The URL can be used to link to this page

41-016 (8) W Q cNp `t MM CV o � N w0 ° rn Z M Cl)tp M N 4 AGM "' wv � aao ` Z U) � co Q V �'- � .- z N O w F-< LJ* ® Cam.) $ i �I;. �( .E a O U _ 0 z w m� e c0 W N � ~ M,� W L 8 CL N C N C O O I N a'.� m -N C' O O -O C, M r n co N U- J N � N - �.pVp N"U ��p� '.U) S V),N M..g .Q .J ��.� 0''i( M N 1 v u S C7 O U) ;; O Z� N U ;N N N N U N � (7 C� O Mp N N v n I� } n d ao pm C) N n U c° i` O O O �:N Z ��y[ r.. urn (O 1 I W Q lY M M ° Ors I ° cn I W > 7 W I °,g:� I ;Z U M d,c d ❑.❑_� Q. ❑ Q qzz {� a) cn •L- � m rii ,� Sy a o O x 0 An , -� � � z nh mI C W (D L G d U) Z m (D l0 a N = i (5, ¢ hT,m � 7 g .0'(0 L (n 00 ti J I.0 M O °a ,n'g,.u' �, t N O o E m u 6 �'' I E [a m Z a)`° ? a 2 2 0 L, N �',� g m En N O cD n. "QI O �." fn 0 ❑ c,�I,E, N- m Q� y V o ppa Q T '6 W-N d I Y; > . 'CV '.� O m m'Q - .6 U' U °m �:C Z cm m ❑ (A M '.7.L. c ' o �' N c ' I ° 0°i c UIc o:cm ° Q Z U) ys N X JS+ V _� X5-7 p� U c KJ SY I u (tip N m "LYI' N O E N -O :C 2 - .0 m �_ "" ", 8 7 N m B N a) m ZI_. O E r "W Ill Y 0 7 Z _ U?I L c N m 'm I o c n O N m �.� �-:U) 'tn'..� 0g mv+: I # c�` 'o "'� o',= .� ,.� Y • ' ' nn'.,x V I �j N $ a.. U) (� W g �. J Il O pp °� 7 Z O L .v {/� O O C U) O lO m �' c0 N N N ❑ 0.1 O LLJ m O rn m U p CO p `+-' ~ m e m m Q Z N M Y J > > > rn .m v Q C' v _ S m -0 m 0`) m o a m U) a L U m > > m o U Q 0 0 0 0 6 0, m 2 o E c m U v as m = c c� :Y Z ❑ 0. �: 6 C7 �i y In `L f p "� c m v F- L,= m c co m `I E' F- c E 7 Q o m ❑ O • I ►- I 'a m .!� ❑'❑ � m ` o a �g G3 I-.c e0 m m m m 6 2 v . o, Q 1� c Q m o'0 0 0 o QJ m f .� m 5 � m o .42 o .9Z � C� �;m � C` QI -.CD O o S� 5' m. o :m c cn U) Ua u� cn c t U to x: ❑ c 6' 4 Q m I- c> c v U U m Q lI] u vi �p 5 m m. h Yo C7.m qa Z m cQ_g co .L b 5 I S .6 .6 .G m` i`D m C cci: m <C Q, n _ �' m!x b O m m m m c'c ml, ,m,C � m m p 4 S O O m + QQ c c c c p c n v v v c' U _ y m o c n - CJ O Q ,.IZ N -� d �$L5' 'O.o. tD IV s S > > � � �'U) ° N .= .= C')'S Q U) J J.Vi-• vI ti . 'In L5 U ,� J .-:Q r u z O j LU a: ¢ m1 g 0 I LIJ vJ Ln CO E r M U Q U) I U) O j I I ui O V c !? C� M = � m m F- O o J m oa U) N U) a..i I ---- (3) 0 0 a-J O I d _ N I CV �i v 1 � cu i x O x V 0 c i CL 0 N 0 Co U) X p I N C/) i tJ 0 U co CL L J 4-- j I d U)E N N ~ V)Q m N oc 0 z 0)4-- om 0a) O - i O C 0 W E 0 _ ° � a) i% m a c E U f0 •- zz D W Q 00 N U -1 O U. 90-ZO-h10Z (sayou100'L1X00'tt)9Paal9lln_qISNV 11,6zN W 4 00 CO . M N N U Z ar O p ` ° z°" `" w N Z o Q Q 'J ' o 'ui U U- Z C14 0 �! J C c o oo�cm �_ J QWU CC) 4 D II W m Z N O W oD J co r'l F" U a w a 0�c _ CO z m G a N S2 y z w > O W } J O � z w � Q Zz zor- � WW O 3 oz °� z O o U- 00 w O2 Qw ~ w wo Z 0 0 Z2 U �) 00 Om t-O O O Z w(V :3 v 0 111 Q' (n > F- r `U•N � WO ZQm `_ L r�m 4) E2< wQ F- J � �� No VN_ JU W CL C OWN (n J � O - rn= Q � Who- - Zr t� o HQ H = W - y. cpfn x tu ZU-- zw OC CN ® U) J J N M 0 fl. CO r N � N U O ti ON O C CS 7 N A N � mw OLn V � N O O to V 2 Q p F d N C -- Q O w N Nm - U- c �0 (D m CL o .5 0 cr W 0 c vi a) t m a) N m E U A= E OF C> C� a) o m �- m 3 ta N 'Q O O C a) " Co N �T N d CO U) 7 a) C V f0 'a .6 N E p),(Q C O U t3 4) — Q N co N E E U) (c 0 U -0 cn N C (a > 2 v m 00 c m O it,U iL E 'a '- > O C � N n N J. C U c rn� O� o Q C to C n to pbpp C - m 'N N m O ti ONE 7 � f0 -0 U C N ox-:) C C v N O ox-:)F- N N C 8 O C > C O M 'L' O co N D O O t O 11 (n C r% N N N 0)N N C f0 U N C C 2 � =p N y- O .r C C O r- E O L) -Ci U � � 3vW Nv m CO (D p 'c0amcn' � � m U 0 E E m m c FQ a6i 4)) Z' =ry C -p C N Tp V N Z m m mQ > > Ca' Q c O U O 90-10-6LDZ (sayoul DO•ZL X 00'L L)8 Paalg llnd ISNV LLKOL N co O QmmN >- �pp)� 0z r � O N ° N r✓ W 0 < � Z o Q 0 r m WU X1— QN Cl) a ° 00 o � ° Maui o Il a �DOV O Y = U > io W � o O m � � W � w N O r NLnaLL �O " �u � a F o (n a, 5 J = U) LL o m a C14 w W > z +_ 0 U � 3 N O C U C J O �C d C O i C �- O 9 W .. a o LO o U o mph `m w0 CN c o � •UQ :+ U E SON C � U) -c � UU -0 W m E �, c U) QQ o m ) 00 3liaaa ¢ �fQC � rn W oo .c D-s W----- au) w c: = E (1 Cfl �p U) X ."U.' N C Z ct d N Q. Q O_ E L >N O H 0 d D 0) C N 1 ' CM A N N W Z O F- U D W Z O U O W 90-ZD-6lOZ (sayoul DOLL X 00-I L)9 PaaIq lind ISNV 2 wzM 0 < W 0 04 rq 1-4 00 0 <r,FM, Ln (0) 0 Z C4 T C-4 a N w 0 cr) Z th N LU X < C14 z C) L,n 0-0 U- 0 0 z 0 w b y C) �- < W U) Z > 0 0 4 o 00 > o Z (D C:) W F- ra c 0 r- > w C14 > 0 m 0 LL LA ce) U- z LO z 9 m It ,15: U) O < < P w > w 0 w -i W (.) w D U) w O W 2 Z, U) z 0 0 0 0 W5 :U�j (n Iii .0 cn w 4) 0 c m (n 0) Z 4) .0 t4 .2 a) E a) 4) c 4- (D a) 0 0 cc '0 0 4c): 0 m a) loo E C (n LL U) 0 0 w > c m (n C: w M E Cf) C C E m C m '5 8 ;9 o .0 CD 0 - - r E2 0 lt� a" - q) (D w LU cc 0 0 0 ca i3 C > 0 - 0 c AG M con T 6.2 ca a) m -L r- c5 o- E M cn C cu 0 CN cn 0 io o ° 0 0 0) CU 'i C �c -) E 0 4- Q 0 LL W 0 z - C � U) E 0 E 0 c '-- 0 C) u - cu Mr C'u w (a :3 C: CL (1) - CL 3: 10 in 0 L) -a r_ 0 a (n 0 (D ( 3: 'o 0 m = @"!� =,n > r-L er >% E co 0 8 < co •c ca co LL E 4) o 0 L) a) 0 0 Cu Li cu E ;-- M .- : 8 m r- 4) 84 .!%, w > 0 cc CZ - -d -a M = M = c w E m (D a) 0 Z'o 2 w4 -5 0 4i CL- w � o 0 M (D cr) o co m - < E c: cu 0 . V C -000mam c (D c m t E > a .= - = -5 16 C5 Z,3 LL E (n -0 -< 0 4) _ ,a M - - �J, M Z 'ur-) =,n R :3 U) u) o � .!-- E a) E E 0 0 7a z 0 0 c 'o 2 E -2-�o E CY) E ii O>,'(4D uc) "' -8 . a) 4) r :3 (n E Lo LL c 0 =magic c - -U) CL 0 46 - 0 OBMM �P -RE MCMZWOC m Q) ,r - 0 Co 0 >% a) 2 E :5 E c 0) o J, =3 .9; - 0 .0 o U) C (b - m cn 0 u) cm 0 .0 (D '0 Cc off M M C: ca a) -b� w " -r- (D 5 L) U) 0 0 c U) c 6) " -a E , 0 0 cc (n -AC U) Q) Co 0 Cl) 0 D CD M 0 0 CU UO - - m . o c om) 8 > 0. 0) C� 0 a- m O)CID o :3 's 3� u t -5 9 co 0 0 CD m ` m = cr 0 E -,40) ,6 .2 w (n C c o -0 0 m 0 a) E o _ _ 0) n .69 , t , 7u C '5 C -5) C: > o J, E 4) U) 0. 4) Z cm cn U- 0- (cn o c -0 m c 0 c 0 o =3 ci C 2 0) 'a 0 m cr 0 0. Co c: 0 � o (1) = 4) > (-) 0 tf) U) 0 < () 0 < 0. 0 o 0 US w 0 .2 < CL z CL Ir (L 0 in C) cl- :3 U) U) C14 < 05 C� 6 4 L6 (6 r--� 06 55, N vi v Lcj co r-� 06 C6 °0 E 2) a) >,LU a) U) C CL 0 M Z) s 0- r- N 0 W U) 0 -.r- - ')-C U) > o z (A .M G O U) > C14 3� (15 -0 04 U (n 00 "m' I) —.5 - 7 1 Nm c 0 C 02 0 C� M 0 c 0 cn U) LL (0 CL x o W — M 46 (D 0 F- 06 E 0) M 4) 0 c � m .5 Z, Cc: 0 C14 G w m -j 2 � - - Co -ld 'If a) C w (D 6i a) m Z v Cm A w = - -10 0 o '6 a) C-4 Zf' LO 0 -"D N > 0 (D - I Cc LL oo 0 O 'D c Ego c cm-50 o 0- E ca m U) W 0 0 E U) cn il. ca o o 0 a 0 0 (D U) co 08 0 U) LL 0 4*� cm-2 5; E m m r 0) LO 0 ;t 4) - .1 a) :$ Cc C 0 Z 0 E c -5 -a .. CN C 'd W M W a US F 0 V co E m uj 0 E C15 a) 0 0 5 = LO 'a M CN CU mo (n CL 0) ED 0 4) c c c 65 �� 0 C 0 z 00) 4) M E -c' 05 a) 2 .2 .9 -CN 'r- - - E ch Lkf U- in M (D cc m 0 0 r ca cc (S 0 � c m r- C� C o E E E 0 0 ma 4) —� a) Cc ;D = 0 0 0 't= t: C) 'a Z _0 0) a) X ?>; 0 w - - - r- C < (o C 0 , 2 c 0 q CL N W 'a 0 a) O w cm U) CL C& c: r_ (D C: IM= z C co 6 0 (D E 0) E c - CO) r C: Co cm c O , MMNNNr*- .0 wt E �r :3 X ca 2 (1) (n CL cr) A 0 00 CU C) CL 32 CU 3: 000000 (D Bo CN 0 0 > t 0 X 0 0 MS x 0 in C=14 0 0 w 2O N C14 Cq 04 04 N < cr 0 w w 90-ZO-VWz (saqoul()o*/L X GOI 0 9 PONS llnJ ISNV ZL6zM TM Unprecedented Innovation S- Unmatched Quality Unbelievabie Price S-5-U Clamp S-5-U Mini M8 hole centered 3/8"or M10 hole on part 2" located 1/2" (13mm) (51 mm) from edge of part s a� 1.18" (30mm t 38mm) 23m ;38mm 23mm Note:Install both z_ setscrews on same side of P. .40"�` .4400" (10mm) (10mm) 1.5" Actual Size 1'5 Actual Size (38mm) (38mm) The S-5-U and S-5-U Mini clamps are each furnished with the hardware shown above. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum attachment clamp, the S-5-U is compatible with most common metal roofing materials excluding copper. All included hardware is stainless steel. Please visit www.S-5.com for more information including CAD details, metallurgical compatibilities and specifications. , v C!y6� ArRv�r ,yrk� ti� �} The S-5-U clamp has been tested for load-to-failure results on most major brands and profiles of standing seam roofing. The independent lab test data found at www.S-5.com can be used for load-critical designs and applications. S-5!TM holding strength is unmatched in the industry. S-5!-Warning!Please use this product responsibly! Products are protected by multiple U.S. and foreign patents. Visit the website at Distributed by www.S-5.com for complete Information on patents and trademarks. For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses. Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 Inch pounds when used on 22ga steel and between 130 and ISO inch pounds for all other metals and thinner gauges of steel. Consult the S•SI—website at www.S-5.com for published data regarding holding strength. Copyright 2008,Metal Roof Innovations,Ltd.S-S!—products are patented by Metal Roof Innovations,Ltd. version 080808 d IN �1 � 4 � � r The S-S-U Clamp The S-5-U clamp is by far our most popular and most versatile clamp. It will fit about 85% of the standing seam profiles manufactured in North: America—including most structural and architectural profiles. It can be used on vertically oriented seams and by rotating the clamp 90 degrees it can also be used on most horizontal 2" seam profiles. Iis simple design, generous dimensioning and multiple hole orientations are what make it so versatile for use with S-5!1 snow retention products and other heavy-duty applications. . 4, ter:; Installation is as simple as placing the clamp on the seam and tightening the patented round-point setscrews to the specified tension. Then, affix ancillary ". items using the bolt provided. Go to www.S-S.com/tools for information and tools available for properly attaching and tensioning S-5!1 clamps. The S-S-U Mini ki The S-5-U Mini is a medium-duty, non-penetrating seam ?'+ clamp. (A bit shorter than the S 5-U and having one setscrew rather than two.) The Mini is the choice for attaching all kinds of rooftop accessories: signs, walkways, satellite dishes, antennas, rooftop lighting, lightning protection systems, solar arras exhaust stack bracing, conduit condensate lines arrays, g. mechanical equipment—just about anything!* *S-5!T Mini clamps can be used with RamGard®unitized snow guards,but are not compatible and should not be used with S-5!T"'SnoRai1TM/SnoFenceTm or ColorGard®snow retention systems. 888-825 -3432 �51 COm . . . Technical Data sheets :" UNIRA 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 inz 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 HEX HEAD SCREW a"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR Lr—io Y8" HEX BOLT SLOT FOR 1.385 3�" HEX BOLT .387 Y .750 Y ( 1.207 875 A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted SOLARMOUNT Technical Datasheets Moons 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: k 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 W serrated 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 Applied Load Average Safety Design Resistance UskorkA Direction Ultimate Allowable Load Factor, Load Factor, '4 WDWAAF Ibs(N) Ibs(N) FS Ibs(N) m 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 I Compression,Y- 3258(14492) 1325(5893) 1 2.461 2004(8913) 1 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 a SOLAR SOLARMOUNT Technical . . . - - dowUNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 30210513,302106D ffe Mid clamp material: One of the following extruded aluminum Mid la a Nu ° - Bolt alloys:6005-T5,6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs(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-lbs 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 IMDWANCE - Direction Ultimate Load Factor, Load Factor, eenno«aa lbs(N) lbs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 --- i- - Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y , * Sliding,X± 1194(5312) 1 490(2179) 1 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,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,3020120 End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 / 3Olt Ultimate tensile: 38ksi,Yield:35 ksi „�,• Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 lbs (26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one'/4"-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-lbs 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 i.s Applied Load Average Allowable Safety Design Resistance "1"'"""a Direction Ultimate Load Factor, Loads Factor, ' Ibs(N) lbs(N) FS lbs(N) W:H Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 a '"IcxWSS Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 r Dimensions specified in inches unless noted Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 �� ^ U� N�� ' SOLARMOUNT Technical -Datasheets-.9 ��N 0U�� N��0 �� ~ x �� m �� =�� ` ^ ^ w K arMount Technical D tasheet Pub 11no1o'1tuv11.n August oo11 SoUarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................... ............................................................................2 EndClamp....................................................................................................................2 SoUarMomMt Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMoumtBeams..........................................................................................................4 SoUarMount Module Connect-on Hardware SolarMount Bottom Up Module Clip Part No. 3D2OBOC 1Z, Washer ^ Bottom Up Clip material: One nf the following extruded aluminum Bottom (hidden.,s alloys: SOO5'T5. 0105'T5. 0OO1'T0 up Clip no ^ Ultimate tensile: 38ksi,Yield: 35 ksi ^ Finish: Clear Anodized ^ Bottom Up Clip weight: —0.031 |bo(14g) ^ AJ�waNeand doo�nloads omvo|�when components are --- assembled with Gu|odNnunt series beams according Voauthorized UN|RACdooumonks ^ A000mb|o with one'/4"-20 ASTM F583 bolt, one%"'20ASTK4 F594 serrated flange nut, and one%^flat washer Use anti-seize and tighten h: 1Oft-|bsoftorque ^ Resistance factors and safety factors are determined according to part 1 section 0of the 2005 Aluminum Design Manual and third- party hootroou|tafrnm an |AS accredited laboratory Module edge must be fully supported by the beam � NOTE ON WASHER: Install washer nn bolt head side ofassembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, 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 "~x Dimensions specified m inches unless noted SunmodulOV® SW 260 mono /2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power Pl,a, 260 Wp Maximum power P Wp Open circuit voltage V 37.9 V Open circuit voltage V 341 V Maximum power point voltage V 31.6 V Maximum power point voltage V-1 28.5 V Short circuit current I m 8.73 A Short circuit current I 7.05 A Maximum power point current I 8.24 A Maximum power point current 1 6.59 A STC 1000 W/rn',ZS"C,AM LS Minor reduction in efficiency under partial load conditions at 25'C_at 200 W1rn',9S% (+/-3%)of the STC efficiency(1000 W/m')Is achieved THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT 48'C Cells per module 60 TC I 0.004%/K Cell type Mono crystalline TC v,,, -0.30%/K Cell dimensions 6.14 in x 6.14 in(156 mnn x 156 mm) TC P -0.45%/K Front Tempered glass(EN 12150) Operating temperature -40°C to 85°C Frame Clear anodized aluminum weight 46.7lbs(21.2 kg) m SYSTEM INTEGRATION PARAMETERS 9 Maximum system voltage SC 11 1000 V 8 Max.system voltage USA NEC 600 V —low wlnu 6 —WO W/W Maximum reverse current 16 A _Ill Number of bypass diodes 3 4 ` 4wrill UL Design Loads Two rail system 113 psf downward 3 —M W1,+ 64 psf upward —foe wMe 170 psf downward 1 UL Design Loads' Three rod system 64 psf upward 0 � D 10 20 30 40 IEC Design Loads' Two rail system 113 psf downward 50 psf upward nwdukv~m 'Please refertotheSunmoduleinstallationInstructionsforthedetailsassociatedwith these load cases. =L—x4 3z44(95t) ADDITIONAL DATA y — Powersorting' -0 Wp/+5 Wp J-Box I P65 11.33(288) Connector MC4 Module efficiency 15.51 Fire rating(UL 790) Class C 41.30(1050) 0.6 15.3 Version VERSION 2.5 FRAME 2.5frame Compatible with both"Top-Down" 65.94(1675) bottom and"Bottom"mounting methods mounting ;Grounding Locations: holes n 4 corners of the frame 4 locations along the length of the module in the extended flanges 3 �x 4.20(107)t � Black&Veatch validated PAN files now available. 1.22(31) 39.41(1001) -I Ask your account manager for more information. 1)Measu ring tolerance traceable to I Rheinland:+/-2%(1lJV Power(ontrolled). All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6002US 03-2013 ;y 34.0.tu v,eo3 f= TUV Power controlled: r TOVah.mi.od Lowest measuring tolerance in industry 'O 00000211%A y 7 Sunmodule Plus: Positive performance tolerance 25-year linear performance warranty and 10-year product warranty J World-class quality Qualified,iEC 6 12 i Full -automated production lines and seamless monitoring of the process and material saf b113re:d Y P g P ECSnaa ensure the quality that the company sets as its benchmark for its sites worldwide. Periodic Inspection Made in USA SolarWorld Plus-Sorting . •„ Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that have g reater than or equal to the nameplate rated power. Intertek 25 years linear performance guarantee and extension of product warranty to 10 years 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. February 7, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Fierst Residence, 1253 Westhampton Rd., Florence, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roof—Main Roof 1 (standing seam roofing): with 2" x 6" top chord truss rafters at 24" c-c having a roof slope distance approx. 28'-2", pitch 28 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed.. For the installation of the solar mounting, the Unirac Solarmount rails with securely fastened with S-5! U-Clamp at every other seam or 48" spacing. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. Wind loads will exceed seismic loads. The roof structure is adequate to support self-weight of roof, PV panels (weight distribution 3 psf) and wind or snow loading conditions. All attachments are staggered amongst framing members as shown on drawing PV-A02/PV-AO3. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the MA Residential Code and loading requirements of roof mounted collectors. Thereby, I endorse the solar panel installation and certify that this design to be structurally adequate. C� ,,Cti Sincerely, �� & o T 0 N0,� Nn 36365 O w James A. Marx, Jr. -c�s�`�� Professional Engineer °cFSSION �`�� MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc: Real Goods Solar ("Y 00 D Property Consent Form Owner: Address: l Z S 3 WIYS-r lltkkle'101-� 12p. Town: L State: �Vk Zip: G l C) c 'Z Phone: Lt i 's - t(.' I hereby give permission to Alteris Renewables, Inc., dba Real Goods Solar and their representatives to pull the required permits for a solar installation on the above stated property. Signed, Homeowner o) Date 32 Tour-wOr.k SF-,ur,,A1 z Sforiir,g#on. CT 06373 P:860-53.5-3370 F:413-683-2225 vww.ReclGoodsSolar.corn 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 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 ]0.❑Electrical repairs or additions 3.❑ I 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' 13.0 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: 1253 Westhampton 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi Iunde 7 e p ins penalties of perjury that the information provided above is true and correct. I C,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 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Michael Rotondo 102054 License Number 61 Gellette Road, Fairhaven, MA 02719 10/6/14 Add � Expiration Date 401-215-7056 Signature Telephone 8.R*Wsterad 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 Addr '0 � Expiration Date ti t 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 ton 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 buildin¢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 EJ Or Doors D Accessory Bldg. ❑ Demolition \ I New Signs (0] Decks [M Siding[[ ] Other[U� solar Brief Description of Proposed Work: Installation of a 11.96kW roof mounted solar array using 46 SolarWorld S W260 Mono modules,46 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.ff New house and or addition to exiatina 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 I Fred Fierst 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 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 Narm „ Sign ture 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 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 Q YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW O YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES 0 NO Q 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 Q NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 1253 WESTHAMPTON RD BP-2014-0916 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 41 -016 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2014-0916 Project# JS-2014-001582 Est. Cost: $47000.00 Fee: $282.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 102054 Lot Size(sq. ft.): 2147508.00 Owner: FIERST FREDERICK U&EVA C Zonina: Applicant: REAL GOODS SOLAR INC AT: 1253 WESTHAMPTON RD Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 Workers Compensation STONINGTONCT06378 ISSUED ON:212712014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 11.96 KW 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 2/27/2014 0:00:00 $282.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit j 212 Main Street Sewer/SepticAvaiiabiiit' u 1. FEB 2 7 20W Room 100 WateriWall Ayailabilii�r' A 'ampton, MA 01060 Two Seth of Structural Plans Electric. °:p hpne; 3 5 7-1240 Fax 413-587-1272 Plot/Site, Plans: _,uons Other 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 Map Lot Unit 1253 Westhampton Road Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Fred Fierst 1253 Westhampton Road,Florence,MA 01062 Name(Print) Current Mailing Address: 413-586-5984 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba �,�' 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print), 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 9,000 (a)Building Permit Fee 2. Electrical 38,000 (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) 47,000 Check Number 61Y 7 i 0 N This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0916 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 Q PROPERTY LOCATION 1262 WESTHAMPTON RD MAP 41 PARCEL 016 001 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 11.96 KW ROOF MOUNTED 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 INATION PRESENTED: 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 e D lay 7^" S afore 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.