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17D-088 (3) SOLARMOUNT Technical Datasheets ::' U N I RAC 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 1.728 al 1 /4" HEX HEAD SCREW SLOT FOR T-BOLT OR 1 /4" HEX HEAD SCREW 7 BOTT SLOT FOR 1 SLOT FOR 1 iii OM CLIP �� 2.500 BOTTOM CLIP 3.000 1.316 if t SLOT FOR 3/8 1.385 " HEX BOLT SLOT FOR j ` 3 /8" HEX BOLT I .387 1 1 .750 1.207 Y Y 1.875 A A .x . SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 SOLARMOUNT Technical Datasheets :PUN! RAC 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 - • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L - Foot weight: varies based on height: —0.215 Ibs (98g) 1, . Allowable and design loads are valid when components are Bea . - [J assembled with SolarMount series beams according to authorized ""N► Bolt UNIRAC documents L • For the beam to L - Foot connection: • Assemble with one ASTM F593 % " -16 hex head screw and one *"� errated ASTM F594 % "serrated flange nut Flange Nu l ''" • Use anti -seize and tighten to 30 ft-lbs of torque • R esistance factors and safety factors are determined according to part N:. 1 section 9 of the 2005 Aluminum Design Manual and third -party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L -Foot to beam connection only; be 0- X sure to check Toad limits for standoff, lag screw, or other attachment method 301 Applied Load Average Safety Design Resistance XK +OT wp Direction Ultimate Allowable Load Factor, Load Factor, ,k """`"" Ibs (N) Ibs (N) FS Ibs (N) m 2 0 1 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) 2.46 2004 (8913) 0.615 Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 3 SOLARMOUNT Technical Datasheets :E U N I RAC SolarMount Mid Clamp Part No. 302101C, 302101D, 302103C, 302104D, 302105D, 302106D Bolt • Mid clamp material: One of the following extruded aluminum : rra = • alloys: 6005 -T5, 6105 -T5, 6061 -T6 Mid la • e Nu Clamp • Ultimate tensile: 38ksi, Yield: 35 ksi 101 ,,,„, 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 %"-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -Ibs of torque Beam y�_ ie N • 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 DISTANCE - Direction Ultimate Load Factor, Load Factor, irk WOWS Ibs (N) Ibs (N) FS Ibs (N) m Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 - Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Y Sliding, X± 1194 (5312) 490 (2179) 2.44 741 (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, 3020070, 302008C, 302008D, 302009C, 302009D, 302010C, 302011C, 302012C • End clamp material: One of the following extruded aluminum alloys: 6005 -T5, 6105 -T5, 6061 -T6 :oft • Ultimate tensile: 38ksi, Yield: 35 ksi ..-''f • 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 Vie' 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 1 / " -20 T -bolt and one % " -20 ASTM F594 serrated flange nut Bea • Use anti -seize and tighten to 10 ft-Ibs of torque j - �''' • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - Y \,4 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 Applied Load Average Allowable Safety Design Resistance 011),71.1.N ,_ Direction Ultimate Load Factor, Loads Factor, Ibs (N) Ibs (N) FS Ibs (N) 0 WIIN Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 MAW TNICANESS Transverse, Z± 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X± 142 (630) 52 (231) 2.72 79 (349) 0.555 Dimensions specified in inches unless noted 2 !, N , SOLARMouNT Technical Datasheets IP U N I RAC SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L -Foot 3 SolarMount Beams 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 - (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 ' ' ` " f assembled with SolarMount series beams according to authorized `, UNIRAC documents Assemble with one %%20 ASTM F593 bolt, one 1 /4 " -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, a Ibs (N) Ibs (N) FS Ibs (N) 0 l '" Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Y Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 £ -'co r X Sliding, Z± 66 (292) 27 (119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted III CS5P- 240/245/250/255/260M Electrical Data CS5P -240M CS5P -245M CS5P -250M CS5P -255M CS5P -260M Nominal Maximum Power at STC (Pmax) 240W 245W 250W 255W 260W Optimum Operating Voltage (Vmp) 48.1V 48.4V 48.7V 49.0V 49.3V Optimum Operating Current (Imp) 4.99A 5.06A 5.14A 5.21A 5.27A Open Circuit Voltage (Voc) 59.4V 59.5V 59.6V 59.8V 60.0V Short Circuit Current (Isc) 5.34A 5.43A 5.49A 5.55A 5.62A Operating Temperature - 40t — +85C Maximum System Voltage 1,000V (IEC) !600V (UL) Maximum Series Fuse Rating 10A Power Tolerance +5W Pmax - 0.45 %It Temperature Coefficient Voc 0.35 °% %C lsc 0.060 /° /t NOCT 45t Under Standard Test Conditions (STC) of irradiance of 1000W/m', spectrum AM 1.5 and cell temperature of 25T: Mechanical Data Cell Type Mono - crystalline Cell Arrangement 96 (8 x 12) Dimensions 1602 x 1061 x 40mm (63.1 x 41.8 x 1.57in) Weight 20kg (44.1 lbs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging (Modules per Pallet) 20pcs Engineering Drawings I -V Curves (CS5P -255M) Tl^ ( " • ® 1 1 1 1'' i I u simm..0- , f tn...., a. . _ „. • v • • + 1 ) , : , pia la •11 -HI ; ,, ____ , , , ! I ..... m g■ , I / ''' ' - _____ a , • ,......• iii, _,, ____, J I aaa $,� r 410 700 1 *Specifications included in this datasheet are subject to change without prior notice. ce th About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically - integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots, wafers, cells, solar modules and November 2006. Canadian Solar has expanded its cell capacity to solar systems. Canadian Solar delivers solar power 800MW and module capacity to 1.3GW in 2010. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 1 650 Riverbend Drive. Suite B Kitchener. Ontario I Canada N2K 3S2 Tel: +1-519-954-2057 Fax: +1-519-578-2097 inquire.ca @canadiansolar nom www.canadiansolar.com t _ t• CanadianSolar • ••••• • • • • • • • CS5P • • • • • • • • 240/245/250/255/260M • • • • • • • • • • • • • • • • • •. •. • .• • • , , 4 4 • • • • • • s fr r • • • • • • • 4 ` , On -grid Module + • • • • • • 4 ' ! CS5P is a robust big solar module with 96 solar ® ® • • • 4 : �, , cells. These modules can be used for on -grid solar applications. Our meticulous design and ° \ ° ° 4$ production techniques ensure a high - yield, long -term performance for every module produced. Our rigorous quality control and in -house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Key Features • Top ranked PVUSA(PTC) rating in California for higher Applications energy production • On -grid residential roof -tops • 6 years product warranty (materials and workmanship); • On -grid commercial /industrial roof -tops 25 years module power output warranty • Solar power stations • Other on -grid applications • Industry leading plus only power tolerance: +5W ( +1.9 %) • Strong framed module, passing mechanical load test of 5400Pa to withstand heavier snow load Quality Certificates • The 1st manufacturer in the PV industry certified for • IEC 61215, IEC61730, UL 1703, CEC Listed, CE, ISO:TS16949 (The automotive quality management MCS and KEMCO • system) in module production since 2003 IS09001: 2008: Standards for quality management systems • IS017025 qualified manufacturer owned testing lab, • ISO/TS16949:2009: The automotive quality fully complying to IEC, TUV, UL testing standards management system Environment Certificates • ISO14001:2004: Standards for Environmental management systems • QC080000 HSPM: The Certification for Hazardous Substances Regulations IEC �E ,� (E C ®i Tv w CYCLE www.canadiansolar.com 3/8 -16 X 3/4" SS HEX BOLT 3/8 -16 14-#161 SS FLANGE NUT 3r lr _ 4 6105 -T5 ALUMINUM 41111111111111111111 lr ' 4 ORE ° A C 00 SolarMount/SunFrame © 2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 L -Foot UNIRAC.COM UNIRAC- 310068 S:AAutoCad CetaH Library \CAD \UNIRAC - 310068 —tin Serro:ed I. foot.dwg, 6/24/2008 14 : 32 0M x 44 i �� . \ _ i fit f (( x �� x A , ,,, GREENFASTEN PRODUCT GUIDE — GF -I 3 :ill American Wood Council Lag Bolt Pull-Out Values ` .t , ` °# i 4 011.1j0A A a k t 441'.'7:i Lag pull -out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) . i# L ag screw specifications Specific l' 5/16" shaft* r _. , ::,,,, :,041.,,,:_'i,E.;.- �t Gravity , E per inch thread depth k F ` ' t,; 3 Douglas Fir, Larch .50 266 Douglas Fir, South .46 235 1 � 1 . E Engelmann Spruce, lodgepole Pine .46 235 4 � �� f` f v (MSR 1 650 f & higher) ,t ti �a 1 { t Hem, Fir, Redwod (close grain) .43 212 i ,� , Hem, Fir (North) .46 235 , f. tj ;tr Southern Pine .55 307 Thread f® :t `t ; _ 0 Spruce, Pine, Fir .42 205 x ' v Spruce, Pine, Fir .50 266 (E of 2 million PSI and higher x �f. o grades of MSR and MEL) N . x 11 1 .4 C 1 O 1 W f�. F y 67 All ., Cnt protected : te;' n b7 ahr 4,! t. _ s 7,, ! art• 3 ::: • Sec.6- 1 It . 1 I' 1 ;13, , iI, xk { - G ' GREENFASTEN` " PRODUCT GUIDE — GF -1 ,� , , Specifications d1 ,t PART I — GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others) to be + t,t 4 A. Submit manufacturer's written specifications. compatible with chosen roof application and r e 't"' C ¢ 1.1 SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load ii 3 ii A. WORK INCLUDES Submit installation instructions. test data. . i GreenFasten solar attachment bracket that D. Submit product specific load test data, showing C. Base flashing is .032 gauge aluminum embossed { F a ttaches directly to the roof deck, ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners 1 ' * for thfsystem. . Bushing is EPDM. jcl £' rI' e rooy em. I.4 QUALITY ASSURANCE 4 F } B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless r z � ' 1. Section 07600: Flashing and Sheet Metal specified roofing material and snowguards for no less and EPDM. 4 2. Section 07500: Roofing than 5 years in the area of the project. 1 ' , t 3. D iv ision I:Administrative and procedural 2.3 FINISH — Mill Finish requirements 1.5 DELIVERY / STORAGE / HANDLING q A. Bracket is mill finish aluminum r , ;I t @; r. lit . 4. Division7:Thermal and Moisture Protection Inspect material upon delivery. Notify manufacturer a B. Base flashing (choose one) within 24 hours of any missing or defective items. Keep f�7 x '' r c 1.2 SYSTEM DESCRIPTION material dry, covered, and off the ground until installed. I. Mill Finish � - A. COMPONENTS: 4 2. Black - kynar ainted 1 p s GreenFasten system consists of aluminum PART 2 — PRODUCTS sa } ti _ flashing with integral EPDM bushing and one 3. Dark Bronze - kynar painted �ti , . bonded stainless steel and EPDM washer r. 2.1 MANUFACTURER ,' - � 't 2. Fasteners EcoFasten Solar® PART 3 EXECUTION . 1 $, ° A.To be of metal compatible with aluminum 289 Harrel St. Morrisville,VT.. 05661 GreenFasten components 3.1 EXAMINATION �� - (877) 859 -3947 Z, B Fasteners should be selected for IS' 3, www.ecofastensolar.com. A. Substrate: Inspect structure on which brackets = - '# , 0 c w t roo d ec k . are to be installed and verify that it will withstand 'A 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. A. Attachment Bracket General Contractor of any deficiencies before , f, 3 .. Se test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. r. ` 3 Sealant (if required by roof manufacturer): B. Verify that roofing material has been installed om: I. F -II I _ _; tt to be roof manufacturer approved. 2 L I 0 -3" correctly prior to installing solar attachment brackets. r, 4. Aluminum attachment bracket it -ft t ,. 3. L- 102 -3 3.2 INSTALLATION B. DESIGN REQUIREMENTS: 4. CP -R A Comply with architectural drawings and - 4t t I . Bracket spacing to be recommended by 5. CP -SQ ro ect engineer's recommendations for location , i i `� P ro 1 g ect en ineer. 6. SL- 102 -6" p I g of system. Comply with Manufacturer's written k 0 2. Install a minimum of one fastener assembly. 7. Z- 01 installation instructions for installation and layout. 3. It is important to design new structures or 8. Custom o assess existing structures to make sure that `t they can withstand retained loads. i 0 i i,}` 0 2, E,:.2 F e10 4 ' , , ' 7rrr . ^der c , Pw;gh*_ 43 g 11 ,?r+ . 02 16'1 Sec.5-I ik frr is, .t Yfii ; l' ', '. ' X1,,, l'i";%•} GREENFASTEN'' PRODUCT GUIDE — GF-I Bracket Options - CP .;.. jiik,t ' 0 ,„ :1, , Jui ,...,..?..,. k1 •: - .,... f, i a• i - Y ipilii: -,! • , )__ _i( Iiztrfriit: \ , iitil.:.,--tr • , .375 T .008 ,, . _ ,- •,, -,-.,-,, — Pi , • • ' "Iik - ',1•1 , 4 . • , , 1 --- 1•=, i, [lift I • ,I, ;i lk,: ' 4 ..•.::, . e l!. 1* -•: - ., -,,,v • ..„: . .', - . ,, ..1.14. , •.:: -';;T-. , „, 1.11 r'':' i, , • .1 '1, 1 4. 1. ;'..1 - ....)-'-- - ,:- . , 1144ililift:.-J;%•;,,. 2.000 .025 -..---- 'O'tkil ,..:.-!.•,•, .,„. , 4t.41 ij 'f i'ril :i., ?::.zi•- '-.: _.;, 1 ,,, ,, ., 4 ir!•43:11,11fir,i1:4,:iti ., ITT. Z I110 ,,..; , i ,,, _ , ' 'i t;• 0 ;14 IttrA fr • z l 'il' 11 : :::',,,,' 1.4 1-- -: - ii -', ', '",,-,4-'- •v t-,',.i , --1 •L it' : , -I.- :- . ', ,, ,'- : --: 2.000 - .025 4;' 'iit;'• , ,- , ..1.-4.. • illi.',1: I:4 `'',' ''„•' .oir..; E,'-,' Y 4 -;.',.-.:4 :. c9 II : , ;:::':'.1 - ;:f2;!•4 3- 1;Vifi, ,,,, ' - ft.;;-•g - .a , ' 1; -6 : .3777.010 THRU „.. , .. ... — .... , ; .. ' li :I-. :';:j-7 . II.. - (r) - 275 ' .010 X 82 NEAR SIDE ' --'''''''-.;.-, '.- - '''' , - - :- 1 f • ,` Compression Plate 2" X 2" Mill Aluminum Sec.4-4 GREENFASTENr" PRODUCT GUIDE - GF-I GFI-L812 '--:' .--' -.--, .....ii-:,i,:i 1 14---• t'--. ,--- - - ,,r -,..-.11.--1:-•';'-'71 - . 8.000 .005 Mi..- R.38 ,....±..* .032 14 1 - :-.! -- tAtfr!:,,.- - ,f 4 :i.11: - ...11 - 4, - 1::,.. - q -:-.----.. f11111, ; .11 .88 -. .01 .. ;J, 4 4.0 QJ - -- - tr...41:: z 4, =[ 12.00 - .125 4.1. .: -,..-:-.- .- .30 .0 h , . d i ' - .................. 3.00 .: .125 44:4 1 I I ! .4 i.:-..p n A; i:: k4.,iff,"..k;:,i,,-,.'-;, : 4.00 -:- -: .125 ---■ 0- .26 .0 n -- r 1.--.4- .05 ' —r) -. '..'.: .•.:', 1- : ;?is,.': -'3 Finish Options 1 5 BLK = Matte Black 0 BRZ =- Medium Bronze MLL = Mill Finish , . Sec.4-2 GREENFASTENT' PRODUCT GUIDE — GF- I Exploded Product View :1:-:ilt.:::',7:::: - - , 1 - A - 4 • 7 ": ': 0 ow - 41 4 ltitft..w.4.ft ,A0 ,, : ,..., ,.....::,....:,,.. ..__, ,....„.„ ,...._ ,.,,....,,.. '' " I ' :- dttlreritlt.ttl:ll'q ,,,diff 1."If441 ,:„...... •,.. 1 - .;;ki.- k,-.,, 1 ,.'_, Ifi!■11. . - .. . „v. - ":i:,',.::,,, i i •- ;.,-' , .'-' , .'t - A : C•i . ftriVrA. - i-f,' . a ..-. ...,,., .......... -,.- ,, : - s 1- 11- 1' - ' ' '•.•- - -.-kt.1 - 4?:' - •:•".-.q.-' - ...:;'-.! 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N, >S- °" a t v 3 x �'., "' . ' '�.� o .4* ' . Y .,:_s;v4 -:. k � c r :.. z r"�` suk 4: , �a`�`s1 : ^:�2 4 s G : v s, 1'` SJ F x ..:, ,,' , Y4 t 42' T' of t"'� *.. o . u'� - ss �' €iY 3.:.x'3' ., "� z . �7 ' U v 1 �: �l 3' 10' ! R 3 > 24' 11" 0.411 vin o y oa o a 1O y U ci — u_ a 1 y o m O 7 7 * to O Q N N a 'e > p 7t �" ma y' Y CA c V N N 2 1 o o o I :, r CD ' ~ u,),„ U v 0 O N w `,.. rn V) N M M a Lc. CD 0 t U CD a 2 ? 2 . rn N N A 9 O F `-=.1 N Site Conditions: ° N Ground Snow Load = 40 PSF ,. • Design Wind Speed = 90 MPH and Exposure 8 cc cc • Building Occupancy = II N • Mean Roof Height = 15 ft. • Roofing Material is Asphalt Shingle ;„i., • Framing is Trusses @ 24 " O.C. Truss Spec Sheet indicates sufficient capacity to support the PV Dead Load. See Environmental Load Sheet. Securement Method: 1 • Quantity of Attachments = 42 @ 48 in. O.C. (Limited by Structurand Characteristics) �,. • Maximum UniRac Span = 48 in. 0.C. (Maximum Allowable Cantilever is 1/3 the Maximum Rail Span) . / - - -- • UniRac L -Feet with Green- Fasten GF1 -CP -SQ Flashing and a 5/16" X 3.5" SSTL Lag Screw .., : • UniRac SolarMount Rails require 1 in, Spacing between Modules and an extra 3 in. beyond end Module edges. 'L! • Array Installed according to the UniRac SolarMount Code- Compliant Installation Manual ver. 227.3, Pub 110616 -1 cc, June 2011 Site Visit by Andreas Schmid cc w ■ -.../ Wmo� 1- r $'4 O rr n II 3" ,r 5" E rr 7 n` i I w� 2 o ar C) ifo. 04 0 cn —y fir. it MIN7i, ■ 7 o • a """R'�NA'X t r4 o i m o °c ,7 c Q° ..' ''# y 'ai d p, • ik Cn M sr —4 , ,q1 430°1 ‘..._ SYSTEM DESCRIPTION 'i i VERS BY DATE COMMENT m I I� 1 R NW 2012 - 02 - 15 Initial Draft System Si = 5 .25 kW DC (STC) David Fay tell 2 RNW 20".— 2012-03-29 Truss Spec sheet/ 21 Canadian Sol CS5P -250M Modules 111 Straw Ave r `° ` 1 SMA SB5000 US Inverter Florence, MA 0 1062 — Mounted on UniRac SolarMount Rails P N F1 HEADQUARTER 833 West Sou Boul Rd Module Tilt =15° R Photovoltaic Lou i sv 00 567 - 652 co 80027 Azimuth =198 °(True) ( " PV ) System z — Tel 800 7 DWD ENGINEERNG, INC. 5 MICHAEL ROAD EAST BRIDGEWATER, MA 02333 (508) 37&9602 FAX (508) 378-2922 April 16, 2012 Mr. Louis Hasbrouk-Building Commissioner City of Northampton Building Department Pulchaiski Municipal Building 212 Main Street Northampton, MA 01060 RE: Capacity of Existing Roof to Support Proposed Solar Panel Array Faytell Residence 111 Straw Avenue-Forence. MA Dear Mr, Hasbrouk, This office reviewed the above referenced site for the purpose of determining whether the existing roof structure was capable of supporting ar additional load introduced by the proposed solar panels The folowing is a summation of our observations. There are a total of 21 solar panel modules proposed for the southern facing section of roof. The solar panels have a footprint of 63.1" x 41.3" and weigh 44.1 pounds each. This translates into a unit weight of 2.5 psf per panel, The support rails have a minimal unit weight (.5 psf). The roof structure consists of 5/8" plywood over pre-fabricated roof trusses spaced at 24" or. center. The 8 Edition of the Massachusetts State Building Code (One and Two Family Dwellings) states that ground snow load for Florence is 40 psi, The truss design drawings prepared by Truss Engineering Corp. dated November 14. 2011 indicate that the pre-fabricated roof trusses were designed for 40 psf snow load. The truss top chords were also designed for an additional load of 10 psf specifically fo a solar pane allowance which is greater thar, the actual load of approximately 3 psf. Based on the field observations and the information noted above it is my professional opinion that the existing roof is structurally sound and able to support the additional weight of the soar panels If you have any questions concerning this letter or if I can be of further assistance, please do not hesitate to contact me. S A I A 1 Domenic W. ',DeAngela P.E. Presiden; Cc: Real Goods Solar 04/19/2012 10:37 FAX 4135850417 PARADISE_COPIES fj001 /002 � alteris ^ qF • fk FS Property Consent Form Owner: David Faytell Address: 111 Straw Ave Town: Florence State: MA Zip: 01062 Phone: (413) 237 -6487 I hereby give permission to Alteris Renewables, Inc. and their representatives to pull the required permits for a solar installation on the above stated property. Signed, - omeowner(s) / D to The Commonwealth of Massachusetts n Department of Industrial Accidents r _►� _ 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. 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. © 1 am a employer with 120 4. ❑ I am a general contractor and I 6. El 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. I 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 officers have exercised their 10.0 Electrical repairs or additions required.] 3. ❑ 1 am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.E 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: National Union Fire Ins. Co. Policy # or Self -ins. Lic. #: WC13978927 -CA Expiration Date: 01/01/13 ) Job Site Address: d 1 1 54 ft\-- A- V<-. City/State /Zip: f /ore_P t. - /LIP O%(; 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 cer y under the pains and penalties of perjury that the information provided above is true and correct. Signature: 6 i"' Date: /// 0 ��.�<— �r 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 : Dan McLean 105675 License Number 32 Taugwonk Spur Al2 Stonington CT 06378 07/22/13 Address Expiration Date 860- 535 -3370 Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Michael Rotondo 162709 Company Name Registration Number 32 Taugwonk Spur Al2 Stonington CT 06378 04/06/13 Address Expiration � Expiration Date pr 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 ® No ❑ 11. Home Owner Exemption 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 buildine 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) n Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding [0] Other [91 Brief Description of Proposed Work: Installation of a 5.25 kW solar array on roof of home using 21 Canadian Solar CS5P - 250M modules and an SMA SB5000 inverter Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addldon to existing housing, 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 No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? 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 David Faytell , as Owner of the subject property hereby authorize Alteris Renewables dba Real Goods Solar to act on my behalf, in all matters relative to work authorized by this building permit application. r li re. C� r r- � Vic+ r T'Nn 4 /10 /s / i Signature of Owner Date Heather Ayers for Real Goods Solar 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. f. Print Name Signatu /Agent Date Section 4. ZONING AR 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: Rear Building Height 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 O YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW © YES 0 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 © NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES O NO 0 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 O NO ® IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Department on ly #w= l City of Northampton Status of Pe Building Department Curb CutiOrlyaway Penult • Z i ��2 212 Main Street , y Room 100 watartWell Ava bift EGTtONS T OF Burro ■�G N P Mp01 060 rthampton, MA 01060 Two Sets of Structural 1 6$ 1;6`t.1" OF p one 413- 587 -1240 Fax 413- 587 -1272 PiottSite Flans r Specify 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 111 Straw Ave Map Lot Unit Florence MA 01062 Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: David Faytell 111 Straw Ave Florence MA 01062 Name (Print) Current Mailing Address: 413- 237 -6487 e,'rr.;- .X' c'.r Telephone Signature 2.2 Authorized Anent: c' - f )te_.e /AY-e.(S ter �n . r G- r ;' Trick)(v rK •p 1f )4 l2 'Ic'r -{ (1 . 9-05 7 i Name (Print Current Mailing Address: i (fD 4 4-7 iC ?c)( fri;3 z) 3 -37c) Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 5,000 (a) Budding Permit Fee 2. Electrical 21,000 (b) 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 ,pia 9 Vi 57 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date 'Pit — w t)E go6iNeerc. File # BP- 2012 -0937 L-E1T Ell- APPLICANT/CONTACT PERSON ALTERIS RENEWABLES INC C- AU6b `t l ' 1 C -2./ ADDRESS /PHONE 32 TAUGWONK SPUR RD UNIT 10 STONINGTON (411).=7:211:76 PROPERTY LOCATION 111 STRAW AVE MAP 17D PARCEL 088 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 5 - / a 97 /St Fee Paid Typeof Construction: INSTALL SOLAR ARRAY ON ROOF New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 105675 3 sets of Plans / Plot Plan THE FOLL NG ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO TION PRESENTED: pproved 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 _ . v elaY 6/ Si: i r e o u.g O icial 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. 111 STRAW AVE BP- 2012 -0937 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17D - 088 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New Single Family House BUILDING PERMIT Permit # BP- 2012 -0937 Project # JS- 2012 - 000448 Est. Cost: $26000.00 Fee: $156.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ALTERIS RENEWABLES INC 105675 Lot Size(sq. ft.): 12632.40 Owner: FAYTELL DAVID & DANI Zoning: Applicant: ALTERIS RENEWABLES INC AT: 111 STRAW AVE Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT 10 (413) 734 -1456 Workers Compensation STONINGTONCT06378 ISSUED ON:5/10/2012 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL SOLAR ARRAY ON ROOF 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 5/10/2012 0:00:00 $156.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner