardware Solar Mount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 Ultimate tensile:38ksi,Yield:35 ksi Finish: Clear or Dark Anodized L-Foot weight:varies based on height:—0.215 Ibs(98g) Allowable and design loads are valid when components are Bea _ x' F r' i assembled with SolarMount series beams according to authorized Bolt UNIRAC documents r L-Foot For the beam to L-Foot connection: •,;.'` f •Assemble with one ASTM F593%"-16 hex head screw and one errated ASTM F594'/6'serrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an [AS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be 0-X sure to check load limits for standoff, lag screw,or other attachment method Applied Load Average Safety Design Resistance :a hrr Mk Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y-13258(14492) 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 " UNIRAC Data-sheets- SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 14" HEX HEAD SCREW V44"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR 0 3/8" HEX BOLT SLOT FOR 1.385 3�" HEX BOLT .387 .750 1207. y y 1.875 ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a TS M PA05 The Universal Solution QModule can bear snow loads up to 5400Pa and wind loads up to 2400Pa 4Guaranteed power output (0—+3%) ?' T `I High performance under low light conditions (Cloudy days, mornings and evenings) ® Independently certified by international certification bodies` CurrentlyTrina Solar's most popular panel.Versatile and adaptable,with power output ranging from ISO Manufactured according to International 225to245Wp,the TSM-PA05is perfect for large- Quality and Environment Management System scale installations,particularly ground-mounted and (IS09001, IS014001) commercial rooftop systems.Using reliable and carefully selected components that are tested at the Trina Solar Center of Excellence,this panel comes with a 25-year performance guarantee of 80%power production. linear performance Addglo„al I a. ►�e fr warrant ar. , a Warranty E 10 year;pradt ct warranty " bulb } 25 year linear power warranty_ I Years 10 _ 15V. __. -20 _._. .6..o-25,t Trina solar(U.S.),Inc. Founded in 1997,Trina Solar is a vertically integrated PV manufacturer,producing everything 100 Century Center, from ingots to modules,using both mono and multicrystalline technologies.By the end of Suite 340,San Jose CA9S112, 2011,the company will have a nameplate module capacity of 1.9GW.Trina Solar's wide range USA of products are used in residential,commercial,industrial and public utility applications throughout the world. T +1 800 696 7114 F +1 800 696 0166 Only by matching an efficient cost-structure with proven performance will we,as an industry, E usa@trinasolar.com achieve grid parity.And at Trina Solar,we have both. .. 40 Oran solar The power behind the panel 'IEC6121s,IEC61730,UL1703,TUV Safety Class II;CE I W-NAUS I he Universal Solution 37.05 inches 9m 1°ODW/m2 - gm e-OR HOLE o JUNCTION 7m Box I bUJw1M2 bm I NAMEPLATE ¢ 5m 600W/m2 c v 4-O 9x12 INSTALL IN HOLE U 4.m m c 3. 200W/m2 2m i 1m 90 0m u - to 0.m 1 Wo 20-m 30.m 40.1 c LO4 GROUNDING HOLE n Voltage M q- rD Efficiency up to 15 0% j v Wattage T�up,to 245W._ U c A A r, t' Years warranty 25 4 Certification I I 1 1.57 inches 39.05 inches � UL OS Back View A-A a. a �• o e ,7A Peak Power Watts-PmA,(WP) 225 230 235 240 245 -.... ----- --- ° _ .... Power Output Tolera nce-P (/6) 0/+3 0/+3 0/+3 0/+3 0/+3 Maximum Power Voltage-V,,x(V) 29.4 29.8 30.1 30.4 30.7 Maximum Power Current-IMRP(A) 7.66 7.72 7.81 7.89 7.98 Open Circuit Voltage-Von(V) 36.9 37.0 37.1 37.2 37.3 Short Circuit Current-1,c(A) 8.20 8.26 8.31 8.37 8.47 Module Efficiency nm(%) 13.7 14.1 14A 14.7 15.0 Values at Standard Test Conditions STC(Air Mass AM1.5,Irradiance 1000W/m2,Cell Temperature 25°C) o. . Solar cells Multicrysta I line 6 inches(156 x 156mm) Nominal Operating Cell 46°C(±2°C) Cells orientation 60 cells(6x10) Temperature(NOCT) Module dimension 64.95 x 39.05 x 1.57inches(1650 x 992 x 40mm) Temperature Coefficient of Pmpp 0.450/b/°C Weight 43.01b(19.5kg) Temperature Coefficient ofVoc -0.35%/°C Glass High transperancy solar glass 0.13inches(3.2mm) Temperature Coefficient of Ise 0.05%/°C Frame Anodized aluminium alloy -- --------- J-Box IP 65 rated Cables/Connector Photovoltaic Technology cable 0.006inches2(4.Omm), 39Ainches(1000mm),MC4 Maiximum RaitifigS Watt-fit' gin_y Operational Temperature -40-+85°C. 10 years workmanship warranty Maximum System Voltage 60OVDC 25 years linear performance warranty Max Series Fuse Rating 15A (Please refer toTrina Solar product warrantyfordetails) �I Modules per box 25 pcs �I Modules per 40'container 650 pcs CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Tr i n-a S®I a r m July 2011 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to change without notice. www.trinasolar.com I I I 2,880 W SYSTEM SIZE MODEL T5M-PA05-240 TRINA 240 WATT EA., G4.9101- x 30.05"W x 1 .81 "D, 17.G2 FT2 43.0#/MODULE (2.5#/SF) RAFTERS HOUSE: 211 x8" @ I G" O.C. (TYP) SOLAR MODULE ARRAY- RIDGE ACD 12 MODULES TOTAL PHOTOVOLTAIC M5P (� MODULE (TYP) UM I(T.B.D.) wLn Existing Hot „y�� K'� - {'�' "9n!7MIi .: ":9PS,, iF,P { t �' ! $'•°''rppr.'.# ,a.,:. 'ca; a7''0.'M' ':?1,,;.' j'', •:.v,'r'i .s Water Array to , y;� ..r � .;w�." � �'.; r • z ____ , od`t'. A °'.' d sJd',' .a'4 ;'"!,y j..,'. a+..•F k•i' i, '' n/ . 14 y` be Removed ..??t'"�'" 'F �yww %'W.:r.':�'v�<.f�.'�',. .... .• N � bx.Y ,�#aj ,�,�y f�,,;,,��,�.�•�4�,�k:�.yi°:.W. ,fro%,a. ..x�a8i"�!',i.t� M ('.. y,�R�'r9r, �,h�„3t",tri.,«.� ,r. "_ U N I RAC SYSTEM @ •'IA.'P:, b.(; wai '., 6 9 y��,.: �', t,t r t •y •F ,1�. :.p`. 'p. '4:• '%'9'.. .-y'if'` v f..t}r ,' 'i 14, (TYPICAL RAIL del •"'� :'r 1.g., , a. :6' ACROSS EACH ROW O w Q OF ENTIRE �,y� ( y ARRAY) ; Onl Two Shown for .. s. " : ,.;'3. ,. w . X11 :I. , v Clarity) Lu '�' a:mw'°#nk.f.d6'NI ••.',.'.:' ?i•'% `'4, (# .."„ f I (t '.t�b„• a'A'Y`.Y1if r#,':4 F:° '�N.} .�. .R.'3 Y :(w'r,.. >„ ...' .• � �P' . �.. O � "'� q�^:'`"'�.: a -�Me"'"MMi.'P:�1 �M""} ""�MG 'a,s.' � ' .t{ _:'' ':;. �,ti• ��f...�, ;.vd,,r,,;`�'',..` h .% .��ao� r� n r: �.,;� ,'�•' ,. .. _ err # v J L •! .. `.14 ,iR+ stY. dfW,: n,•:. 1"I ':' c 'y'1n1 t:Y t Ln z W'2A LU o - � ROOF 12 MODULE ARRAY = O J AREA I t 1FULL I I OU5E ROOF FLAN T Exterior PVC Conduit SCALE: NTS g LEGEND Existin SOLAR Solar Q I Inverter Location DISCONNE T Array © M5P Main Service Panel © 5P Sub-panel O UM Utility Meter ® ACD A/C Disconnect INVERTER ( 1 ) ® B B asement Location FRONIUS IG+3.0 20,_g„ INV U FARTIAL H (DU5E ROOF FLAN ; Grounding ,^,// °- Electrode L� ° A SCALE: 114" = I '-0" Q W - U AC DISCONNECT UCO �/ROOF PITCH G: 12 - MAX. SPAN: 13 FT W > Z q.J z0 (n � � ^ J E FASTENED REQUIREMENTS: o z_ 3 TOTAL ARIRAY AREA = 2 1 2 SF NOTES U L/ WIND LOAD: ASCE 7 (SEE CALCULATIONS THI5 SHEET) 4 1 .5 P5F EXIST. POWER PANEL Q W o An 18" wide clearing (free of solar equipment) MOUNTING BRACKETS AND HARDWARE MEET OR PP L Z o � TOTAL UPILIFT 41 .5 P5F x 2 1 2 5F 8,782 L55 Shall be provided along at least one Side of the � z roof rid eon the same side as the solar EXCEED NYS CODE REQUIREMENTS FOR THE O FASTENER',: 9 or n another id o the rid e that DESIGN CRITERIA FOR THE TOWN. i 0 o Z d SOLARMOUNT LAG SCREW SPEC 203 .2, 8104: (FLAT WASHERS REQ TO BE equipment o r s e 9 IM/ > W CL: o USED WITH LAG BOLTS) does not have solar equipment on it. In addition, THA0RCNYS TUAL IN-FIELD ATTACHMENT TO THE ROOF O W an 18 wide pathway (free of solar equipment) WI EET OR EXCEED NYS RESIDENTIAL CODE LAG BOLT WITHDRAWAL VALUE; 5/ 1 G" DIA. , 2GG LB/IN X 2-IN THREAD DEPTH= shall be provided from at least one eave or utterEXIST. METER M �, L 532 LB. CAP. EACH p 9 20 REQUIREMENTS. 0 MIN. NUM15ER OF LAG BOLTS REQ. = 8,782 LBS 1 532 LBSILAG BOLT = 17 connecting to that 18 roof ridge clearing. 18 L TOTAL RAJ L FEET = 15 2 RAI L FT 17 BOLTS = 3'-0" 2. Roof shall have no more than a Sin le layer of MAXIMUM1 SPAN BETWEEN MOUNTING FEET BOLTS "X": USE 3'-0" MAX. roof covering in addition to the solar equipment. 3. Installation of Solar CgUIpment Shall be PHOTOVOLTAIC MODULE SYSTEM ONE LINE DIAGRAM (TYF) flush-mounted, parallel to and no more than idge Seal THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR G-inches above the surface of the roof. Rail SCALE: NT5 �ov: NEvv BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05 RCNYS 2010. A, PMG.p, 0 4. Weight of the installed System Shall not exceed Rafter co Wind Load Calculation: more than 5-p5f for photovoltalc5 and no more BUILDING REVIEW NOTE ASCE 7-05: Partially Enclosed Building Design (Assume Worst Case) than G-p5f for residential solar hot water systems. nk � TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED Low Rise Building; h<=GOft: Mean Height ; h=30ft RAIL O Roof Span DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS MOUNTING FOOT Wl MOUNTING FEET POSITIONED OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE 074659 �4� 1 . Directiionality Factor: Kd per Section G.5 .4.4, (Table G-G : Kd-0.85 BUTYL RUBBER MEMBRANE OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE 0.0 1 BETWEEN FOOT t OVER ROOF RAFTER MEMBERS COMPLIANCE WITH THAT CODE, THAT RESPONSIBILITY 15 GUARANTEED 2. Importtance Factor: per Section G.5.5, (Table G- I ) Category I(; I = I .O ROOF SHINGLE OR NO CALK PER MFGS REQUIREMENTS ROOF SECTION (Typ) UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED V� SCALE: NTS DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HA5 BEEN 3. Vel ociity Pre55ure Coefficient: Kh per Section G.5.G.4 FLASHING 3" STANDOFF PHOTOVOLTAIC MC>DULE INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEES (>=xpoSure Category C per G.5 .G (Table G-3); Kh=0.98 MOUNTING FEET PER RESIDENTIAL RAIL IS DESIGNED AND WARRANTED BY THE BELIEF A D INFORMATION THE WORK IN THE DOCUMENT 15: CODE OF NEW YORK STATE ROOF MANUFACTURER FOR LOADS UP TO 50 LBS/SQ. FT. Date: 4. TO o ra hic Factor: K-t per Section G.5 .7 (Lon l5land); Kzt= I 'CONfORM5 WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE 2- 18- 13 p p p 9 PENETRATIONS CHAPTER 9 (TYP) RAIL (APPROX. 125 MPH WIND) WHEN INSTALLED AS 29UBM15510N 5 . Gust Factor: G per G.5 .8. 1 , G=0.85 REQUIRED BY THE MAUNUFACTURER. 'CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW G. EX osure Classification: per Section G.5.9 = II TAI-LFEET \ _ TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AtIDPUBLIC WELFARE Scale: AS SHOWN p p •a�„minum � NOTE: THE MOUNTING FEET MUST BE ATTACHED TO 15 THE RESPONSIBILITY OF THE LICENSEE 7. Internral Pressure Coefficient: GCpi per Section G.5. 1 1 . 1 , Table G-5; GCpi=0.55 IIXII (MAX FOOT SPAN) THE BUILDING RAFTERS OR FRAMING (NOT JUST THE 8. External Pressure Coefficient: GCpf per Section G.5 . 1 1 .2. 1 , Figure G- 10; ROOF DECKING). USE 5/ 1 G OR 3/8 DIAMETER LAG STRUCTURAL STATEMENT # 12248 MAX. SPAN BETWEEN BOLTS AND DRILL PILOT HOLE. FINAL TIGHTENING GCpf=0.80 ;~ MOUNTING FEET = '48' SHALL BE BY HAND. ALL INSTALLATION PROCEDURES THE EXISTING STRUCTURE 15 ADEQUATE TO SUPPORT THE NEW LOADS Sheet No. 9. Velociity Pressure: qh per Section G.5. 1 0: <'> SHALL BE PER MANUFACTURER'S REQUIREMENTS. IMPOSED BY THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT q h=(0.0025G)(Kh)(Kzt)(Kd)(V n 2)(1) PHOTOVOLTAIC MODULE SECTION NOTE: SHEAR. THE EXISTING RAFTER SIZES * DIMENSIONS CONFORM TO RCNYS qh=(O.0025G)(0.98)( I )(0.85)( I 20 ^ 2)( 1 ) SCALE: NTS Modules and panels and any mounting hardware provided TABLE R802.5.I(I) - RAFTER SPANS h-30 7 TOTAL ROOF DEAD LOAD I 0#/SF NOTE: shall withstand, without evidence of structural or q (ROOF) + 2.5#/SF (MODULE) FASTENERS SHALL NEVER EXCEED 48" BE-TWEEN RAIL mechanical failure, 1 .5 times the design load when tested CLIMATIC � GEOGRAPHIC DE51GN CRITERIA - TABLE R301 . 2( l ) '" 10. Design Wind Load per Section G.5. 1 2 = 1 2.5#/5F TOTAL FEET PER MANUFACTURER a5 specified below. The design load 15 to be 30 p5f p=ghl(GCpf-GCpi) downward(po5itive) or upward (negative). All glazing GROUND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE5HIELD FLOOD members Shall be of such 5trencjth to withstand these SNOW DESIGN DESIGN UNDERLAY- HAZARDS p=30.7(+0.80+0.55) RAIL INSTALLATION GUIDELINES loads. The modules, anel5 and an mountin hardware LOAD Speed CATEGORY WEATHERING FROST LINE TERMITE TEMP MENT p=3CJ.70 .3 5) PER MANUFACTURE'S p y g (mph) DEPTH REQUIP,ED MOUNTING BRACKET MATERIALS ARE shall be factory tested under these loads for a period of MOD. TO SEE p=4 I .5 psf REQUIREMENTS NON-COMBUSTIBLE IN ACORDANCE WITH RM 2301 .2.2 30 minutes. (Downward * upward forces Shall not be 20 PSF I zo B SEVERE s�-o° HEAVY I I deg NA PLANS AND CONSIST OF ALUMINUM L BRACKETS applied simultaneously.