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48-023 (3) FOR CONSTRUCTION :'i'% Ground WEEB& Module Clamp RGS Unirac Solarmount g\acK Rail w/L-foot 5 M°,00 — �{2I Eco-Fasten 32 Taugwonk Spur,Al2 S Stonginton,CT 06378 Phu S Al Green-Fasten With CP-SQ-Slotted �-� Phone(860)535-3370 — ' GomQ. Module TYP. Bracket And Aluminum Flashing" Bracket Fax(413)683-2225 ' psPra @ fig" O G Rooftop — ,=' 5/16"x 3.5"S.S. La g Bolt GRID-TIED X6"Fta�e�s w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2' 16„ O G Sealed w/Approved Sealant S.SOOkW DC @ STC 6,RaeCS @ HOLT, TIFANI 2" *6 N. LOUDVILLE RD. NORTHAMPTON, MA 01060 Project# 10136582 1 Attachment Profile 4 _ 2 Attachment Detail DESIGNER Val lonescu REVIEWER: MLM VERSION DATE 2014-11-20 20"Max 1.22 in• � � REVISIONS Roof Framing PV Module Rail Overhang �i rte— 39.4 in. ,� # Date Notes ,7 — - *-. --h ---- *h,---- ------ ' Mourning ' BY " Landscape: N/A I { Ii , I , „ Holes ' Roof Anchor -�� I ( A 2 &FlashinN Portrait:-7.9 in. s g Solarworld ;. Landscape: N/A ' Plus SW 275 ` Anchors located I Portrait: 50.2 in. 65.9 in. mono black s framing rmemberrs a r n - 48" Max Anchor Spacin SolarMount Rail --_--_-- Staggered Attachment Detail T . 3 Di stance from Module Corner Not to Scale Minimum Maximum X Long Side,A 6.4 in. 9.4 in. Short Side",B NIA N/A m "Top-Clamps CANNOT be used on the Short v Sides of the Module m 20" Max 5 UL Approved Mounting Locations Q Rail Splice Rail Overhang Not to Scale WEEBLug SS Washer Module Frame Ground Wire &Nut SS Bolt ® Unirac Rail SS Bolt Nib ° Unirac UGC-1 �`E VARIES Stagger splice locations Min of 2 supports SS Flat within the each row of modules on either side of splice Washer SS Bolt DETAILS with a max spacing of 60" Unirac Rail 4 Rail S lice Detail 6 Groundin Cli & Module Groundin Lu & Rail PV-A03 NOt t0 SCale Not to Scale Not to Scale FOR CONSTRUCTION "- PV ARRAY 1 -MECHANICAL LOADS Array Area:1 363.2 ft� Total Photovoltaic Dead Load: 3.38 psf T- G S Array Weight:1 1226.1 Ibs Avg. Dead Load per Anchor. 27.g Ibs Anchor Qty.: 44 Design Values by Roof Zone: Corner Egde Interior 32 Taugwonk Spur,Al2 Stonginton,CT 06378 Max. UniRac Rail Span: 60 in.O.C. 60 in.O.C. 60 in.O.C. Phone(860)535-3370 ......................... ................................................... Max. UniRac Rail Cantilever: 20 in. O.C. 20 in.O.C. 20 in.O.C. Fax(413)683-2225 ......................... .................. ....... ......................... Adjusted Anchor Span: 48 in.O.C. 48 in.O.C. 48 in.O.C. GRID-TIED ........... .......................... . Downforce Point Load: 379.4 Ibs 379.4 Ibs.... 379.4 Ibs PHOTOVOLTAIC SYSTEM ......................... ...................... ........... .. . Uplift Point Load: -271.5 Ibs -162.6 Ibs -108.7 Ibs 5,500kW DC @ STC Minimum Anchor Strength: 707 Ibs Average Safety Factor: 5.37 HOLT, TIFANI 55 N. LOUDVILLE RD. NORTHAMPTON, MA 01060 Proj`e�ct# 10136582 Val al lonescu REVIEWER: M1 LM 40' VERSION DATE. 201 4-1 1-20 1'-7" 5-5" 33'-7" REVISIONS # By Date Notes i z 3 4 0 5 s 14'-411'-1" N N L G O O t` X °o m v v m UniRac SolarMount Mounting Notes: z Total Quantity of Attachments=44 Q 0 Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span Roof 1: • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten Asphalt/Comp.Shingle with CP-SQ-Slotted Bracket and Aluminum Flashing attached with 5/16"x (Single Layer) N 3-1/2" Lag Bolt, Hex Head, 18-8 SSs 2"x 6" Rafters @ 16"O.C. • All Dimensions shown are to module edges, including 1 in. Spacing between Pitch: 24° Azimuth: 135° Modules required when using the Top Clamp Method. Array Size:20 Modules • The SolarMlount Rails will extend 2-1/2 in, beyond the Module Edge in order to support the End Clamps. 