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35-105 (6) FOR CONSTRUCTION Ground WEEB& Module Clamp RGS Unirac Soiarmount g�ack Rail w/L-foot 216 M Eco-Fasten 3Stong nyton Spur, 063782 Pius s� f S��°g\e — I i Green-Fasten With CP-SQ-Slotted Phone(860)535-3370 omp. Module(TYP.) — Bracket And Aluminum Flashing Fax(413)683-2225 P pray G @24" O.Q. Rooftop ,. 5/16"x 3.5"S.S. Lag Bolt GRID-TIED o61( qss w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM O G' Sealed w/Approved Sealant 5.225kW DC @ STC ��uss KRONE, MARGERET \14006 72 DREWSEN DR. 2 FLORENCE, MA 01062 Project# 10236741 1 Attachment Profile Attachment Detail DESIGNER: Val lonescu REVIEWER: Mike Morrison VERSION DATE. 2014-11-18 0.833333333333333" Max 1.22 m. REVISIONS Roof Framing PV Module Rail Overhang --39.4 in. -- – # By Date Notes Mountlng t _—.. yr--- a ,,---m _--------- ---- Landscape: N/A "OIeS ! A z Roof Anchor Portrait 7 9 in. &Flashinga s II „5 I Solarworld I:� Landscape: N/A ° p Plus SW 275 Anchors located l; ;j �� " " e on alternate roof M Portrait: 502 in. 65 9 m mono black framing members ,.f >' 1 .� .. 48"Max Anchor Spacin Ballasted Roof Mount Rail �_-----------_ Sta ered Attachment Detail T --I B B�- 3 Distance from Module Corner NOt to Scale Minimum Maximum Long Side,A 6.4 in. 9.4 in. Short Side', 8 N/A N/A N *Top-Clamps CANNOT be used on the Short x Sides of the Module °o d 0.833333333333333" Max 5 UL Approved Mounting Locations o Rail Splice Rail Overhang Not to Scale WEEBLug SS Washer " Module Frame Ground Wire &Nut SS Bolt ® Unirac Rail SS Bolt lop 0 Nib Unirac UGC-1 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 2.5" Unirac Rail 4 Rail S lice Detail 6 Groundin Ch & Module Groundin Lu & Rail PV-A03 NOt t0 SCdle Not to Scale Not to Scale FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS Array Area: 0.0 ft2 Total Photovoltaic Dead Load: 0.00 psf Array Weight: 974.1 Ibs Avg. Dead Load per Anchor: 0.0 Ibs Anchor Qty.: 0 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Stonginton,CT 06378 Max. UniRac Rail Span: 60 in.O.C. 60 in.O.C. 60 in.O.C. phone(860)535-3370 ......................... .......................... .. ...................... Fax(413)683-2225 Max.UniRac Rail Cantilever: 20 in.O.C. 20 in.O.C. 20 in.O.C. ......................... .......................... ......................... Adjusted Anchor Span: 48 in.O.C. 48 in.O.C. 48 in.O.C. GRID-TIED ........................................................................ Downforce Point Load: 338.8 Ibs 338.8 Ibs 338.8 Ibs PHOTOVOLTAIC SYSTEM ............................................................................ Uplift Point Load: -399.5 Ibs -252.5 Ibs -179.7 Ibs 5.225kW DC @ STC Minimum Anchor Strength: 707 Ibs KRONE, MARGERET Average Safety Factor: 0.00 72 DREWSEN DR. FLORENCE, MA 01062 Project# 10236741 8" 38'-4" DESIGNER: Val lonescu 10 REVIEWER: Mike Morrison 1� 37' VERSION DATE. 2014-11-18 REVISIONS # By Date Notes 1 2 3 a 17'-2" a 0 a 0 N X °o 0 UniRac SolarMount Mounting Notes: o 0 Total Quantity of Attachments=0 U) 0 Roof Zones are defined by dimension, a=3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is%3 the Maximum Rail Span • Racking and Attachment: UniRac Ballasted Roof Mount with Eco-Fasten Roof 1: Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing attached Asphalt/Comp. Shingle with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SS (Single Layer) N • All Dimensions shown are to module edges, including 1 in. Spacing between 2"x 4"Wood Truss ° Modules required when using the Top Clamp Method. @ 24"O.C. The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order Pitch: 24° 1 Azimuth: 180° E 3/16"= T-0" to support the End Clamps. • UniRac requires one thermal expansion gap(6 in.)for continuous sections of Array Size: 19 Modules rail greater than 40' in length N MODULE LAYOUT • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 110616-1cc, June 2011 • Attachment Locations, If shown, are approximate. Final adjustment of w E attachment location may be necessary depending on field conditions.All PV-A02 attachments are staggered amongst the framing members. S FOR CONSTRUCTION Equipment Specifications: — — — — — — — — — — — — — — — — — — — GS Module: (19)Solarworld Plus SW 275 Mono Black r 1 Inverter 1: (19) Enphase Energy M250-60-2LL-S22 I Racking: UniRac Ballasted Roof Mount 32 Taugwonk Spur,Al2 Attachment Flashing: Eco-Fasten Green-Fasten with ( ' Stonginton,CT 06378 CP-SQ-Slotted Bracket and Aluminum Flashing Phone(860)535-3370 I I Fax(413)683-2225 2225 GRID-TIED PHOTOVOLTAIC SYSTEM Ext.Wall: 5.225kW DC @ STC ' (E) Utilty Meter KRONE, MARGERET 72 DREWSEN DR. I FLORENCE, MA 01062 Int. Basement: Project# 10236741 (E)Main Service Panel DESIGNER: Val lonescu I (N) PV Production Meter/Monitor REVIEWER: Mike Morrison (N) PV AC Combiner Panel VERSIONDATE. 2014-11-18 I I REVISIONS ' 0 I # By Date Notes o � (N)PV Array (E) Driveway ® 19 Solarworld Plus SW 275 Mono Black Modules 3 19 Enphase Energy M250-60-2LL-S22 Micro-Inverters Asphalt/Comp. Shingle Roof a 2"X 4"Wood Truss @ 24"O.C. 5 Pitch:24° o ' Azimuth:180' (E) Property Line I S m I N , X ' o I o L — - - — • - - • - - • - - • - - • - - • - - • - - . J 0 Q N O 1/16"= T-0" DREWSEN DR. N SITE PLAN W E PV-A01 S FOR CONSTRUCTION City of Northampton Grid-Tied Photovoltaic System Building Department Plan Review I .�45 DC Rating: 5.225 kW 212 Main Street Krone, Margeret orthampton, MA 01060 72 Drewsen Dr. 32 Taugwonk Spur, �ve, �J Q/�Gc.r�rcl / y Stonginton,CT 06378 78 Florence MA 01062 Phone(860)535-3370 Fax(413)683-2225 Jurisdiction: City Of Northampton GRID-TIED heet List PHOTOVOLTAIC SYSTEM 5.225kW DC @ STC Scope of Work: General Notes: Sheet No. Sheet Title KRONE, MARGERET RGS Energy shall install a 5.225 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-000 COVER 72 DREWSEN DR. totaling(19) Solarworld Plus SW 275 Mono Black Modules with(19) Enphase Of Northampton. FLORENCE, MA 01062 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 PV-A01 SITE PLAN Project# 10236741 mounted on the asphalt/comp. shingle roof and interconnected via load side Northampton. PV-A02 MODULE LAYOUT DESIGNER: Val lonescu breaker connection. 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, No time on Sunday or legal Holidays. PV-A03 DETAILS REVIEWER Mike Morrison Equipment Specifications: 4. Product Data Sheets shall be included. PV-A04 MATERIALS VERSIONOATE 2014-11-18 5. Rooftop penetrations shall be completed and sealed per code by a Module: (19) Solarworld Plus SW 275 Mono Black licensed contractor. PV-E01 ELECTRICAL DIAGRAM REVISIONS Inverter 1: (19) Enphase Energy M250-60-2LL-S22 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS # By Date Notes Racking: UniRac Ballasted Roof Mount 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. — b. 3 9. DC Wiring shall be run in metal conduit or raceways within enclosed g a Roof S eClflcatlOnS: spaces in a building. Roof p 10. Conduit,Wire systems and Raceways shall be located as close as Asphalt/Comp. Shingle possible to ridges, hips, and outside walls. 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 2"x 4"Wood Truss .t @ 24"O.C. shortest path. 12. Space Requirements for electrical equipment shall comply with NEC Pitch: 24° 1 Azimuth: 180° Article 110. Array Size: 19 Modules x � r 13. Equipment grounding shall be sized in accordance with Table 250.122. Site Specifications: - S� Occupancy: II 14. Connectors that are not readily accessible and that are used in the a � 2 circuits operating at or over 30V AC or DC shall require a tool for g Design Wind Speed: 90 MPH opening and are required to be marked"Do not disconnect under N Exposure Category: C load"or"Not for current interrupting", per 690.33(c)&(e). $ X Mean Roof Height: 25 ft Ground Snow Load: 40 PSF 15. All signage to be placed in accordance with local building code. [� Adj. Roof Snow Load: 30.8 PSF 16. Signs or Directories shall be attached to the electrical equipment or _ _ T Q located adjacent to the identified equipment. All Work to be in Compliance with: 17. Signs should be of sufficient durability to withstand the environment. 2014 National Electrical Code(NEC) 18. Any plaques shall be metal or plastic with engraved or machine 2009 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 C ,< a � GREENFASTEN'M PRODUCT GUIDE - GF-I pl American Wood Council Lag Bolt Pull-Out Values I kt,^x � Iy Lag P ull-out (withdrawal) ca acities (Ibs) in typical roof lumber (ASD ) Lag screw specifications Specific 5116"shaft* Gravity r� per inch thread depth Douglas Fir,Larch .50 266 LU Douglas Fir,South .46 235 ( Engelmann Spruce,lodgepole Pine .46 235 # (MSR 1650 f&higher) Hem,Fir,Redwod (close grain) .43 212 A i Hem,Fir(North) .46 235 ` = Southern Pine .55 307 Thread Depth o Spruce,Pine,Fir 42 205 Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher o grades of MSR and MEL) 01 m rn tT Ln �O`z3}}���.� } $ % co L T � `T L i N .€ N W =Q EcoFesten Sol& All content protected under copyright All rights reserved 02116/1 1 Sec.6-1 GREENFASTENTM PRODUCT GUIDE - GF-I � .1 1,l" - -- - - Specifications { f ' PART I -GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be S p3 A. Submit manufacturer's written specifications. compatible with chosen roof application and 1.1 SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load f �Isl'l A. WORK INCLUDES C. Submit installation instructions. test data. f GreenFasten solar attachment bracket that D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed attaches directly to the roof deck. 2. Provide appropriate bracket and fasteners ultimate and allowable load values. to accept EPDM bushing. 4 for the roof system. D. Bushing is EPDM. 1.4 QUALITY ASSURANCE B. RELATED SECTIONS Installerto be experienced in the installation of E. Stainless steel bonded washer is 302 stainless "ry I.Section 07600:Flashing and Sheet Metal specified roofing material and snowguards for no less and EPDM. x 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 °p A. COMPONENTS: 2.Black-kynar painted fa z IJ 1. GreenFasten system consists of aluminum PART 2 - PRODUCTS ? o flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted 3 bonded stainless steel and EPDM washer. ' v 2.1 MANUFACTURER v 2. Fasteners o EcoFasten Solar R PART 3 - EXECUTION A.To be of metal compatible with aluminum 289 Harrel St.Morrisville,VT.05661 (' g GreenFasten components. (877)859-3947 3.1 EXAMINATION B.Fasteners should be selected for www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets I �' compatibility with the roof deck. are to be installed and verify that it will withstand L� C.Fastener strength should exceed or be equal 2.2- MATERIALS any additional loading that it may incurred.Notify to that of the allowable load of the system. y A. Attachment Bracket General Contractor of any deficiencies before See test data at www.ecofastensolar.com tr - 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. tr 3. Sealant(if required by roof manufacturer): I. F-I I I B. Verify that roofing material has been installed o to be roof manufacturer approved, correctly prior to installing solar attachment brackets. 4. Aluminum attachment bracket 2. L-101 J' 3. L-102-3- B. DESIGN REQUIREMENTS: 4. CP-R 3.2 INSTALLATION fn,f n Q A. Comply with architectural drawings and I. Bracket spacing to be recommended by 5. CP-S ro ect engineer's recommendations for location CO ro ect engineer. 6. SL-102-6" p I g p 1 g of system.Comply with Manufacturer's written 2. Install a minimum of one fastener assembly. 7. Z- 01 installation instructions for installation and layout. T, L 3. It is important to design new structures or 8. Custom k ° assess existing structures to make sure that xe they can withstand retained loads. U- 0 U L EcoFasten SolorrJ Ail content protected under copyright,A3 rght reserved 02;16'I/ Sec.5-I € r �r : y _ _ GREENFASTENT" PRODUCT GUIDE — GF- Bracket Options - CP-SQ t t� .375-.008 ° -� 2.000-.025 �- W Of a 0 � c o R 2.000-.025 -�— Q) i o M (T 5$'tj t L g, • .377 .010 THRU .875 .010 X 82 NEAR SIDE - ? w Compression Plate 2" X 2" Mill Aluminum EcoFosten Solaro All content protected under coDynght.All rights reserved 02/1611 1 Sec.4-4 GREENFASTENT" PRODUCT GUIDE - GF- ifk _ GFI- L 812 f.� h •• - 8.000 .005 *- R.38 +► -• -- 032 - f a ■f' 4 _A 0 12.00- .125 _ 30 .01 rt � 0 1 v 3.00- .125 a v 4.00- .125 +---- .. .26 -.01 ... �. co < � 4 N Finish Options BILK= Matte Black `j o BRZ= Medium Bronze r MILL= Mill Finish cl Ec„Fasten Solar' All content protected under copyright.Ail rights reserved.02i 1 5111 See.4-2 GREENFASTEN' PRODUCT GUIDE — GF-I Al", Exploded Product View Qs�, tt,k 4 621 r $ r a e 1 eo r �4' 3 v � e Of IT qtr Y ; a x, co x &t 2F."'mC t 1 t L 3L, b C � 3 d n 'S Ty t `�kii C S *Note:Numbers correspond with B.O.M,Sec.3-1 @ EcoFasten SokVlJ All content protected ucder cspyrift A'rghts reserved. 02 `6!!1 Sec,I- is s Is � of 'iv �� i � � 3 IiQaUCT GUIaE r il",J It y� }pyy{ �yyV1.4 C' I�.J! a ;1 { ' + ;pzj} ` E poded Pipd CtVie =- Sec. I3 } , i,i , t `yrtIt' r �nst�uctiof� -- C.2 fl E3i�43©f"Mate 11", na eC: fr}� s' f a a 31 s ?s. r�l, `T i 1 rt $} S Gff ICOC15 =�.eC,� t a BcsEt PLAI tec. 6 �, t � gg 'TX { x 1 #7 . {{ { r t t €q s s ' 1 ! } d F}} € + y f { # Y S TF { g { � { i� I .�.. k # :.�;� q t£3 1 ag F ( {.? J s Is d e 'j. g {i {: €S `�,s •'rt .I� s Ec S lar x + i n z s , Comitted to the SupPorC of Renewable Energy OOUNIRAC SOLARMouNT Technical Datasheets :Now 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 ::05:02:::] SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 14" HEX HEAD SCREW V4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR 0 1.385 HEX BOLT SLOT FOR 3/8" HEX BOLT .387 750 I Y Y A ►X aX SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted :oOUNIRAC SOLARMouNT Technical Datasheets in SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- M '"' 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 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'/a"serrated flange nut Flange Nu -Use anti-seize and tighten to 30 ft-Ibs of torque lr, /1�1 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 W X sure to check load limits for standoff,lag screw,or other attachment method 3,41 Applied Load Average Safety Design Resistance sxvo,rca Direction Ultimate Allowable Load Factor, Load Factor, ''""" "AZ Ibs(N) Ibs(N) FS Ibs(N) 0 201 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- 3258(14492) 1325(5893) 2.461 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 SOLARMoum Technical Data Umn SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 3021050,302106D ',\ Mid clamp material: One of the following extruded aluminum rra Bolt Mid la a NO alloys:6005-T5,6105-T5, 6061-T6 4 Clamp ?` - Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized 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'/4"-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 1.00 DIVAWE Direction Ultimate Load Factor, Load Factor, rrwr""oases Ibs(N) Ibs(N) FS Ibs(N) 4) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 1 229(1017) 1 2.27 346(1539) 0.665 Y Sliding,X± t 1194(5312) 490(2179) 2.44 1 741 (3295)1 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,3020040,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3020090,302009D,3020100,302011C,3020120 End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 ° oft Ultimate tensile: 38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized - End clamp weight: varies based on height:—0.058 Ibs(26g) 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 W-20 T-bolt and one'/4°-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 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) 4) WANES Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 THtC-'.WZ 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 SolarMount Technical Datasheet Pub 110818-1 td 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 . Nut (hidden..s alloys:6005-T5,6105-T5, 6061-T6 t Up Clip no 0 Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Beam g It • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/"-20ASTM F593 bolt,one'/<"-20ASTM F594 serrated flange nut, and one%"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- s 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, i Ibs(N) lbs(N) FS Ibs(N) m r� 'r° 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 1 r X 4 Sliding,Z± 1 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a S PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power P 275 Wp Maximum power P 203.1 Wp .4 Open circuit voltage Vo( 39 AV Open circuit voltage V a 35.7 V Maximum power point voltage V 31.0 V Maximum power point voltage V 28.1 V Short circuit current I mu 9.58 A Short circuit current Imo 7.75 A Maximum power point current I 8.94A Maximum power point current I 7.22 A S1 C!1000 W/ml,25•C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25"G at 200 W/m�100% 1)Measuring tolerance(P,,,,)traceable to TLIV Rheinland;+J-2%(TUV Power Controlled). (+/-2%)of the STC efficiency(1000 W/m�)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS Cells per module 60 NOCT 48'C Cell type Mono crystalline TIC 1 0.04%/°C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC voc -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/mz Maximum system voltage SC II 1000 V -- 800 W/ml Max.system voltage USA NEC 600 V —- Maximum reverse current 16 A ,g 600 W/mz Number of bypass diodes 3 UL Design Loads" Two rail system 113 psf downward 64 psf upward d 400 W/m' 170 psf downward o UL Design Loads" Three rail system 64 psf upward 0 f 200 W/m2 1 psf downward Z IEC Design Loads` Two rail system 50 psf upward 13 100 W/m *Please refer to the Sunmodule installation instructions for the details associated with -- ,-- - - ,--- - - - these load cases. Module voltage IV] V« ADDITIONAL DATA -1-x4 37.44(951) Powersorting' -OWp/+SWp J-Box IP65 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 M and"Bottom"mounting methods ry JrGrounding Locations: N 4 corners of the frame 4locations alongthe length of the module in the extended flanges 1.34 34 X4 •1 4.20(107)t 1.22(31) I, 39.41(1001)----I rAll units provided are imperial.SI units provided in parentheses. SolarWorld AG reservesthe right to make specification changes without notice. SW-01-6025US 02-2014 Sus iQC un, mv,.TUV Power controlled: ToV11-1 - Lowest measuring tolerance in industry 'O 00000"", 31 Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice J Sunmodule Plus: Positive performance tolerance 25-year linear performance warranty �f and 10-year product warranty J Glass with anti-reflective coating J World-class quality q-1ftd IEG 61215 taw as mmnnln rrtntatenoe Fully-automated production lines and seamless monitoring of the process and material v $"°"" °°.'E`°"'° d E •30.1,m.N.,IElon _, P°nodl<tn,o°.Iron •91owln0 e°ntl ne°IW�t $3o�n• nm 'POwal Cnntrntl°d ensure the quality that the company sets as its benchmark for its sites worldwide. Q SolarWorld Plus-Sorting /1 SAO„M°„t;E1FZ„ SP° Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that s°"M�1µL515iNT rt+oniwaac ranoucr C US have greater than or equal to the nameplate rated power. UL 1703 -IS09001 25 years linear performance guarantee and extension of product warranty to 10 years IS014001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of `_-�_ 25years,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.corn 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 v Telephone: 408.379.2068• apex @thestructurals.com Friday, November 21, 2014 8" 3T 5577-14 Krone 10236741 R.Ward MA RGS ROOF Photovoltaic DC Rating: 5.225 kW ,T_Z. Krone, Margeret 72 Drewsen Dr. Florence, MA 01062 Jurisdiction: City Of Northampton To: Building Department, The aforementioned structure has been examined and it has been determined that the trusses can support the proposed 5.225 kW PV system. We have verified the structural integrity of the trusses 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 C, ground snow load of 40 PSF and PV Panel of 3.85 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, jN OF THOMAS J. cYATES 0 CIVIL rn _ Ground WEEB& No.51039 Module Clamp Q/STEQ� �' f r Rad w L-foot Solarmount ��cSSSy�� ff. �,''~ Rail w/L-foot IONA 1 Eco-Fasten S: 06/3 6 f Green Fasten With CP-SO-Skmed Bracket And Aluminum Flashing r 5116"x 3.5"S.S,Lag Bolt w/2.5"Minimum Penetration .ryS _ A 0�' Sealed w/Approved Sealant NNW RG S Clean Power Bright Savmgs. Property Owner Consent Form Owner: CoseLl Kfine ar �irw- Address: O rtyP. Town: ��f3Y�VAC Q State: Zip: ► e Phone: 1 hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. CaJ4 VWff of Prop rty Owner Date 32 Taugwonk Spur,A 12,Stonington,CT 06378 tel 8 00.535.3370 tax 4'13.683.2225 i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street 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 Tauqwonk 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): 151 I am a employer with 120 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.F-1 I am a sole proprietor or partner- listed on the attached sheet. $ E]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.❑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' 13.❑x Other solar panels comp. insurance required.] *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. $Contractors 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: 72 Drewsen Drive City/State/Zip: Florence, 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 certify Onder the pains and penalties of perjury that the information provided above is true and correct. Signature: i�1^G Date: 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#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phil Smith 108025 License Number —9-B41 gs Street, ampton, MA 01027 4/22/18 Addr s Expiration Date 413-977-9593 Si ature Telephone 9.Realstered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Ta wonk ur,A-12,Stonington,CT 06378 4/6/15 Ad '' 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 aaalicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decks [p Siding[❑] Other[[Zl] solar Brief Description of Proposed Work: Installation of a 5.225kW roof mounted solar array using 19 SolarW orld SW275 Mono modules.19 Enphasc M250-60-2LL-S22 micro inrvcrters&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 ea. If Now 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 Casey&Margaret Krone 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 J A I--I f`f 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 Signature of Owner/Agent Date 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 = x___ Frontage Setbacks Front Side L: R:� L: R:' Rear Building Height t Bldg.Square Footage __ .. 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 0 DON'T KNOW YES 0 IF YES, date issued:! IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 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 Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained 0 , 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 ® NO 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 © NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton status of Permit: 9 ilding Department Curb Cut/Driveway Permit �_.'7 �.I II �i 12 Main Street Sewer/SepticAuallabllit Room 100 Water/Well Avallability ampton, MA 01060 'Two Sets of Structural Plans 0 20r4 a 11 phone 4 -5 7-1240 Fax 413-587-1272 Plot/Site Plans �'"` ias,irsoeclions Other Specify. �.n n NIA0106 UCT,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 72 Drewsen Drive Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Casey&Margaret Krone 72 Drewsen Drive,Florence,MA 01062 Name(Print) Current Mailing Address: 413-548-4408 see signed authorization form attached Telephone Signature 2.2 Authorized Ascent: Alteris Renewables dba 32 Taugwonk Spur,A-12,Stonington,CT 06378 Name(Print) JJ Current Mailing Address: _ 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 21,000 (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) 26,000 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0648 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 72 DREWSEN DR MAP 35 PARCEL 105 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out P619 r Fee Paid Typeof Construction: INSTALLATION OF A 5.225KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildine 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: _-Zip ved 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 Demolition Delay Signature of Building Official 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. 72 DREWSEN DR BP-2015-0648 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 35 - 105 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-2015-0648 Project# JS-2015-001241 Est.Cost: $26000.00 Fee: $156.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 108025 Lot Size(sq. ft.): 9016.92 Owner: Casey Krone Zoning-: Applicant: REAL GOODS SOLAR INC AT. 72 DREWSEN DR Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.1211212014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALLATION OF A 5.225KW 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 $156.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner