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Home My WebLink About35849-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 9/22/2011 CERTIFICATE OF OCCUPANCY No: 35230 Date: 9/22/2011 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4880 DEPOT LA CUTCHOGUE, SCTM #: 473889 Sec/Block/Lot: 96.-2-3 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 8/20/20 ! 0 pursuant to which Building Permit No. Lot No. fried in this officed dated 35849 dated 9/10/2010 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: solar panels on an existing building and electric work as applied for. The certificate is issued to East End Realty LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35849 10/8/10 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35849 Z Date SEPTEMBER 10, 2010 Permission is hereby granted to: EAST END REALTY LLC 112 NEW SOUTH ROAD HICKSVILLE,NY 11801 for : INSTALLATION OF SOLAR PANELS TO AN EXISTING BUILDING AS APPLIED FOR at premises located at 4880 DEPOT LA County Tax Map No. 473889 Section 096 pursuant to application dated AUGUST Building Inspector to expire on MARCH CUTCHOGUE Block 0002 Lot No. 003 20, 2010 and approved by the 10, 2012. Fee $ 250.00 Authorized Signature Rev. 5/8/02 COPY '['ovm I lall Am wx .~ 1373 Mare Road P.O. Box 117!t Soulhold, NY l 1!)71-0939 Telephone (631) 76,M8t)2 Fax (631) 76.5-9,502 ro.qer, richea~town.southold.n¥.us 1~1 ILI)IN(; I)EI'ARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Produce Packing Facility Address: 4880 Depot Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: "~,<~ (,~ ~-[ ~ Section: 96 Block: 2 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Frank Electric License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Wall Fixtures ~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures [~ CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixtur,~u Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures [~ TVSS Other Equipment: Notes: install 125a sub panel and "power saver" Inspector Signature: Date: Oct 8 2010 81-Cert Electrical Compliance Form INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]I~.NSIJLATION FRAMING / STRAPPING [VI FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FI HE RESb"T,Vfl'C0NS~UCTI~ [ ] ~ ~~ ~~ REMARKS: //--~r/-~-~ ~ ~.~../~ ~'~/~/~-//~, ~, ,~//~ DATE~~// ~'-~i~SPECTOR ~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ENERGY SOLUTIONS POWER 2 PROFIT September 16th 2011 Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Dear Sir/Madame: Please find enclosed the as built letter for installation ora Photovoltaic system at 4880 Depot Lane, Cutchogue NY 11935, Permit Ct 35849 Z. If you have any questions please do not hesitate to contact me at the number below. Regards, Tom Cascy Tom.c~p2pes.com 631-981-8100 ex 302. 60 I PORTION ROAD. SUITE 2 I t RONKONKOMA, NY I I ?79 (63 I ) 98 1-8 I O0 VOICE ((53 I ) 98 I -2240 FAX VVWW, P2PES.COM Michael F. Morbillo, AIA Principal September 13, 2011 Building Department Town Hall Annex Building 54375 Route 25 P.O. Box l 179 Southold, NY 11971 Re: Solar Panel Installation Certification, Shulman Produce Shippers, 4880 Depot Lane, Cutchogne, NY 11935 Dear Sir/Madame, This letter is to certify the above installation for compliance to the Building Code of New York State for installation of Solar Panels. 1) 2) 3) 4) The existing roof structure is strong enough to support the additional weight (3.0 lbs/sq.ft.) of the solar units. The mounting brackets and hardware meet or exceed the Building Code of New York State for the design criteria for the Town of Southold. The actual in field attachment to the roof meet or exceed The Building Code of New York State requirements. Installation of solar panel complies with 120 mph wind design loads. If you have any questions, then please contact me at my office at (631) 471-9500, ext. 202. Thank you for your attention to this matter. Sincerely, Architect Phone · (631) 471-9500 Fax · (631) 471-9510 Email · info@ENSPIREpllc, com Web · www. ENSPIREpllc. com Enspire Design Group, PLLC 1650 Sycamore Avenue, Suite 19 Bohemia, New York 11716 FOUNDATION (1ST) _% ~ FOLrNDATXON (1ND) ~? . ROUGH FRAMXNG &PLUmBInG . ~ STATE ENERGY cODE ', ~~ //~/ ' ' ~~ ~o~ , , ~ ' '"~/-'~" ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Examined f/0,20 }~ Approved c]](,>, 20 } ~ Disapproved a/c Expiration AUG 2010 P~RMIT NO. '~ ~"~ BLDG DEPT. TOWN OF SOUTHOLD Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: [CATION FOR BUILDING PERMIT Date INSTRUCTIONS ~ 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 fxom 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 cons'auction 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. I Power 2 Profit Energy Solutions ] (Signature of applicant or name, if a corporation) 601 Portion Rd, Ste 211, Ronkonkoma, NY 11779 I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder IGc / Electrician I Name of owner of premises least End Realty. LLC I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer [Frank Monroig, GMI (Name and title of corporate officer) Builders LicenseNo. Plumbers LicenseNo. Electricians License No. Other Trade's License No. ~ [Exp. 3/1/2012 ] 133692-ME I IExp' 6/1/2°11 I Location of land on which proposed work will be done: ~ I Depot LaneI House Number Street Cutchogue ] Hamlet County Tax Map No. 1000 Section ~ Block ~ Lot Subdivision Filed Map No. Lot (Name) TOWn of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FOR~ ~.~ ~ L(~A~. &CT.M-~: ~~ MAY ~QUI~ ~E 8~MI~N ~ A ~O~WO~ - ~0~8~ ~N~U~ON ~ / WO~~ ~ Y~ No · ~ ~.) V~ C~ ~. ' - J ~ ~ M~ ~ any ~ ~ ~;~,~: ~ ~b One H~ (10~ ~ ~ a ~ ~ / In~b~~ ~m~(1)~ ~i~ E~ F~n (t~) ~ ~V~l ~ ~ I I / ~A~OF~yo~ ~,, ~, ,. GONNIED. BUNCH CO~ OF ...~,,~.[~.~... ~ No~ Public, ~te ~ N~ Yo~ No. 01BU6185050 ............................................. ~mc~ ........... , ~, ~:~'~B'~, ~) .................................. ...... ~.~.~ .................... ~o~_.~ .......... ,~..o OWNER TOWN OF SOUTHOLD I~OPERTY STREET /7/~' ~0 VILLAGE RECORD CARD IMP. · TOTAL DATE J REMARKS W DIST,I SUB LOT TYPE OF BUILDING MICS. Mkt. Value ~ , NEW. * ,/_$ ~IoORMAL I '1,/ DVE Tillable ~l FRONTA~ ON WATER Wo~Iand~J ~---~ FRONTAGE wr- ;-m ON ROAD Meadow~d. ~ DE~H Haus~ ~ ~ ~ BULKH~D , Tot~ ~ --, ~ ~ LOR · 96.-2-.3 1~8 ExtensiOn Porch Porch Breezewoy Goroge · Foundation I ~,/,,o g,' , Basement . Ext. Walls ,~ Fire Place Roor~ Dormer Both ' - 'r inette J Floors 'nterfor'Fihish I L~. Heat DR. Raems Ist Floor BP,. Roo~s 2nd Fh Drivewoy ' FIN. B 06~15-10;13:16 151~22~345 ¢ 1/ 2 Town Hall ~mcx 54375 Mare Rc~d P.O. Box 1179 5outhokl. NY 11971~959 Telephone (631) 765-1802 ~.'tx (631) 7657,050.2. roger, richert~,town.soumom ny.us B I IlLDIN (; DEPARTMENT TOWN O1' $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~,~, Company Name: Name: License No.: Address: ,¢~//~2 Phone NO.: ..~"//'~ JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: ~G, _ Block: ~ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Pl,ase Circle All T.at Apply) ~F~ *Is job ready for inspection: ~ NO Rough In *Do you need a Temp Ce~ificate: YES~ Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Se~¥ice Overhead PAYMENT DUE WITH APPLICAT ON 82-Request for Inspection Form Town Hall Annex 54375 Ma~n P.O..Box 1179 . .Southold, NY 119714)0~9 TOWN OF 8OT. rFHOLr~ APP.LIOATION FOR F:LFOTRIOAL INSPF:OTION JOBSITE INFORMATION: (*IndiCates required information) *Name: *Address: *Cross Street: ~ ~ ~. ~ ~ - . O~L~ *mone No.: Pe~t No.: "~'~ ~ ' - T~ ~p Dis~: 1000 Se~n: ~ ' BIo~: *BRIEF DESCRIPTION OF WORK (Please Pdnt.~) (Please Circle All That.apply). *lsJOb ready for Inspection: .*DO you riced a Temp Certificate: Temp-lnformation (If needed}. *8ervioe size: 1 Phase 3Phase *New Service: NO Rough In ~ NO ' . 100 150' 200 Re-connect Underground Number of Meters 300: 350 400 Change Of Sen/ice Other Additional Information: Overhead f,~75 Ma/u lload P.O..Bat . ~, NY 1 BUn.nlNG DII'AICI'MEt~ TOWN OF 8OLITl{Ol..O APPLICATION FOR I~L~GTRICAL INSPECTION REQUESTED BY: /~)~P~r~ ~)O~--q::::)1 Date: .' JO~ITE INFORMATION: (qndi~tes required ~fo~ti~) ~RIEFDESCRI~IONOFWO~(p~.p.ntC~) /ff (Please. Cirde Alt That ApPly) *la.job reedy for inspection: YES I NO Rough In'" Final .*Do you need a Tamp Certificate: YES I NO Tamp'Info.nation (If needed}- *aervtce 81ze: 1 Phase ~ 100 t50 200 300 350 400 Other *New Sen/ice: Re-connec~ Underground Number of Meters Change of Service Oven~ead Additional Information: PAYMENT DUE WITH APPLICATION Sent By: ; 516-228-8608; Aug-13-10 10:12AM; Page 1/1 ~ iE F=,O--r L..,A CERTIFIED TO: EAST END REALTY, LLC KENNETH PREGNO AGENCY, LTD, KPS 7573 COMMONWEALTH LAND TITLE INSURANCE CO, EAEEM£NTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORD£¢, JOB NO. F$550 REVISIONS: S,C,T.M. DIST. ?000 SEC. 96 BLK. 2 LOT 3 SURVEY OF PROPERTY SITUATE AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE 1" = 60' APRIL 30, 1996 N"O. 49654 f MASTER .*,*~ EL___ECTRICIAN bythe County ot Suffolk 1~3592-ME O8/O5/2O03 08/01 SUFFOLK Co[~NTY EXECUTIVE'S OFFICE Of CONSUMER AFc=AIRS This certifies that the bearer is duty licensed by the County of Suffotk HOMEtMPROVEMENT CONTRACTOR LICENSE RYAN SURDI R & B QUALITY ELECTRIC INC !6-H 01/22/2009 01/01/2011 Length 65.94 in (1675 mm) Width 39.41 in (1001 mm) Height 1.34 in (34 mm) Weight 48.5 lbs (22 kg) Frame Aluminum Sunmodule ' SW MONO World-class quality SolarWorld products are manufactured in state-of-the-art factories according to strict German and US quality, labor and environmental standards. Award-winning products SolarWorld modules were ranked number one in two consecutive tests carried out bythe Photon trade magazine in 2008 and 2009 with up to 12% more yield. SolarWorld Plus-Sorting Plus-Sorting guarantees the highest efficiency of the installation. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. 25-year Linear Performance Guarantee* SolarWorld guarantees, over 25 years, that the modules' performance will not decrease by more than 0.7% per year - a distinct added value compared to the two-tiered guarantees usual in the industry. SOLARWORLD www. solarworld-usa.com We turn sunlight into power. Sunmodule SW 245 MONO PERFORMANCE UNDER STANDARD TEST CONDITION5 (STC') SW 245 Maximum power Pm~ 245 Wp Open circuit voltage V~ 37.7 V Maximum power point voltage vm~ 30.8 V PERFORMANCE AT 800 W/ M2, NOCT. AM 1.5 *STC: 1000W/m~, 25°C, AM 1.5 SW 245 Maximum power Pmu 170 Wp Open circuit voltage V~ 34.4V Maximum power point voltage Vn~" 28.1 V Short-circuit current I. 6.65 A Maximum power point current Iw, 6.37 A Minor reduction in efficiency under parUal load conditions at 25°C; at 220 W/re', 95% (+/- 3%) of the STC efficiency (1000 W/mt) is achieved. COMPONENT MATERIA L5 Cells per module 60 Cell type Monocry~talline Silicon Cell dimensions ~.56 mm x 156 mm Front tempered glass (EN12150) TH ERMA L CH ARACTERISTICS NOCT 47 °C TC V ~ -0.33 %/'C 6~.S) 3780 (960) (66) 670 221) ~ 035 (9) 3740(950] (1675) 134 SYSTEM INTEGRATION PARAMETERS Maximum system voltege SC II 3.o00 v Maximum system voitege USA NEC 600 V Maximum reverse current 16 A Increased snowloed ~cc. to I~C61215 5.4 kN/m' ADDITIONAL DATA FTC rating Junction box Module efficiency Power tolerance* +/-3% SolarWorld AG reserves the right to make specification changes without notice. This data sheet corn plies with the requirements of EN 50380. Sunmodule panels are manufactured in ISO 9001:2000 ceKdfied facilities · UL 1741/IEEE 1547 · 10 yr. standard warranty · Highest CEC efficiency in its dins rated AC and DC string combiner · Sealed electronics · ~SMA > Idaai fm r~iden~d m · Sunny Tower comp~ble SMA il proud to ~ °ur ~ line of i~ updated with our latest technology and designed ~lly to meet IEEE i547 ~irements. The Sunny Boy 6000US and Sunny Boy 7000US are also compatible w~ $~'$ new ~ny Tower. Increased efficiency means better performance and shorter payback ~AII three m~ are field, configurable for positive ground systems making them mom versalile than ever. W'~rlh over 750,000 fielded units, Sunny Boy has become the benchmark for PV inverter performance and reliability throughout the world. c( us / 7000US Recommended Max. PV Power (Module STC) Max. DC Voltage Peak Power Tracking Voltage DC Max. Input Current DC Voltage R~pple Number of Fused String Inputs PV Start Voltage AC Nominal Power AC Maximum Output Power AC Maximum Output Current I@ 208, 240, 277 V) AC Nominal Voltage / Range AC Frequency/Range Power Factor Peak Inverter Efficiency CEC Weighted Efficiency Dimensions W x H x D in inches Weight / Shipping Weight Ambient temperature range Power Consumption: standby / nighltime Topology Cooling Concepl Efficiency Curves Mounting location Indoor/Outdoor (NEMA 3R} LCD Display Lid Color: aluminum / red / blue / yellow Communication: RS485 / W~reless Warranty: 1 O-year Compliance: IEEE-929, IEEE-1547, UL 1741, UL 1998, FCC Part 15 A & B Specifications for nominal conditions www. SMA-America.com Phone 916 625 0870 Toll Free 888 4 SMA USA SB 5000US SB 6000US SB 7000US 6250 W 7500 W 8750 W 600 V 600 V 600 V 250 - 480 V 250 - 480 V 250 - 480 V 21 A 25 A 30 A < 5% < 5% < 5% 3 (inverter), 4 x 15 A 3 (inverter), 4 x 15 A 3 (inverter), 4 x 15 A (DC d~sconnect) (DC disconnect) (DC disconnect) 300 V 300 V 300 V 5000 W 6000 W 7000 W 5000 W 6000 W 7000 W 24A, 21 A, 1SA 29 A, 25 A, 22 A 34A, 29 A, 25 A 183 - 229V@208V 183 - 229V@208V 183 - 229V@208V 211 - 264V@240V 211 - 264VO~IOV 211 - 264V@240V 244 - 305 V@ 277V 2~4- 305 V@ 277V 244 - 305V@ 277V OptiCool, OptiC~ol, OptiCool, e/e e/e e/e ®/o/o/o e/o/o/o e/o/o/o o/o o/o o/o · · · · IncLuded O Option - Not available SMA America, Inc. -',':UNIRAC SolarMount-ITM Roof Mount Technical Datasheet Pub 10070t.ttd VI.0 July 20t0 SolarMount-I Module Connection Hardware Slider and Mid Clamp .......................................................................................................... 1 Slider and End Clamp ......................................................................................................... 2 SolarMount-I Series Accessory Mount ................................................................................ 2 SolarMount-I Beam Connection Hardware 1- Flange Foot ..................................................................................................................... 3 2- Flange Foot ..................................................................................................................... 3 Beam Splice ..................................................................................................................... 4 SolarMount-I Beam SolarMount-I Beams ................................................................................................ 5 SolarMount-I Module Connection Hardware Series Slider with Mid Clamp C. 02028C, 02029C, 02030C Slider and Mid Clamp Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Slider weight: 0.026 lbs (12g), Mid Clamp Weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled with SolarMount-I Beams according to authorized UNIRAC documents Sliders are compatible with SolarMount-I Beams Assemble with one %-20 ASTM F593 bolt and one %-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 fi-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual Y Applied Load Average Allowable Safety Design Resistance Direction Ul'dmate Load Factor, Load Factor, lbs (N) lbs (N) FS Ib~ (N) ® Sliding, X+ 1194 (5311) 490 (2180) 2.44 741 (3296) 0.820 Tension, Y+ 1503 (6686) 677 (3011) 2.22 1024 (4555) 0.682 Transverse, 7+ 2080 (9252) 915 (4070) 2.27 1383 (6152) 0.665 Dimensions specified in inches unless noted -',':U N I RAC SolarMount-I Module Connection Hardware Slider with Et~d Clamp hro[ gh 02006C, 02009C, 02010C End Y Beam Slider and End Clamp Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38 ksi, Yield: 35 ksi · Slider weight: 0.026 lbs (12g), end clamp weight vades based on height: -0.058 lbs (26g) Allowable and design loads are valid when components ara assembled with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC documents Sliders ara compatible with SolarMount-I Beams Assemble with one %-20 ASTM F593 bolt and one %-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 fi-lbs of torque Resistance factors and safety factors ara determined according to part 1 section 9 of the 2005 Aluminum Design Manual Modules must be installed at least 1.5' from either end of a beam Applied Load Average Allowable Safety Design Resistance Direction Ultimata Load Factor, Loads Factor, lbs (N) lbs (N) FS lbs (N) · Sliding, X~ 283 (1259) 104 (463) 2,72 157 (698) 0.555 Tension, Y+ 332 (1477) 88 (391) 3.77 133 (592) 0.401 Transverse, ~ 1367 (6081) 533 (2371) 2.56 806 (3585) 0.590 Dimensions specified in inches unless noted ,- ¢;~', Jr , -; Accesso,ry IVtount Bolt Dimensions specified in inches unless noted · Slider Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38 ksi, Yield: 35 ksi Slider weight: 0.026 lbs (12g) Allowable and design loads are valid when components are assembled with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC documents SolarMount-I Series Accessory Mounts are compatible with SolarMount-I Beams Use two Accessory Mounts per accessory · Assemble each pair of clamps with the following stainless steel hardware: two Y,-20 set screws, two Y,-20 heavy hex jam nuts, and two Y,-20 F594 serrated flange nuts Use anti-seize and tighten to 5-10 fi-lbs of torque Resistance factors and safety factors are determined according calculations and UNIRAC testing Maximum distance of Maximum weight of acceeao~y center of gravity accessory from beam center lbs (kg) in (mm) 7 (178) 32 (14.5) -'i;UNIRAC SolarMount-I Beam Connection Hardware ..~; arf~:un,-.t ~- Flange Foot 1-Flange Foot Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38 ksi, Yield: 35 ksi l-Flange Foot weight: 0.101 lbs (46 g) Allowable and design loads are valid when components are assembled with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC documents 1-Flange feet are compatible with SolarMount-I Beams Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual y l-Flange Foot Design and allowable loads are for the beam to foot connection A Be sure to check load limits for roof attachmente and standoffs Applied Load Average Allowable Safety Design Load Resistance Dlractlon Ultimate Load Factor, lbs (N} Factor, lbs (N) lbs (N) FS · Teneion, Y+ SolarMount-I 1.0 Beam 1388 (5952) 591 (2629) 2.26 894 (3977) 0.668 SolarMount-I 2.5 Beam 1514 (6735) 648 (2882) 2.34 980 (4359) 0.647 Compresslen0 y- SolarMount-I 1.0 Beam 2931 (13038) 1288 (5729) 2.28 1948 (8665) 0.664 SolarMount-I 2.5 Beam 2750 (12233) 1223 (5440) 2.25 1849 (8225) 0.672 Transverse, X-, downhill 635 (2825) 313 (1392) 2.03 473 (2104) 0.745 Transverse, X+, uphill 42 (187) 20 (89) 2.15 30 (133) 0.705 Sliding, 7+ (see Beam Splice) Dimensions specified in inches unless noted Foot Y Dimensions specified in inches unless noted 2-Flange Foot Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38 ksi, Yield: 35 ksi 2-Flange Foot weight: 0.103 lbs (47 g) Allowable and design loads are valid when components are assembled with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC documents 2-Flange Feet are compatible with SolanMount-I Beams 2-Flange Resistance factors and safety factors are determined according to part 1 Foot section 9 of the 2005 Aluminum Design Manual Design and allowable loads are for the beam to foot connection Be sure to check load limits for roof attachments and standoffs Applied Load Average Allowable Safety Design Load Resistance Direction Ultimate Load Factor lbs (N) Factor, lbs (N) lbs (N) FS Tension, Y+ BelarMount-I 1.0 Beam 1931 (8950) 864 (3843) 2.23 1307 (5814) 0.667 SolarMount-t 2.5 Beam 2478 (11023) 1111 (4942) 2.23 1681 (7477) 0.678 Compression, y- SolarMount-I 1.0 Beam 3788 (16850) 1706 (7589) 2.22 2581 (11481) 0.681 SolarMount-t 2.5 Beam 3694 (16432) 1562 (6948) 2.36 2363 (10511) 0.640 Transverse, X-, downhill 635 (2825) 313 (1392) 2.03 473 (2104) 0.745 Transverse, X+, uphill 42 (187) 20 (89) 2.15 30 (133) 0.705 Sliding, 7+ (see Beam Splice) .'i:UNIRAC SolarMount-I Beam Connection Hardware ~0207~, 03021J~ Sp//ce Nut 1-Flange or 2-Flange Foot Beam Splice Material: Aluminum 5052-H32 Ultimate tensile: 31 ksi, Yield: 23 ksi Beam Splice weight: 0.053 lbs (24 g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Beam Splices are compatible with $olarMount-I Beams when used with 1-Flange or 2-Flange feet Resistance factom and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor Load Factor lbs (N) Ib~ (N) FS lbs (N) · Sliding, + 1428 (6352) 620 (2758) 2.30 938 (4172) 0.657 Dimensions specified in inches unless noted -';:UNIRAC SolarMount-I Beam MATERIAL: One of the following extruded aluminum alloys: 6005-T6, 6t05-T5, or 6061-T6, Mill Finish Beam Height (in) Properties Units 1.094 2.500 Approximate Wight (per linear ft) plf 0.356 0.548 Total Cross Sectional Area in2 0.3037 0.4665 Section Modulus (X-Axis) in3 0.1101 0.3687 Section Modulus (Y-Axis) in~ 0.0390 0.0422 Moment of Inertia (X-Axis) in4 0.0602 0.4609 Moment of Inertia (Y-Axis) in4 0.0195 0.0211 Radius of Gyration (X-Axis) in 0.4453 0.9940 Radius of Gyration (Y-Axis) in 0.2536 0.2127 SolarMount 1.0 Beam Height = 1.094" Part No. 10144M y One O0.281 hole is 1.188" A from each end of the beam 1.406 2.500 0.547 SolarMount 2.5 Beam Height = 2.500" Part No. 11192M y Two O0.281 holes are 1.188' from each end of the beam Dimensions specified in inches unless noted F~k/' SO½EM,A, TIO ONE LINE EDI,A, QI~,A,M ~/1~" X 4" LC. GALV/S~IIZED STEEL LA~ 15OLTS INSTALLED 24 NEIH L FOOT SUf=f=ORTS L F~T ~U~=ff=ORT LUITH 5.G. BOLT AND FLANGE NUT F~R MOUNTING TO UNI-RAC P. AIL PIOLINT L F~OT TO ROOF f~.ADTER LUlTH LAC~ EXISTING 2'-~" ON CENTER TR~S LUITN 2 X ~, UPf='E~ EXISTING ROOF ~ · 2.4" ~SEOTIO~L AT ~OOF 172'I I'-~)ii STANDARD EAIL / L FOOT FLANGE NUT T-BOLT ~ SOLAN MOUNT NAIL MOUN~NG FLANGE NUT CLIP SS FLANGE NUT ALUMINUM ¼.J ~} SOL,A,~PIOUNT N.T.S. ~AIL SOLA~NOUNT N.T.S. 2 DETAIL IO4'-O" NORTH 61DE OF ~ZDC~= I o ~OOF OV~F. RHAED ELECTRIC SEF~VICE OF SOL,&~ ASPHALT SITE LOCATION MAP BUILDING PHOTO PI~DPO,~EE) LOC:ATION OF NEUJ APPROVED AS NOTED RoOF ~^T~ FEE ~2~-~'O. BY, NOTIFY BUILDING DEPARTMENT A 76~-1B02 B AM TO 4 PM FOR TH FOLLOWING INSPECTIONS 1~ FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH-FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKIN 3 INSULATION 7 4 FINAL- CONSTRUCTION & ELECTRIC~ EXIGTIN~ E~UIL[D IN~ RETAIN STORM WATER RUNOI PURSUANT TO CHAPTER 236 OF THE TOWN CODE. LLI UNDERWREERS CERTIFICATE 414.1~' LONG ISLAND RAIL ROAD REQUIRED {~LOT ~,-,,-,LE?ANCY OR USE IS UNLAWFL?. WITHOUT CERTII.:F MANCIN ARCHITEETURE AND UESIGN MANCINI ARCHITECTURE PLLC 222 MIDDLE COUNTRY ROAD SUITE 226 SMITHTOWN, NEW YORK 11787 631-979-0104 631-979-3445 FAX MADAR£HITELTS(~OHONLINE.NET SHEET NO, J-1 OF