3116"= T-0" • UniRac requires one thermal expansion gap(6 in.)for continuous sections of rail greater than 40' in length MODULE LAYOUT • Array Installed according to the UniRac SolarMount Code-Compliant 2 + Installation Manual ver. 227.3, Pub 110616-1cc,June 2011 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field conditions.All PV—A02 attachments are staggered amongst the framing members. s FOR CONSTRUCTION (N)PV Array : 20 Solarworld Plus SW 275 Mono Black Modules Ext.Wall: RG S 20 Enphase Energy M250-60-2LL-S22 Micro-Inverters (E) Utility Meter . E Property Line Asphalt/Comp. Shingle le Roof 2"X 6"Rafters @ 16"O.C. Int.Basement: /` PitCh:24° 32 Taugwonk Spur,Al2 / (E)Main Service Panel Stonginton,CT 06378 3 Azimuth:135° — — — — N PV Production Meter/Monitor Phone(860)535-3370 3 /• 181'-04" ( ) Fax(413)683-2225 185'-54" 1000' (N) PV AC Combiner Panel / � � GRID-TIED PHOTOVOLTAIC SYSTEM / / ` �. / 0 0 \ \ 5.500kW DC @ STC / \ HOLT, TIFANI / 55 N. LOUDVILLE RD. \ / / \ NORTHAMPTON, MA 01060 Project# 10136582 DESIGNER: Val lonescu \ REVIEWER: MLM •` / \ VERSION DATE. 2014-11-20 208'-2" Q� 206'-84" / \\ REVISIONS / # By Date Notes 2 l , 3 4 oN I I 5 { SITE PLAN ) N 1 I Scale: 1" = 75' I � I / I 1 / � 1 (E) Driveway / X \ (E) Property Line / U5 \ /• VARIES Equipment Specifications: _ _ — _ , — N SITE PLAN Module: (20) Solarworld Plus SW 275 Mono Black Inverter 1: (20) Enphase Energy M250-60-2LL-S22 BUILDING DETAIL w E Racking: UniRac SolarMount 2 P V-AO 1 Attachment Flashing: Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing S A FOR 00N6TRUCTION City of Northampton i'Grid-Tied Photovoltaic System Pg DC Rating: 5.500 kW Northampton, Kk 01000 Holt, Tifani �,,.,�( /Y�(��c.l�,�/ Taugwonk Spur,Al2 55 N. Loudville Rd. �ucci ` V Stonginton,CT 06378 Phone(860)535-3370 Northampton, MA 01060 Fax(413)683-2225 Jurisdiction: City Of Northampton GRID-TIED Sheet List PHOTOVOLTAIC SYSTEM 5.500 kW DC @ STC Scope of Work: General Notes: Sheet No. Sheet Title HOLT,TIFANI RGS Energy shall install a 5.500 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-000 COVER 55 N. LOUDVILLE RD. totaling(20)Solarworld Plus SW 275 Mono Black Modules with(20) Enphase Of Northampton. PV-A01 SITE PLAN NORTHAMPTON,MA 01060 Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush 2. All projects will comply with the Ordinances of the City Of Project# 10136582 mounted on the asphalt/comp. shingle roof and interconnected via load side Northampton. PV-A02 MODULE LAYOUT Val lonescu breaker connection . 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, DESIGNER No time on Sunday or legal Holidays. PV-A03 DETAILS REVIEWER MLM Equipment Specifications: 4. Product Data Sheets shall be included. PV-A04 MATERIALS VERSION DATE. 2014-11-20 5. Rooftop penetrations shall be completed and sealed per code by a Module: (20)Solarworid Plus SW 275 Mono Black licensed contractor. PV-E01 ELECTRICAL DIAGRAM REVISIONS Inverter 1:(20) Enphase Energy M250-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized Racking: UniRac SolarMount PV-E02 SYSTEM CALCS # By Date Notes laboratory. Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730. PV-G01 SIGNAGE CP-SQ-Slotted Bracket and Aluminum Flashing 8. A continuous ground shall be provided for the Array and for all 2 Photovoltaic Equipment. 3 9. DC Wiring shall be run in metal conduit or raceways within enclosed spaces in a building. ` Roof Specifications: 10. Conduit,Wire systems and Raceways shall be located as dose as x Roof 1: possible to ridges, hips, and outside walls. Asphalt/Comp. Shingle 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall (Single Layer) use guidelines that minimize the total amount of conduit by taking the z 2"x 6"Rafters @ 16"O.C. shortest path. # X, v Pitch: 24° ( Azimuth: 135° 12. Space Requirements for electrical equipment shall comply with NEC r Article 110. Array Size: 20 Modules s 13. Equipment grounding shall be sized in accordance with Table Ty Site Specifications: 250.122. Occupancy: II 14. Connectors that are not readily accessible and that are used in the X circuits operating at or over 30V AC or DC shall require a tool for Design Wind Speed: 90 MPH Exposure Category: B opening and are required to be marked"Do not disconnect under m Mean Roof Height: 25 ft load"or"Not for current interrupting", per 690.33(c)&(e). ° Ground Snow Load: 40 PSF 15. All signage to be placed in accordance with local building code. m Adj. Roof Snow Load: 30.8 PSF 16. Signs or Directories shall be attached to the electrical equipment or U_ located adjacent to the identified equipment. All Work to be in Compliance with: 17. Signs should be of sufficient durability to withstand the environment. National Electrical Code(NEC) 18. Any plaques shall be metal or plastic with engraved or machine 2 W 2009 Nation International Residential Code(IRC) printed letters, or electro-plating, in a red background with white 2009 International Building Code(IBC) lettering, a minimum of 3/8"height and all capital letters. 2012 International Fire Code(IFC) 2012 Uniform Mechanical Code(UMC) 2012 Uniform Plumbing Code(UPC) MA 780 CMR,8th Edition -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) Not to Scale ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures COVER As amended and adopted by City Of Northampton PV-000 4N tXTt£R1 i TM ,X � GREENFASTEN PRODUCT GUIDE - GF-I American Wood Council Lag Bolt Pull-Out Values 7' �1> i Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Lag screw specifications Specific ' 5/16"shaft* Gravity per inch thread depth Douglas Fir,Larch .50 266 Douglas Fir,South .46 235 cEngelmann Spruce,lodgepole Pine .46 235 (MSR 1650 f&higher) cC Hem,Fir,Redwod (close grain) .43 212 a Hem,Fir(North) .46 235 a Thl: Southern Pine .55 307 Depth o Spruce,Pine,Fir .42 205 a v Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher w o grades of MSR and MEL) lJ �' rn ? : Ln d54 W � � N L U -P s, W Ecoaster Sclera,All content protected under copyright.All rights reserved 02i 16/!1 Sec.6-1 �**•, art k 7 ON GREENFASTEN TM PRODUCT GUIDE - GF-I ._ Specifications PART I -GENERAL 1.3 SUBMITTAL B. Fasteners(may be supplied by others)to be A. Submit manufacturers written specifications. compatible with chosen roof application and )? 1.! SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load A. WORK INCLUDES C. Submit installation instructions. test data. 1. GreenFasten solar attachment bracket that D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed s, attaches directly to the roof deck. ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners forthe roof system. D. Bushing is EPDM. 1.4 QUALlTYASSURANCE B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless 1.Section 07600:Flashing and Sheet Metal specified roofing material and snowguards for no less and EPDM. 2.Section 07500:Roofing than 5 years in the area of the project. 3.Division I:Administrative and procedural 2.3 FINISH-Mill Finish requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum 4.Division7:Thermal and Moisture Protection Inspect material upon delivery.Notify manufacturer within 24 hours of any missing or defective items.Keep B. Base flashing(choose one) 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. 1.Mill Finish b0 A. COMPONENTS: W 1. GreenFasten system consists of aluminum 2.Black-kynar painted PART 2- PRODUCTS aflashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted ' 3 bonded stainless steel and EPDM washer. 2. Fasteners 2.1 MANUFACTURER EcoFasten Solar° PART 3 - EXECUTION o A.To be of metal compatible with aluminum 289 Harrel St Morrisville,VT 05661 GreenFasten components. o (877)859-3947 3.1 EXAMINATION B.Fasteners should be selected for www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets compatibility with the roof deck. are to be installed and verify that it will withstand ` C.Fastener strength should exceed or be equal 2.2- MATERIALS any additional loading that it may incurred.Notify o to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. 3. Sealant(if required by roof manufacturer): I. F-I I I B. Verify that roof ng material has been installed E to be roof manufacturer approved. correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L 101-3" 3. L-102-3" B. DESIGN REQUIREMENTS: 4. CP-R 3.2 INSTALLATION A. Comply with architectural drawings and "' I. Bracket spacing to be recommended by 5. CP-SQ project engineers recommendations for location project engineer. 6. SL-102-6" of system.Comply with Manufacturers written 2. Install a minimum of one fastener assembly 7. Z-101 co y installation instructions for installation and layout. ` v 3. It is important to design new structures or 8. Custom assess existing structures to make sure that Ln they can withstand retained loads. z 0 m W u frz � �'EcoFasten Solar'?)Ail content protected under copyright.All rights reserved 02116111 Sec.5-1 .1 GREENFASTENT PRODUCT GUIDE - GF-I Bracket Options - CP-SQ .375 .008 v —� 2.000-.025 U v 4 O k 4 g k 2.000-.025 <9 t - �o ell 1h, al 3 o .377.-.010 THRU � = .875 }.010 X 82° NEAR SIDE Y1 0 x *� Compression Plate 2" X 2" Mill Aluminum ErcFaiter Scicr AH content protected under copyright.AN rights reseroea 02 1511 1 Sec 4-4 '§''��i ; j GREENFASTEN TM PRODUCT GUIDE - GF-I � �� � — -- - -- -- --- — -- ---- GF 1- L 812 u 3 s •„s J r u 8.000- .005 - — R.38 -- —F-- .032 W 3 ” � .30-.01 0 12.00 I- .125 o 3,00- .125 # 4.00_ 125 .26- .01 •- +--- ''{"` s '4 fi fO �i $ t 3 c N Finish Options o BILK= Matte Black BRZ= Medium Bronze MLL= Mill Finish ©EccFasten Solaro All content protec_d under copvr'ght.All rights reserved. 02/16/1 1 Sec.4-2 GREENFASTEN " PRODUCT GUIDE — GF-I Exploded Product View � F w v & 3 c? L C x� � Y lL ` w `Note:Numbers correspond with B.O.M,Sec.3-1 ©EcoFasten Solar r All content protected under copyright M rights reserved 02 16i I f Sec.I-I dW" TM ((< rte, " ".1-;:{ + 3 _ x Sg tf .k 3 . 'p' ,. ..:. {, ;` .k;« , ,t 5.%'. S, ,$k ,-T .6 ss + F u x $y3 5 1�Jt"t C. _.,.,, - .,u ,+....; t,. i r,.:,, t ,, , t y� yy Rt(^ /+ -.. # .. ,...n< ! ..,, ,, ,. ., -# a 1. p h r*, <f-`C e4 51� �[:::1�1.7 ir:��l.s , :,_ : C #t# .;:..r•.. S .... -# n, ..,E ,•, ;, o=E' ;6 k{ t, � $t.#,. .,ft:: .:. 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'.ix f t «e ti... ? :.;a:_ ; ± .a Ti# r 4 ";{,; 14 :$--`u5` ..'1, c �u,r• t 1 ! 7` 8 # a, h { (< i a «y _ +x 7 ( n < ) ;ta y, . ..,.,�� � § .. :' a,.t i . ,, j . . , ef" ,'tA:sti,(iFx. �" +,` ea , a 3+; 5r {.< ;8 k ,i,'r ;z, + } It a � 3 , a t s• .�"s '€ t ii t i �: fste a ;NPI II „ la ;i Cam ftted to the 5#kpp4nt o Renewable Energy � k ; • ' • . ■■■U1 YID A 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 %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 —r SLOT FOR O 1.385 38" HEX BOLT SLOT FOR 3�" HEX BOLT .387 .750 1.207 Y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted --SOLARMOUNT Technical . , , - - IFUNIRAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 0 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 assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: -Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu -Use anti-seize and tighten to 30 ft-Ibs of torque rff Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance }X UOT FJR Direction Ultimate Allowable Load Factor, Load Factor, .n�aanrnr Ibs(N) Ibs(N) FS Ibs(N) (1) zap ' Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492)1 1325(5893) 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 SOLARMoum Technical . , , - - :FUNIFAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D rra Bolt Mid clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 Mid la e NO Ultimate tensile: 38ksi,Yield:35 ksi Clamp� • ��°•. -, 0 Finish: Clear or Dark Anodized ` 0 Mid clamp weight:0.050 Ibs(23g) 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 W-20 T-bolt and one'/<"-20 ASTM F594 serrated flange nut Beam 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- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance DWMCE Direction Ultimate Load Factor, Load Factor, ""DQ11 Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 --- Transverse,Z± 1 520(2313) 229(1017) 1 2.27 346(1539) 0.665 Y Sliding,X± 1 1194(5312) 490(2179) 1 2.44 1 741 (3295) 0.620 .X 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 0 End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 -'' at 0 Ultimate tensile: 38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 Ibs(26g) d 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 • Assemble with one Unirac'/<"-20 T-bolt and one'/<"-20 ASTM F594 Bea serrated flange nut • 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 A Modules must be installed at least 1.5 in from either end of a beam .x i.s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, ' - Ibs(N) Ibs(N) FS Ibs(N) m w;H Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODAE r"«"rte Transverse,Zt 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 • • Technical Datasheets dFUNIRAC SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer- Bottom Up Clip material: One of the following extruded aluminum Bottom Ut (hidden..s alloys:6005-T5, 6105-T5,6061-T6 Up Clip no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight:—0.031 Ibs(14g) Beam -, Bolt • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt, one'/<"-20 ASTM F594 serrated flange nut, and one 1/4"flat washer • 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- 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) (1) 1.14 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y t Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 A 1.00 P. Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a S 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/i NOCT,AM 1.5 Maximum power P 275 Wp Maximum power P 203.1 Wp Open circuit voltage Vm 39.4V Open circuit voltage V111 35.7 V Maximum power point voltage V 31.0 V Maximum power point voltage V 28.1 V Short circuit current I m 9.S8 A Short circuit current Imo 7.75 A Maximum power point current I 8.94A Maximum power point current I 7.22 A 'STG 1000 W/mr,25°C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°G at 200 W/m=,100% 1)Measuring tolerance(G_)traceable to TLJV Rheinland: 2%(TLJV Power Controlled). (+1-2%)of the STC efficiency(1000W/m')isachieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS Cells per module 60 NOCT 48'C Cell type Mono crystalline TC 1 0.04%/'C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC vn, -0.30%/'C Front Tempered glass(EN 12150) TCP�, -0.45%/'C Frame Black anodized aluminum Operating temperature -40°C to 85'C Weight 46.7lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS 1000 W/m' Maximum system voltage SC II 1000 V 800 W/ri Max.system voltage USA NEC 600 V - - - Maximum reverse current 16 A Number of bypass diodes 3 600 W/mz 113 psf downward UL Design Loads` Two rail system 64 psf upward v 400 W/m' 170 psf downward a UL Design Loads" Three rail system 64 psf upward 200 W/m2 113 psf downward 100 W/m Z IEC Design Loads* Two rail system 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. Module voltage IV] Va ADDITIONAL DATA -L-x4 37.44(951) Powersortini -OWp/+SWp 'A J-Box I P65 Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10 Fire rating(UL 790) Class C Glass Low iron tempered with ARC 41.30(1050) Version 0.6 15.3 2.5 frame VERSION 2.5 FRAME 65.94(1675) bottom mounting Compatible with both"Top-Down" holes and"Bottom"mounting methods r JrGrounding Locations: ~ 4 corners of the frame 4locations alongthe length of the module in the extended flanges 1.34 34 =L-x4 4.20(107)t 1.22(31) 39.41(1001) �I tAll units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6025US 02-2014 S'U o lack TUV Power controlled: TOVRhstnlanE Lowest measuring tolerance in industry i0 00000TO Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy accumulations of snow and ice J Sunmodule Plus: Positive performance tolerance J 25-year linear performance warranty "lf and 10-year product warranty J Glass with anti-reflective coating J World-class quality en°nn°e,iecs,zs *'M/� a •w.m i®re°i.,. �° Fully-automated production lines and seamless monitoring of the process and material pVE '°ryH6a°,ECa,no b3° aiwn°'a°a°a re°iemn, .o-...'�•°�.v w.�cw.,me.a ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting q,q�M° F�sTM SP ' Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that wsS '"" 's'" 's'"" rHOmxxrxc rnooucr C US have greater than or equal to the nameplate rated power. \°'J UL 1703 CE 25 years linear performance guarantee and extension of product warranty to 10 years 1 ,, SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of u 25 years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.* In accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. APEX Engineering www.thestructurals.com �j- ► 281 East Hamilton Avenue - Suite 5 Campbell - CA - 95008-0232 Y Telephone: 408.379.2068• apex @thestructurals.com Friday, November 21, 2014 5576-14 Holt 10136582 R.Ward MA RGS r ROOF Photovoltaic DC Rating: 5.500 kW Holt, Tifani , 55 N. Loudville Rd. Northampton, MAO 1060 Jurisdiction: City Of Northampton To: Building Department, The aforementioned structure has been examined and it has been determined that the roof rafters can support the proposed 5.500 kW PV system. We have verified their structural integrity and found that the installation will satisfy design loading requirements of governing codes: MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 90 mph, exposure B, ground snow load of 40 PSF and PV Panel of 3.38 psf. The PV attachment at 48" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, THOMA$ ti YATES J. Ground WEEB&. v CIVIL ' Module Clamp No.51039 Unirac Solarmount 9F ISTER r/' _ Rail wl L-foot �AL f/' � Eoo-Fasten Green-Fasten With CP-SO-Slotted ,--'E p r@S: 06/3 fi - Bracket And Aluminum Flashing 5/16"x 3.5"S_S. Lag Bolt wl 2.5"Minimum Penetration � ,/ Y1+7-6 S Vt '0'0. Sealed wl Approved Sealant RGS Clean Power.Bright Savings. ii Property Owner Consent Form Owner: Address: S— a(C<, SS L-cP(Iv" t i Town: noortnV<-- �[�ti �k►'- ha>����c� WA i State: I i Zip: vto(o �- Phone: LII 3 - Zo 3 I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. /(�I%l zcr,z4 Pr erty Owner Date 32 Taugwonk Spur,A 12,Stonington,CT 06378 tel.860 535.3370 fax 413.683.2225 r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street 10 Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Alteris Renewables, Inc. dba RGS Energy Address: 32 Taugwonk Spur, Unit A-12 City/State/Zip: Stonington. CT 06378 Phone#: (860)535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 120 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.$ 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.F]Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers'comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.] t employees. [No workers' comp.insurance required.] 13-EA Other solar panels *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 55 Loudville Road City/State/Zip: Northampton, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi nde he pains andpenalties ofperjury that the information provided above is true and correct. Signature: `"� Date: f i Phone#: (860)535-3370 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: R SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phil Smith 108025 License Number 9 gs Street, pto y01027 4/22/18 ddr Expiration Date 413-977-9593 I Si natu Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Tau*crrk Spur,A-12,Stonington,CT 06378 4/6/15 Addreo- r, Expiration Date Telephone 860-535-3370 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 50 No...... ❑ 11. - Home Owner Exemution The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[O] Other[12 solar Brief Description of Proposed Work: Installation of a 5.5kW roof mounted solar array using 20 SolarWorld SW275 Mono modules,20 Enphase M250-60-2LL-S22 micro inverters&all associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housina complete the following: a. Use of building :One Family X Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? X Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Tifani Holt as Owner of the subject property hereby authorize Alteris Renewables dba RGS Energy to act on my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached I141 jlk Signature of Owner Date Alteris Renewables dba RGS Energy as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Kim Hendel Print Name „� 2 1`- Signaturd of Owner/Agent Date 4 Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L` R:= L:_ R:t Rear _ Building Height Bldg. Square Footage i _ % _ i Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DONT KNOW a YES Q IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW Q YES IF YES: enter Book Page; and/or Document#i B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW ® YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained , Date Issued: . C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO Q IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street SewerlSeptic Availability Z '�' Room 100 WaterAI'Ve11Avallabliity N hampton, MA 01060 Tyro Sets of structural Plans EGtVG & . ,ph6 41 - 87-1240 Fax 413-587-1272 Piot/Site'Plana ��ectn� 'rchamp �c Other Spettify� APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 55 Loudville Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Tifani Holt 55 Loudville Road,Northampton,MA 01062 Name(Print) Current Mailing Address: 413-203-3001 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba al J�n'r1 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) q Current Mailing Address: 4 I 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 5,000 (a)Building Permit Fee 2. Electrical 19,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+5) 24,000 Check Number 6 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2015-0649 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 55 LOUDVILLE RD MAP 48 PARCEL 023 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 44 41( Fee Paid Typeof Construction: INSTALL 5.5KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 108025 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management a elay /.,2 Signature of Building fficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 55 LOUDVILLE RD BP-2015-0649 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:48-023 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0649 Proiect# JS-2015-001242 Est. Cost: $24000.00 Fee: $144.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sq. ft.): 31581.00 Owner: Tifani Holt zonine: Applicant. REAL GOODS SOLAR INC AT. 55 LOUDVILLE RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 (� Workers Compensation STONINGTONCT06378 ISSUED ON:1211212014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 5.5KW ROOF MOUNTED SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/12/2014 0:00:00 $144.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner