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C O V J 0 a) U C U O C ++ o E E E o o c m -0 � O rn0 E ai °) � p.� o - vin U c a) ° U z m m m ? ? U 2z - c Z W O' a) YC_ E (,� 0 p)~ Q 3p_ a' C L C C C — W Z O (n C V M a v U N O E � x m N c� '� Q m p O � O O � r -- ~ C U 7 m U CL ca N a) O > cu `+ O O �_ _ i U a) x a) � 000000 ¢ U +`• N fX 0 a' 02 •�2 Cw ¢ U O � U (V a ¢ O ° W 20 — NNNNNN2 ¢ (n ¢ r ® w iT) Q 60-40-4LOZ (sayoul00'LL X 00'll)B Paale llnd ISNN OSZOzWL 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3a 4� 6105-T5 ALUMINUM 1,. 000 0000um � HAC SolarMount/SunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 L-Foot UNIRAC.COM 1 UNIRAC-310068 S:\AutoCad Detail Library\CAD\UNIRAC-310068-2in Serrated L Loot.dwg, 6/24/2008 1:44:32 PM UNIRAC . - , . . . - - 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) pif 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 14„HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 -T SLOT FOR U 1.385 HEX BOLT SLOT FOR HEX BOLT .387 750 1207. Y Y �--1.875 •X w SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a . . . Technical . . . - - =UNIRAC 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 r 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 • 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 a.ot Applied Load Average Safety Design Resistance A SLOT roa Direction Ultimate Allowable Load Factor, Load Factor, iw�aw+4nx ' i Ibs(N) Ibs(N) FS Ibs(N) 0 Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 - a"ai 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) 2.46 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 0.664 amUNIRAC . - , . , , - - : SolarMount Mid Clamp Par:No.302101 C,302101 D,302103C,302104D, 302105D,302106D Bolt Mid clamp material: One of the following extruded aluminum MW la Bolt 6005-T5,6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) • 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 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 LAD D9TAWZ Direction Ultimate Load Factor, Load Factor, Wxwee"raaxs.. Ibs(N) Ibs(N) FS lbs(N) 0 I ' Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 -- ---- f I Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) , 0.665 Y Sliding,X± 1194(5312) 490(2179) 1 2.44 741 (3295) 1 0.620 i W Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 -•'" Olt Ultimate tensile: 38ksi,Yield:35 ksi -r" 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 assembled according to authorized UNIRAC documents Menge 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 Y4"-20 T-bolt and one W-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 ,s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) (1) WIN Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MOM j r"' 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-anless-noted . Technical . , , - - Us OnUNIRAC 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 (hidden.,s alloys:6005-T5,6105-T5, 6061-T6 Up Clip n 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'/4"-20 ASTM F593 bolt, one%"-20 ASTM 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 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) Ibs(N) FS Ibs(N) m 3'2' Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 i' ,; Y Transverse,X± 1 1128(5019) 329(1463) 3.43 1 497(2213) 0.441 X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a P� a Ma Ecol'asten Solaro 877-859-3947 Committed to the Support of Renewable Energy I ' I v• I I b � i I vQ (n V) (.n I m 0 w w m-0 -0 0 (D (D 3 (/, D o 0 0o ((D O n n � 3 7J OQ M : �^ N (D (D (D _T T — 3 W w 3 U -U j _ In T ?1 3 — _ Z (DD O C � ri O T T (D o a po-0 0 w po p s p CFO rn 3 r M a o 2, 0- w r s (D OQ ob D (D w 0 M n (D n N in in .A L�, -A -P in o O N Cn O\ W 01 (71 O v j n 7 I 2. rD � n 0 C) n � � O 0 Pa N N W N N N N N S c m O a n N � Z1 o D �� w s o D N ID � a N r-) p C) ',I m 0 � 0 C Oro —I I o �IC w � 0 M < L� o 91 (D T. .;.,. 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( b I c1 N i O � N � O v O Cn Ir I O O 1 N O W Cn I co cn `J O v O N X O r CO O N O z ON DC (P � I M n D � Z I N N I �T � CIO I � N � In X � I � 3 -Q C ° m D ° � N I n � -n a f.n �r 3 Grrwk Y" ,aw3t gyp'. k' p x�,➢hr,r��Tar�ae:.,�s. 0 glow EcoFasten Solar& 877-859-3947 Committed to the Support of Renewable Energy "` Q, o' I L, c' I 3 I i 4 I II O ' I I ai = I N I 1 0 O i O i+ I N 00 CD O �O I �\ , bo CNn (J W O + O i+ O W � I � M M IT N D cn IZ CO 3 � Io O Cn oN W I � 3 � C Ip (D II c) T 3 3 w ? M (D c T N � Zr N ' N — N i a a �a a i `t as` m EcoFasten Solar® 877-859-3947 Committed to the Support of Renewable Energy T � i I 2 i i v � i 1� I s � ff KGs� II � W , m i m z T O M z m � II Z 0 On O i Q� I (D Ln o C) T (D C O m o cn n TI w (D 7-— —,o MRA X2, P �T �W-1,11�11 W-P- ..........��T, ON- -74w. 4�44- 777 ', T"M 7 7, _q, 2 4,; 4�1, M� W�l RV 7 Tz. M544 110 25, "AX CS6P-235/240/245/250/255M Electrical Data boo" Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 30.1V 30.2V 30.3V 30.4V 30.5V Pmax -0.45%/C Optimum OperatingCurrent(Imp) 7.82A 7.95A _8.09A 8.22A 8.35A Temperature Coefficient Voc -0.35 WIC Open Circuit Voltage(Voc) 37.2V 37.3V 37AV _ 3_7.5V 373V Isc 0.060%/r- Short Circuit Current(Isc) 8.34A 8.46A 8.61A 8.74A 8.74A Normal Operating CeliTemperature 45t2C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature _ -40C-+85C Performance at Low Irradiance Maximum System Voltage _ 1000V(IEC)I600V(UL) Industry leading performance at low irradiation Maximum Series Fuse Rating 15A _ environment,+95.5%.module efficiency froman Application Classification Class A Irradiance of-I000w/m'to 200w/m' Power Tolerance 0-+5W (AM 1.5,25 t Under Standard Teat Conditions(STC)of irradiance of 1000W/m',.spectrum AM 1.5 andcoll temperature of25C Engineering Drawings Nominal Maximum Power(Pmax) 170W 173W 177W 180W 184W Optimum Operating Voltage(Vmp) 27.5V 27.5V 27.6V 27.7V 27.8V Optimum Operating Current(Imp) 6.18A 6.29A 6.40A 6.51A 6.62A Open Circuit Voltage(Voc) 34.1V 34.2V 34.3V 34AV 34.6V Short Circuit Current(Isc) 6.75A 6.85A 6.97A 7.08A 7.18A Under Normal Operating Cell Temperature,.Irradiance of800 W/W,spectrum AM 1.5,ambianttempereture 20C, wind speed 1 m/s. Mechanical Data Cell Type Mono-crystalline 156 x 156mm,2 o 3 Busbars Cell Arrangement 60(6 x 10) Dimensions 1638 x 982x 40mm(64.5x 38.7 x 1.57in) Weight 19kg(41.9 Ibs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J-BOX IP65,3 diodes --- ------- 987 Cable 4mm'(IEC)/12AWG(UL),1000mm Connectors MC4 or MC4Comparable Standard Packaging(Modules per Pallet) 24pcs e Module Pieces per container(40 ft.Container) 672pcs(40'HQ) I IN Curves(CS6P-250M) i se0t A-A - ! 35 0 I 915 i ,�.>aavi vay.wa.iv, 'Speciticetlons included inthia detasheeteresub)ect to changewithout prior notice. 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 module manufacturing solar systems, Canadian Solar delivers solar power capacity of 2.05GWand cell manufacturing capacity of 1.313W. 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 I 545Speedvale Tel:+1 519 837 1881 Fax: +1 519837 2550 www.canadiansolar.com EN-Rev 3.50 Copyright 2012 Canadian Solar Inc. 'r" CanadianSolar I CS6P II �I h� Iii. it I I CS6P is robust solarmodule with 60 solar cells. These modules can be used foron-grid solar applications.Our meticulous design and production techniques ensure ahigh-yield, long-term performance for every module produced.Our rigorous quality controland in-house testing facilities guarantee Canadian Solar'smodules meet thehighest quality standards possible. Best Quality • 235 quality control points in module production Key Features • EL screening to eliminate productdefects • High module efficiency up to 15.85% • Current binning toimprove system performance • Accredited Saltmist/Ammonia resistant • Positive power tolerance:0—+5W Best Warranty Insurance • Robust frame to up to 5400 Pa load • 25 years worldwide coverage • 100%warranty term coverage • Anti-reflective with self-cleaning surface • Providing third partybankruptcy rights • Outstanding performance at low irradiance • Non-cancellable • Immediate coverage • High energy yield at Law NOCT • Insured by world top insurance companies Comprehensive Certificates •-Backed By Our`New 10125 Linear Power Warranty . IEC 61215, IEC 61730, IEC61701 ED2, UL1703, Pius our added 25 year insurance coverage KEMCO,CEC Listed,CE, JET and MCS • IS09001:2008:Quality Management System �q Added Valug,F . ISO/TS16949:2009:The automotive quality s0 rornyyarranty management system 80% • IS014001:2004: Standards for Environmental 0% management system s 10' is 20 25 . QC080000 HSPM:The Certification for •10 yearproduct warrantyon materials and workmanship Hazardous Substances Regulations 25 year linearpower output warranty • OHSAS 18001:2007 International standards for occupational health and safety • Reach Compliance www.canadiansolar.com EA" Structural Consulting :35 Kendall Ccun-t Bedford,.MA 0r1?3r, PHONE 1..978.406.89"1 F-AI4 C0?4SLrLTIt4c3 Elaine4�EAH kru�tural.corn Framing Check (Roof 3) PASS w=67 plf Dead Load 11.3 psf PV Load 4.0 psf Snow Load 35.0 psf � � Governing Load Combo=DL+SL Member Span 10'-0" Total Load 50.3 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL 12)/8 = 838.562 ft# = 10062.7 in# Actual Bending Stress=(Maximum Moment)/S =1330.7 psi Allowed>Actual-88.5%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U180 (E= 1400000 psi Per NDS) = 0.666 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*1) = 0.519 in = U232 > U180 Therefore OK Allowed Deflection(Live Load) = U240 0.5 in Actual Deflection(Live Load) _ (5*w*04)/(384*E*1) 0.361 in U333 > U240 Therefore OK Check Shear Member Area= 8.3 in 12 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 lb Max Shear(V)=w*L/2 = 335 lb Allowed>Actual--30.2%Stressed -- Therefore, OK Eliza Residence, Florence 6 zAH Structural Consulting so Kendall cnv,r eccKord, ML, o/rsn PHONE zern.4oeo9�z cAv+ COwSULnNU e|oineoDEAnI,un,--tural,cmn --------------- ����� Framing Check (Roofs 1 and 2) PASS w=O4plf Dead Load 8.1 pd PV Load 4.0 pof Snow Load 36.0 pnf Governing Load Combn=DL+SL ' Member Span=6''O^ ' Total Load 47.1 psf Member Properties Member Size S(in'3) I(in A 4) Lumber Sp/Gr Member Spacing 2x4 3.06 5.38 SPF#2 @24^n.o. Check Bending Stress 875 x 115 x 1.5 x 115 Allowed Bending Stress= 173S.7psi Maximum Moment = (wL^2)/8 = 423.748 ## = 5084.96 in# Actual Bending Stress=(Maximum Moment)/S =166O.4psi Allowed,Actual—8SJ%Stressed — Therefore,OK Check Deflection = 0.4 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5'WLA4)/(384°E°1) = O.368in = U197 ^ U180 Therefore OK Allowed Deflection(Live Load) = U240 0.3 in Actual Deflection(Live Load) = (5'WLA4)/(384^E°1) 0.273 in U284 » U240 Therefore OK Check Shear Member Area= 5.3 in A 2 Fv(psi) 135 psi (NDS Table 4A) Allowed Shear = Fv°A 709 lb Max Shear(V)=w°L/2 = 282|b Allowed^Actual—38.9%Stressed -- Therefore,OK Eliza Residence, Florence 5 EAH Structural Consulting �'5 Kendall r-- 3 -, -ctjil Bedford, r-1 A 0 1 17�;C- PHONE 1.978-406,89-21 EAH COP46ULTING Elaine Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 90 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 30 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P=qh'(G-Cp) qh=0,00256*Kz*Kzt*Kd*VA2*I (Eq-6-15) Kz(Exposure Coefficient)= 0.9 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 90 mph I Importance Factor= 1 (Table 6-1) qh= 15.86 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.10 -1.10 0.85 (Fig.6-11) Uplift Pressure= -14.28 psf -17.45 psf -17.45 psf 13.5 psf X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 2.75 2.75 2.75 Tributary Area= 11.00 11.00 11.00 Footing Uplift= -157 lb -192 lb -192 lb Standoff Uplift Check Maximum Design Uplift= -192 lb Standoff Uplift Capacity = 400 lb 400 lb capacity>192 lb demand Therefore,OK Fastener Capacity Check Fastener= 1 -5116"dia Lag Number of Fasteners= 1 Embedment Depth= 2.5 Pullout Capacity Per Inch= 250 lb Fastener Capacity= 625 lb wl F.S.of 1.5= 417 lb 417 lb capacity>192 lb demand Therefore,OK Eliza Residence, Florence 4 EmK Structural Consulting 3s Kendall Cour, Bedford, mAozrso p��wcz s7e �oe osz ' � � / sA* COwSmLr/NQ Boinei---)cAnouo,-tural.com Gravity Loadina Roof Snow Load Calculations pn=Ground Snow Load= 50psf pf=O.7C,C/|pn (ASCE7-Eq7'1) C,=Exposure Factor= 1 (ASCE7-Table 7'2) Ct=Thermal Factor= 1 (A8CE7'Table 7'3) |=Importance Factor= 1 pf=Flat Roof Snow Load= 35.0 psf p,=C,A (ASCE7 Eq7'2) Cs=Slope Facto i ps=Sloped Roof Snow Load= 35.0 psf PV Dead Load=4 psf(Per Astrum Solar) Roof Dead Load(Roofs 1 and 2) Composition Shingle 4.00 Roof Plywood 2.00 2x4 Top Chords @24^o.o. 0J3 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.27 Total Roof DIL(Roofs 1 and 2) 7.0 psf DL Adjusted ho3O Degree Slope 8.1psf Roof Dead Load(Roof 3) Composition Shingle 4.00 Roof Plywood 3.00 2x6 Top Chords @16^o.o. 172 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.28 Total Roof DL(Roof 3) 8.0 psf DL Adjusted ho45 Degree Slope 11.31 Eliza Residence, Florence EAH Structural Consulting 35 Kendall Ct7,uit Bedfc,rd, NIA PHONE 1,978,406 8921 EAH C0NSLJLT#t4Q Elaine(u;EAHStl-Llt-tL]t-al.CCli-I Please contact me with any further questions or concerns regarding this project. OF Sincerely, ELAINE o HUAM civi vi 10 No.4901:�9 Elaine Huang, P.E. Project Engineer A L Eliza Residence, Florence 2 ` sw»xStructural Cmnsuxm=q 3s Kendall cnur' Bedford, pmoLr3o p��wc1,q78,406,8921 s,w~* oc,NSU`r/mEI Boinev e4*'1u,unnd,co1T1 March 2]^JO14 To: RGSEnorgy 833VV South Boulder Road Louisville,OO8OO27 Subject: Structural Certification for Installation of Solar Panels Eliza Residence 1131F|onencceRoad Florence,MA.V1n6I To Whom |t May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation nf solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed as follows: The roof structure of(Roofs l and Z)consists of composition shingle on roof plywood that is supported by piggyback trusses that are spaced at @ 24"o.c..The trusses have a max projected horizontal span of approximately 25'-0"between exterior load bearing walls,and a slope of 30 degrees.The top chords are 2x4 sections,the bottom chords are 2x6 sections and the web members are Ix4sections.The truss members are connected by steel gusset plates.The max unsupported projected horizontal top chord span is approximately 6'-O" The roof structure of(Roof 3)consists of composition shingle on roof plywood that is supported bypremanufactunedpc trusses that are spaced at @ 16"o.c..The trusses have a max projected horizontal span of approximately 20'-0"between exterior load bearing walls,and a slope of 45 degrees.The top chords are 2x6 sections,the bottom chords are Zx6 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates.The max unsupported projected horizontal top chord span is approximately 1O''O^ The existing roof framing system of(Roofs 1 and 2)is judged to be adequate to withstand the loading imposed by the installation of the solar panels.No reinforcement isnecessary. The existing roof framing system of(Roof 3)is judged to be adequate to withstand the loading imposed by the installation of the solar panels.No reinforcement isnecessary. The spacing ofthe solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac So|armount solar rail system and analyzed.Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solarmount for the racking system and Ecofasten for the roof connections. Finally,|accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=7psf(Roofs 1 and Z) — 8psf(Roof 3> • Roof Live Load~2Opsf • Wind Speed~3O mph,Exposure C • Ground Snow Load=SUpsf Roof Snow Load=35psf Eliza Residence, Florence 1 `4 - RGS ENERGY Clean Power.Bright Savings. Property Owner Consent Form Owner: LU IS . c=- ) Address: 1131 F:�716(,e ,ce Town: Vlb(ergc State: A,,�,A Zip: o lava Phone: 1413 fgdo JR3 1 hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Property Owner pr6e 32 Taugwunk Spin,Al2,Stonington CT 06378 tel.860.535.3370 ( tax 413,683,2225 ( 1tCE5 sici gy,com 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/lndivi dual): 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. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El 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.[Z 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. tContractors 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: 1131 Florence Road 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 S250.00 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. Ido hereby certifYlunde( epains and penalties ofperjury that the information provide above is true and correct. f f � Signature: 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 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Michael Rotondo 102054 License Number 61 Gellette Road, Fairhaven, MA 02719 1016/14 Address Expiration Date 11 b. 401-215-7056 Signature Telephone 9.Renlatered,Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington, CT 06378 4/6/15 Addre s r, Expiration Date 1n cX�.1' 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....... 0 No...... ❑ 11. - Home Owner,Exem don 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) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs (0] a Siding[0] Other[M solar Brief Description of Proposed Work: Installation of a 10.5kW roof mounted solar array using 42 Canadian Solar CS6R-250M modules,42 Enphase M215-60-2LL-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 exi>stina 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 Luis Eliza 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 pe application. see signed authorization form attached F714 W ure of Omer Dat Omn- i 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 Naf Signature of dwner/Agen Dat 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: 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 DONT KNOW Q YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW G YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 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 © NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 1 Ply City of Northampton `\ Building Department , 212 Main Street , I L APR $ 20I4 Room 100 l 'k orthampton, MA 01060 of 41 -587-1240 Fax 413-587-1272 EI c t_. ztaons 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 1131 Florence Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Luis Eliza 1131 Florence Road,Florence,MA 01062 Name(Print) Current Mailing Address: 413-222-1113 see signed authorization form attached Telephone Signature 2.2 Authorized Anent: Alteris Renewables dba ' E►�r y 32 Taugwonk Spur,A-12,Stonington,CT 06378 Name(Print) Current Mailing Address: 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS 7 Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 9,000 (a)Building Permit Fee 2. Electrical 35,000 (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) 44,000 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2014-1028 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 1131 FLORENCE RD MAP 44 PARCEL 124 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 10.5KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 102054 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Le 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 De 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. 1131 FLORENCE RD BP-2014-1028 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 44- 124 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-2014-1028 Project# JS-2014-001778 Est.Cost: $44000.00 Fee: $264.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 102054 Lot Size(sq. ft.): 59677.20 Owner: ELIZA LUIS&BRENDA Zoning: Applicant: REAL GOODS SOLAR INC AT: 1131 FLORENCE RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON.4/8/2014 0:00.00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 10.5KW 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 4/8/2014 0:00:00 $264.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner