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Specifications
.,„ 1162L1 w PaLciH (4,,,, A -50-P2o it- 002.3 S - 19) ‘,• J " ,1 6 . Dwight Mason Structural Design, Inc. LiI 0. Box 683 Beavercreek. Oregon 97004 (503) 632-886 t 1 fral 1 1 •CfriC,F Tr p — .6. • STRUCTURAL CALCULATION PACKAGE DMSD JOB # 11-040 • *lAW:49' • • ‘1);‘.,, . . / • • ■ _ - - _ rag* • 404 , • 4 " • ' • 'wr t t:; • efigast ot - • • • • • • LIVELIGHT CANYON AUTO SOLAR INSTALLATION TUALATIN, OREGON 10/7/11 Revised 11/7/11 The attached calculation sheets 1 through 13 verify the structural adequacy of the above referenced project shown on sheet Si dated October 17, 2011. The design is based on the requirements of the 2010 Oregon Structural Specialty Code. This engineering package is only valid for the above referenced structure at the location noted above with a original stamp and signature in blue ink. . Dwight Mason Structural Design, Inc. P.O L1 V Box 683 Beaveicreek, Oregon 97004 (503) 632-8863 PROJECT. e,AL,4 Alj i LOCATION Tbs 0 it JOB # i CLIENT b ve 404.1 _0f DATE BY: p D ... % SHEET# I / - T Ali, ti:4A)p ' ' 1 _e4.1 i • 1 . . 1 i - -- r— C . : ___L__ • . : I i ; 1 i - - - - • 1 I ' ' : I 1 • ' - - -1- i 1 - - - . • i ' : ! Ask so ,- - 1;5 + i -- 1 T . oi: 11 : 1 -■1.HF E0 , 1 LI a...141 . 1 ' 1 iiittL.‘-ri.00 --,t.s-- .F.: I . . : i • i I : : I 1 1 i — T : 1 1 . . . _ _ . _ 1 1 1 - 177 1 1 1 1 I H _ 1 aiet or , L i 1 1 1 . I __6,14-ve4 • ._trEr__Ho t 4, I tvietie.TE I . I 1 . . 1 ; I _ . !a ■ .. . . 4 01-4 - F1 = /1-i--- • T [ - i E •I‘M• --ig1,116 7--- • i • 1 1 I --:, 1 - _ . .. . r i . _ . _ A.. - T - ' • : .fr 6- ! ‘5 -41) s' :‘-A —41 - - : 1 • 1 : ' 1 . : • . , — ----11-. j 4 . 4 : i - 1-1 - -I- 1 .. . 1 1 . T 112E-5 1 . H 7 11 + . _ 1 : 1 i 1 . , • , • - 1 .--- 1 1 : 1 1 ----H -I, 1 ! --1-1 . , i [ 1 1 __".. 1 : i L i i : ! H DAtyi Dwight Mason Structural Design, Inc. P.O. 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P,- -I 1 141 IT i 1 rrx_ ' -I1,411.1-31:14 rt-T4icotsrt-€44si-2. /21 ; 71 "Z. 1 4 l'i t S i f qf —. 4 eti X 1 4 ( Dwight Mason Structural Design, Inc. . Mil P.O. Box 683 Beavercreek, Oregon 97004 (503) 632 -8863 PROJECT: (lSAs°Z 8 , t , ) 1,41 - 12 LOCATION Ty ,a ie$2 JOB # y_•,.,�f� CLIENT: L„ 1�GR.{ C DATE: BY: -D SHEET# 5 `` / ''77 ! • - . 1 ■ ; I . I 1 ; . r • i , T I i 1 I 1;1 I I I I I I i 1 i ! i i 1 i i I I ' i '„ _ 1 • t I • I t , ! I 1 p7PEr 1 t4 t r - 05'04 -I' , ' T'T 1 I i, I ! i i � 1 I I 1 : 1 1 i , I I I , ! 1 , ---_ �___...T��___1___.•_.-{.. - -. -.- ice_ -_._ _. ,- __.__.__t �.- ,- ..___...�_- __._._ -_ __.. ___.__ -_. -. __: -__. -- I 1 I ! I ! I I 1 I I I : [ L ! ! ! ....._ T r l g -...- - Aral' OP . - - IS,?li -, /� r • 23.03k1N System N. 41' % f ,• .I • 98 panels (ii: 235w per panel 1' • Panels mounted in landscape ;a, 30 degref �,` .- , _ - - tea. 1' 54' 6" _ = II,. \ - ` N 5° 139' 4 - - N .1 N. - `ti '5' c` - 7 • mm 5W-02-5004U5 05-2011 SunmoduIe> SW 235 mono / Version 2.0 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' PERFORMANCE AT 800 W /m NOCT, AM 1.5 SW 235 SW 235 • Maxirhulri: ower:'::. :' . " :' xV$iM ..:.......... — - - 3101 'p _ .. .... (t+laximurttpgwgf ; = -• - -_ _ p:: -:::E:':. � _p Open circuit voltage V,, 37.5 V Open circuit voltage V., 34.0 V r4axlmuln PoWer. P9l nt ,voltagg__ "•.: • •:, Q Y! Maxiriiu pownr:po(iit:v_4)t age ' _. :_ _- -- v°:- :___ -- • a1SW Short circuit current I,, 8.19 A Short circuit current - 1 „,:',: - 6 60 A LManimum•powerpgintcurrent___ - _ _ ::: ' .: ” :'77:7: A. [ Maxlraumpoweripaintzurreat.: w :._:.� .. •1 :::.. ; ;- 6.22A 'STC.1000W /mr, 25 *C, AM 1.5 Minor reduction in efficiency under partial load conditions at 25T. at 200W /m+, 95% (+/-3%) of the STC efficiency (1000 W /m is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS ............... ....... :C,ells ........... .pc TC 1,, 0 042 %/K Cell type Mono crystalline 115.........._ .--------------------__ : 0igNii_ '•CeI(dlmension5 ............ :.` ._._ 414 -1i1- 4∎1443016 :mm:xi94Euril TC p -0 45 %/K Front tempered glass (EN 12150) m . .......... ....... A Gratin cage... 4�`GYaE90•. [Frame :::........:: .•••.•••••• •••-::..:-:: ••.•••••• :Ctear:aflodi;:ed:a ummams Weight — 46.7 lbs (21.2 kg) I-V curves for SolarWorld Sunmodule Plus SW 235 mono at ;:ULAttax,mllm'Test' . 3 p5 4k7V/J33. zS tcell temperature IEC Maximum Snow Test Load** 113 psf (5 4kN /mn) 9.0 .. A n ........... .............. , "Please apply the appropriate factors of safety according to the test standard and lour! building code requirements when designing a PV system S -,. E 1003W/0 ' so �'' • uiww /m' SYSTEM INTEGRATION PARAMETERS 50 ®ra /ter • .5: 400 Wm' 2M aSGll "..::::::•'."•' : : :: .....,.' . i:: .. . :.. • :."1000 Vr a zo \ Max. system voltage USA NEC 600 V .... .... .... ......... ..... _........, . 1.•10 w/,n' : _..: -' -•: ______....... _._.... _- ...._...- __..._- __- - -_._. _. 1.0 .. • ..... • ... �.,..Si I'Maiiimurttliversdurreilt.•• ..... .... ' .:::..• • Max. mechanical load 5.4 kN /m o 20 30 40 ..:. - ....... . -. ... -. -- - — ..... ._. _........ _ ...... _. __._ . module wi (V3 rNurtiber of bypass d )odes • ;::'::-':.: ADDITIONAL DATA : Measilringtdlerarici'f::.• . ":..: •.•::• ........'.:" .': - F /- :::G: ` " - SolarWorld Plus - Sorting" Press P • T i Junction bo .... ..... .............: ,. - ... ,,.... ..3P65: Connector MC4 ':Module efficiency.... .... :.:: .: .... . . .......... : •: :. .M.•• :34,0: %' Fire rating (UL 790) Class C 41 34(1050) 0.6 15.3 VERSION 2.0 FRAME 65.94 (1675) - Compatible with 'Top -Down" mounting nrethodes — • . Grounding Locations 4 corners of the frame 5(12.65 ' . l ' 0 06 153 ' L I- 39 41 (1ool) 1 122 (31) I) Sunmodules dedicated for the United States and Canada are tested toll!. 1703 Standard and listed by a third party laboratory. The laboratory may vary by product and region Check with your SolarWorld representative to confirm which laboratory has a listing for the product. 2) Measuring tolerance is used conjunctions with the SolarWorld Limited Warranty. SolarWorld AG reserves the right to make specification changes without notice 3) The output identified by SolarWorld (P,,,,) is always higher than the nominal output (P, ,) of the 'nodule. Pflaslr is the power rating flashed at a SolarWorld manufacturing facility 4) All units provided are imperial SI units provided in parentheses CJ KC1aJ1Lr Project: Canyon Auto Repair Type: ALAND Location: Tigard, OR Qty: 3 RedOponWeb " v5.0.16 Delivery: R1 Project Number: 074293 10!712011 11:39:46 AM PAGE 1 Del. Desc.: <description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 38' 0.438" 33.750" Red -LXTM OPEN WEB TRUSS all Parallel Profile ,' 11 3.50" � s , s . . � `S 3.50" Top Chord Slope = 0 II 1 0.75" 0.75" x All dimensions are horizontal. Product diagram Is conceptual. LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" 0.C.-LOAD CASE #1, UNDER SOLAR PANELS TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) S(1.15) 25 12.5 - 3.500" to 4' 0.220" Replaces TC NORMAL SNOW LOAD Uniform(pst) S(1.15) 12.5 12.5 4' 0.220" to 34' 0.218" Replaces TC W2 Uniform(psf) S(1.15) 25 12.5 34' 0.218" to 38' 3.938" Replaces TC NORMAL SNOW LOAD Point(lbs) S(1.15) 125 24.4 4' 0.220" Adds to TC, at pin(s) P2 Polnt(Ibs) S(1.15) 250 48.8 11' 6.220" Adds to TC, at pin(s) P1 Polnt(Ibs) S(1.15) 250 48.8 19' 0.220" Adds to TC, at pin(s) P1 Point(bs) S(1.15) 250 48.8 26' 6.220" Adds to TC, at pin(s) P1 . Point(lbs) S(1.15) 125 24.4 34' 0.220" Adds to TC, at pins) P2 LOAD GROUP #2 @ 32.000" 0.C.-WIND LOAD GROUP TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -15.1 12.5 0 to 4' 0.220" Replaces TC WIND W1 Uniform(psf) W(1.60) -6.2 12.6 4' 0.220" to 34' 0.218" Replaces TC WIND W2 Uniform(psf) W(1.60) -15.1 12.5 34' 0,218" to 38' 0.438" Replaces TC WIND W1 Point(bs) W(1.60) -123 0 4' 0.220" Adds to TC, at pin(s) WIND P2 Point(lbs) W(1.60) -246 0 11' 6.220" Adds to TC, at pin(s) WIND P1 Point(lbs) W(1.60) -246 0 19' 0.220" Adds to TC, at pins) WIND P1 Point(lbs) W(1.60) -246 0 26' 6220" Adds to TC, at pins) WIND P1 Polnt(lbs) W(1.60) -123 0 34' 0.220" Adds to TC, at pins) WIND P2 (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Plate(s) Bearing Clip: Angle Bearing Clip: Angle Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 97.1% (Design / Allowable) Truss design Includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2060 S (1.15) -514 W (1.60) 2060 S (1.15) -514 W (1.60) Live Load (Ibs) 1287 -902 1287 -902 . DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.163" (L/394) Deflection (Live Load) Span: 0.727" (L/631) i ' Center Span Camber: 1.163 ", Recommended Copyright ® 2010 by RedBulll LLC Red-LX' and RedOpenWeb" are trademarks of RedBullt LLC, Boise, Idaho, USA. RedBullth Is a trademark of RedBulll LLC, Boise, Idaho, USA. 9 ee /B LILT_ Project: Canyon Auto Repair Type: ALAND RedOpenWebT" v5.0.16 10/7/2011 11:39:46 AM PAGE 2 ADDITIONAL NOTES: - IMPORTANT/ The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are In accordance with current RedBuiltTM materials and code accepted design values. RedBuiltlM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT" custom products listed above with chords analyzed using RedBuilt analysis. - Pricing Load = 106.7 plf OPERATOR INFORMATION Dave Vanderzanden (503) 640 -7168 Copyright @ 2010 by RedBuilt LLC Red-LX"' and RedOpenWebT" are trademarks of RedBuilt LLC, Boise, Idaho. USA. RedBuilt Is a trademark of RedBuilt LLC, Boise, Idaho, USA BLA1LT Project: Canyon Auto Repair Type: A81LND i Location: Tigard, OR Qty: 3 RedOpenWeb'° v5.0,18 Delivery: R1 Project Number: 074293 11/1/2011 8:39:38 AM PAGE 1 Del. Desc.: <description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 39' 0.000" • 17:1S" 7.63" 34.000" Red -LTM OPEN WEB TRUSS 0.50" Parallel Profile 3.50" ` . / / / `. . . . / . / • / 3.50" q - / Top Chord Slope = .105/12 $ 0.50" 3.00" .-+ LOADS nslons are horizontal. Product diagram Is conceptual. Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psi): 25 Snow at 115% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C. -LOAD CASE #1, UNDER SOLAR PANELS TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Unlform(psf) S(1.15) 25 12.5 - 1.562" to 4' 3.000" Replaces TC NORMAL SNOW LOAD Uniform(psf) S(1.15) 12.5 12.5 4' 3.000" to 34' 3.000" Replaces TC W2 Uniform(psf) S(1.15) 25 12.5 34' 3.000" to 38' 3.875° Replaces TC NORMAL SNOW LOAD - Point(lbs) S(1.15) 125 24.4 4' 3.000" Adds to TC, on chord(s) P2 Point(lbs) S(1.15) 250 48.8 11' 9.000" Adds to TC, on chord(s) P1 Point(lbs) S(1.15) 250 48.8 19' 3.000" Adds to TC, on chord(s) P1 Point(lbs) S(1.15) 250 48.8 26' 9.000" Adds to TC, on chord(s) P1 Polnt(lbs) S(1.15) 125 24.4 34' 3.000" Adds to TC, on chord(s) P2 LOAD GROUP #2 @ 32.000" O.C. -WIND LOAD CONDITION TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -15.1 12.5 - 1.562" to 4' 3.000" Replaces TC UNIFORM UPLIFT Uniform(psf) W(1.60) -6.2 12.5 4' 3.000" to 34' 3.000" Replaces TC UNIFORM UPLIFT Uniform(psf) W(1.60) -15.1 12.5 34' 3.000" to 38' 3.875" Replaces TC UNIFORM UPLIFT P,oint(lbs) W(1.60) -123 0 4' 3.000" Adds to TC, on chord(s) P2 Polnt(lbs) W(1.60) -246 0 11' 9.000" Adds to TC, on chord(s) P1 Polnt(lbs) W(1.60) -246 0 19' 3.000" Adds to TC, on chord(s) P1 Point(lbs) W(1.60) -246 0 26' 9.000" Adds to TC, on chord(s) P1 Point(lbs) W(1.60) -123 0 34' 3.000" Adds to TC, on chord(s) P2 (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0 ° ) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Wood Ledger Bearing Clip: 10" / 14" No -Notch Bearing Clip: 10" / 14" No -Notch Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value 98.4% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2053 S (1.15) -525 W (1.60) 2049 S (1.15) -526 W (1.60) Live Load (Ibs) 1283 -910 1280 -910 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.116" (U407) Deflection (Live Load) Span: 0.698" (L/651) Center Span Camber: 1.116 ", Recommended Copyright a 2010 by RedBuiit LLC Red -LTM and RedOpenWeb"M are trademarks of RedBulll LLC, Boise, Idaho, USA. RedBulltm Is a trademark of RedBulll LLC, Boise, Idaho, USA • {� • 41-KadBUILT Project: Canyon Auto Repair Type: A81 LND RedOpenWeb'a v5.0.16 11/1/2011 B:39:36 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBullt LLC. Allowable product values shown are in accordance with current RedBuiltTM' materials and code accepted design values. RedBulltlM Engineering has verified the analysis. The Input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTM analysis. - Pricing Load = 106.7 plf OPERATOR INFORMATION Dave Vanderzanden (503) 640-7168 • Copyright C 2010 by Red Built LLC Red -LTM and RedOpenWebTM are trademarks of RedBuilt LLC, Boise, Idaho, USA. RedBuilt' Is a trademark of RedBuilt LLC, Boise, Idaho, USA. BUILT_ DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'" v5.0.16 N 11/112011 x:3 3.99 " f 44.000" 12 @ 30.496" t t t 44.000" � � 3.51" II I 34.0 0" \ \ /\ A A /\ A /\ /\ / / .,.. _ \ \/ \/ \/ \/ \/ „, 30.31” 1 13 @ 30.453" 32.25" T T 37' 9.937" Left First Web Distance: 28.752" . Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material: 2 X 4 2400FB MSR Camber: 1.116" Bottom Chord Slope: 0.105/12 Red -Um SERIES LEGEND a 10" 114" No Notch @ LEFT TOP PIN# 1. Project Canyon Auto Repair Truss ID: A81LND 10" / 14" No - Notch @ RIGHT TOP PIN# 15. Location: Tigard, OR Quantity: 3 • 5/8" DIA. PIN O 3/8" DIA. PIN Delivery: R1 • Project Number: 074293 O WEB, 1" DIA. & WEB GAUGE n 1 118" DIA. Copyright ® 2010 by Redaula LLC 2 ROW(S) OF BRIDGING AT PIN(S): 5, 10 Red•L °, and RadOpenWeb'" ere trademarks of RedBullt LLC, Boise, Idaho. RedBuitn' is a trademark of RedBullt LLC, Boise, Idaho, USA • • 1 • p RedBuilt, LLC P: 503.648.6841 • 1 G, 550 SW Bailey Ave. F: 503.640.2322 Englnoered Wood Products Hillsboro, OR 97123 www.redbuilt.com November 3, 2011 Dwight Mason Structural Design, Inc. P.O. Box 683 Beavercreek, OR. 97004 Attn: Dwight Mason, S.E. RE: Existing trusses — OK Tire Store/The Battery Factory Add'n /Canyon Auto — Tigard, OR. RB job number (existing/new) — 02 -65- 0477/02 -81- 0457/074293 Dear Dwight, This letter is in regards to the existing trusses on the above mentioned project. Specifically, we were requested to check the existing type "A" open web trusses (34" Red -L) for the addition of some new solar panels, which also changed the snow loading slightly. I have reviewed the existing designs with the new loading conditions provided by you and the trusses in question will remain structurally sufficient for the new design criteria. Please contact me if I can be of any further assistance in this matter. 4a/y Sincerely, Heinz C. Mueller, P.E. 503- 640 -7152 cc — Craig McManus (RedDuilt), file / / N 9,E0 PROFE � �GIN4 /D 4 . u S 83 1 40 . IV' . E` x •12 '‘ • � v Z C. MO. • EXPIRATION: 12/31/ /2 I • RECEIIY • NOV 2011 S OLARM OV NT CITY QF TIGAr�B _ BUILDING DIVISION--- - -- TLL Low - Profile Tilt Legs . Installation Supplement 206.3 U.S. Des. Patent No. D496,248S, D496,249S. Other patents pending. . • L- bracket Q , �' e f VP . fX' a \ \ • Leg strut \/ i \ M —• ti / , w` ADJUSTABLE / Roil � LEG 7;� [, Leg tube to L-brocket 0 FIXED Roil ' FOOT LEG STRUT !• • (Special order) \ \ \ % ' 3 0 _ ` L-brockets a Leg parts list (per leg) Figure 1. Leg and Foot Assembly: Illustrated - Wrench Recommended Parts are from your leg kit and your SMR rail set. Leg kit parts are listed in the parts. A) Part Qty. size , torque (ft -Ibs) inventory below. . . Adjustable Leg Leg tube 1 'Leg tube Fender 3/8" . . Leg strut I washer bolt L- bracket 2 • Bolt, 3/8" x 1-I/4" 3 9/16" 15 Bolt, 3/8" x 3" I _ 9/16" 15 Fender washer, 3/8" 2 Strut nut, 3/8" 1 r , Flange nut 3/8" 2 9/16" 15 Strut nut Leg strut Fixed Leg Figure 2. Adjustable Leg Cross Section Leg strut I L- bracket . 2 Please cover these illustrations Bolt, 3/8" x 1-1/4" 3 9/16" 15 thoroughly before proceeding. . Flange nut, 3/8" ' 3 The installer is solely responsible for complying with applicable building • • ® codes and for all aspects of electrical n installation of the PV array. Pub 100811 -1 ii � Use the parts list to verify that all parts August 2010 are present. Note that Figures 1 and 3 • A HILT! GROUP COMPANY illustrate parts from both your leg kit and your SMR rail set. .0 2009 by Un irac. Inc. Unirac welcomes input concerning the accuracy and user - friendliness of this publication. Please write to publications @unirac.com. All rights reserved. • • IP U N I R AC Installation Manual 206.3 TLL Low - Profile Leg Kit SolarMount l A 1 d I B .I Figure 3. Spacing between front and back feet (B) should approximately equal the distance between the lower end of the module and the upper L- bracket (A). 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc.. warrants to the original purchaser the practices specified by AAMA 609 & 610-02 If within the specified Warranty periods the ( "Purchaser ") of product(s) that it manufactures — "Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ( "Product ") at the original installation site that Finished Aluminum" (www.aamanet.org) are not defective, then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product, or any part thereof, in Unirac's and workmanship for a period of ten (10) years, cover damage to the Product that occurs during sole discretion. Such repair or replacement shall except for the anodized finish, which finish its shipment, storage, or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling, or cracking or This Warranty shall be VOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five (5) years, from the earlier with Unirac's written installation instructions, for special, indirect or consequential damages of I) the date the installation of the Product is or if the Product has been modified, repaired, arising out of or related to use by Purchaser of completed, or 2) 30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser ( "Finish authorized by Unirac IN WRITING, or if the Manufacturers of related items, such as PV Warranty"). Product is installed in an environment for which modules and flashings, may provide written The Finish Warranty does not apply to any it was not designed. Unirac shall not be liable warranties of their own. Unirac's limited foreign residue deposited on the finish. All for consequential, contingent or incidental Warranty covers only its Product, and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. . are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. e OM II I U I\I I RAC 1411 Broadway Boulevard NE �, Albuquerque NM 87102 -1545 USA 2 i I I l I I �) IL G M� i '' ' I . Mon . I i ..______ _ ; _, NOV 15 2011 lJl1 l l F� CIT • � ICI i DJ!' yr ii i c .1 rY I Ii ; - O �_ I I , I I � _ 0 ,,,, o I l I l I ; I ,� TOP QUALITY j i j I l i � I I, I ..____ � � I I i i i I I ______ , , , I I i , , . I j ,. . , . O TM ____ ____„_____-_ i ; , , __ ____ __ _____ . . . . SunmoduI SW 235 poly / Version 2.0 and 2.5 Frame . • World -class quality ,u. 1) Fully- automated production lines and seamless monitoring of the process i''� .5 Qualified. IEC 61215 and material ensure the quality that the company sets as its benchmark for UYl.nl. = = • solely tested, �/ ' iFd IEC 61730 its sites worldwide. D E % a ` In Periodic Inspection Its ' 0 00502'S SolarWorld Plus- Sorting FIOxUS ISO 9001 Plus- Sorting guarantees highest system efficiency. SolarWorld only delivers ( E 0 O TE ISO 14001 modules that have greater than or equal to the nameplate rated power. 1 um , Certified 25 years linear performance guarantee and extension of product warranty to 10 years - T SolarWorld guarantees a maximum performance depression of 0.7% p.a. in GI U5 C Din LISTED ,esE the course of 25 years, a significant added value compared to the two -phase Intertek Ph...1 i.M.."'1P.^. Made In USA 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 ill J i wwwsolarworld.com /warranty !I 4 SOLARWORLD www.solarworld.com We turn sunlight into power. SW-02-50111_15 08-2011 Sunmodule/ TM - - • SW 235 poly / Version 2 °0 and 2 F - - PERFORMANCE UNDER STANDARD 'TEST CONDITIO (STC)' ' PERFORMANCE AT 800 W /m ?, NOCT, AM 1.5 • SW 235 SW 235 • Maximum power P� — — 235 Wp I Maximum power — P 170.4 Wel • Open circuit voltage V - 37.0 V .Open circuit voltage V 33.5V ( Maximum power point voltage V 30 0 0. • power point voltage V 271 V� Short circuit current I 8 35 A Short circuit current ' ' ' I . 6 73 A • Maximum power point current I 7 85 A Maximum power point current I 6 28 A • STC.1000W /m', 25'C, AM 1 5 . Minor reduction in efficiency under partial load conditions at 25 at 200W /mr, 95% ' • ( +/-3 %) of the STC efficiency (1000W /m is achieved ' THERMAL CHARACTERISTICS ' • . COMPONENT MATERIALS ' NOCT 46 °C I Cells per module 60 TC I . 0.034 %/K •'' , Cell type Poly crystalline TC Y -0.34 % /K Cell dimensions 614 m x 6.14 m (156 mm x 156 min) TC P -0.48 %/K Front tempered glass,(EN 12150) PP --- Operating range — -40 °C to 90 — °C 1 f Frame Clear anodized aluminum 1 Weight 46.7 lbs (21.2 kg) IV-curves for SolarWorld Sunmodule Plus SW 2 poly at f UL Maximum Test Load" 50 psf (2 4kN /m') 25'C cell temperature I - - - -- — -- - -- — — 9 IEC Maximum Snow Test Load • 113 psf (5 4kN /m 8 • — Please apply the appropriate factors of safety according to the test standard and local . building code when designing a PV system. 7 - . ` 6 A - 1000 W /ma s — 600w /m ` SYSTEM INTEGRATION PARAMETERS —600 W /m' 4 • _�pl Win.? I system voltage SC II 1000 V — 200 W /m Max. system voltage USA NEC 600 V 2 — 100 W /m [Maximum — --- ---- _ - - - --. ._. __ aximum reverse current 16 A 0 Max. mechanical load —_ 5 4 kN /m 0 10 20 30 40 Number of bypass diodes 3 _ module voltage M • ADDITIONAL DATA - , • ' - 3744 (951) 1 .• Measuring tolerance —_ — +/- 3 J • x 4 SolarWorld Plus- Sorting,l - - -- P 2 Pm° IP65 Junction box � 11.33 (288) Connector MC4 Module efficiency 14,0 %j • T Fire rating (UL 790) Class C 41 30 (1050) 0.6 05.31 0.6 (15.3) Version . 2 5 frame �` ._. - - 65 94 (1675) — bottom mounting r. _ holes — •/ JS( 1.34 (34) 06(15.3) , VERSION 2.0 FRAME VERSION 2.5 FRAME , • Compatible with "Top -Down" • Compatible with both "Top- Down" Y • ' x4 mounting methodes and "Bottom" mounting methodes 1 4 20 (107) • ♦ Grounding Locations • Grounding Locations • 4 corners of the frame - 4 corners of the frame 122 (31) I 39 al (1001) -J - 4 locations along the length of the module in the extended flange' ° 1) Sunmodules dedicated for the United States and Canada are tested to IJL 1703 Standard and listed by a third party laboratory. The laboratory may vary by product and region Check with your SolarWorld representative to confirm which laboratory has a listing for the product 2) Measuring tolerance is used conjunctions with the SolarWorld Limited Warranty. SolarWorld AG reserves the right to make specification changes without notice 3) The output identified by SolarWorld (P is always higher than the nominal output (P„,,,) of the module PFlash is the power rating flashed at a SolarWorld manufacturing facility 4) All units provided are imperial SI units provided in parentheses • SMA SUNNY BOY 5000 -US / 6 -US / 7000 -US / 8000 -US IIIIIP Y \ ti - 1j�4..� t \43 -- , 1 . 'L ^ l. i } � A AK o ' . . F i , A, R ! , o W.` 1 �• _ . y i d` 1 ? R S • ff •l J w ASSEMBLED IN THE USA , ? `. � , :f - ;, ''' ,1. T \,,,.,-:,----- 1 ______,Ly Lig UL Certified ' Efficient 11 Safe i l Simple • For countries that require UL • 97% peak efficiency I • Galvanic isolation I • Patented automatic grid certification (UL 1741 /IEEE 1547) • OptiCooP"' active ■ temperature ■ voltage detection* management system • Integrated DC disconnect switch 1 I SUNNY BOY 5000 -US / 6000 -US / 7000 -US / 8000 -US Versatile performer with UL Certification The Sunny Boy 5000 -US, 6000 -US, 7000 -US and 8000 -US inverters are UL Certified and feature excellent efficiency. Gradu- ated power classes provide flexibility in system design. Automatic grid voltage detection* and an integrated DC disconnect • switch simplify installation, ensuring safety as well as saving time. These models feature galvanic isolation and can be used with all types of modules — crystalline as well as thin-film. • US Potent US7352549B1 Sunny Boy 5000 -US Sunny Boy 6000 -US Sunny Boy 7000 -US Sunny Boy 8000 -US Technical data 208 V AC 240 VAC 277 V AC 208 V AC 240 V AC 277V AC 208 V AC 240 V AC 277VAC 240 V AC 277VAC Input (DC) Max recommended PV power (@ module STC) 6250 W 7500 W 8750 W 10000 W Max DC power (@ cos rp = 1) 5300 W 6350 W 7400 W 8600 W Max. DC voltage 600 V 600 V 600 V 600 V - DC nominal voltage 310 V 310 V 310 V 345 V MPP voltage range 250 V - 480 V 250 V - 480 V 250 V - 480 V 300 V - 480 V Min DC voltage / start voltage 250 V / 300 V 250 V / 300 V 250 V / 300 V 300 V / 365 V Max. input current / per stnng (at DC disconnect) 21A/20A 25A/20A 30A/20A 30A/20A 36 A @ combined terminal 36 A @ combined terminal 36 A @ combined terminal 36 A @ combined terminal Number of MPP trackers / fused strings per MPP tracker 1 / 4 (DC disconnect) € Output (AC) AC nominal power 5000 W 6000 W 7000 W 7680 W 8000 W 1 Max AC apparent power 5000 VA 6000 VA 7000 VA 8000 VA 5 ii Nominal AC voltage / adjustable 208V/• 240V/ • 277V/ • 208V /• 240v/ • 277V/ • 208V/ • 240V/• 277V/ • 240V/ • 277V/ • _ AC voltage range 183 -229V 211 -264V 244 -305V 183 -229V 211 -264V 244 -305V t83 -229V 211 -264V 244 -305V 211 - 264V 244 -305V - AC grid frequency, range 60 Hz, 59 3 - 60.5 Hz 60 Hz, 59.3 - 60.5 Hz 60 Hz, 59.3 - 60.5 Hz 60 Hz; 59.3 - 60.5 Hz Max output current 24A 21A 18A 29A 25A 22A 34A 29A • 25A 29 A 32A F Power factor (cos if) 1 1 1 1 z Phase conductors / connection phases 1/2 1/2 1/1 1/2 1/2 1/1 1/2 1/2 1/1 1/ 2 1/ 1 Harmonics <4% <4% < 4% <4% Efficiency r Max. efficiency 967% 96.8% 96.8% 969°/ 968% 970% 971% 969% 97.0% 963% 965% s CEC efficiency 955°/ 95.5% 955% 95.5% 955% 960% 95.5% 960% 960% 960% 960% Protection devices DC reverse-polarity protection • • • • 3 AC short circuit protection • • • • Galvanically isolated / all-pole sensitive monitoring unit •/- •/- •/- •/- _ Protection class / overvoltage category I / III I /III I / Ill I / Ill i. General data 2 Dimensions (W / H / D) in mm (in) 470/615/240 (185/24/9) 11 DC Disconnect dimensions (W / H / D) in mm (in) 187/ 297/ 190 (7/ 12 / 75) Packing dimensions (W / H / D) in mm (in) 390/580/800 (16/23/315) = DC Disconnect packing dimensions (W/ H / D) in mm (in) 370/240/280 (15 /9/11) Weight / DC Disconnect weight 64 kg (141 Ib) / 3.5 kg (8 lb) 66 kg (145 Ib) / 3 5 kg (8 Ib) 1 Packing weight / DC Disconnect packing weight 67 kg (147 Ib) / 4 kg (9 Ib) 69 kg (152 lb) / 4 kg (9 Ib) j Operating temperature range (full power)" -25 °C ... +45 °C ( -13 °F +113 °F) E Noise emission (typical) 44 dB(A) 45 dB(A) 46 dB(A) 49 dB(A) 1 Internal consumption at night 0.1 W 0 1 W 0.1 W 0.1 W z Topology LF transformer LF transformer LF transformer LF transformer F Cooling concept OptiCool OptiCool OptiCool OptiCool s Electronics protection rating / connection area NEMA 3R / NEMA 3R NEMA 3R / NEMA 3R NEMA 3R / NEMA 3R NEMA 3R / NEMA 3R Features s Display: text line / graphic •/- •/- •/- •/- Interfaces: RS485 / Bluetoofh• 0/0 0/0 0/0 0/0 Warranty. 10 / 15 / 20 years 9/0/0 9/0/0 9/0/0 9/0/0 a Certificates and permits (more available on request) UL1741, UL1998, IEEE 1547, FCC Part 15 (Class A & B), CSA C22.2 No 107.1 -2001 P "Extended operating temperature range to -40 °C available Specify when ordering. NOTE. US inverters ship with gray lids Data at nominal conditions 1 • Standard features 0 Optional features - Not available < A Type designahon SB 5000US SB 6000US SB 7000US SB 8000US T.' 1 F g Efficiency curve SUNNY BOY 7000 -US ; Accessories _ .- ♦ e \ e 98 85485 interface Bluetooth Piggy Back < •• — — •• — .._.. S _ 485USPBSMC -NR BTPBINV -NR F F j' c \ / \ 8 j a 1 96 5 U ° K D wn Combiner Box F 90 / i -- � � � - - � - - 05. \ F DC C disconnect t and PV Simplify wiring for added .3; - 1 i S' s _ __ _ _ `d onay combiner box convenience and safety Z o \ I C OMBO - SWITCH \ i SBCBb3R or SBCB v „- 250VDC 94.5 -- - 88 — V.,- 310 V DC 8 250 480 ^ 86 v „- 480V ; v.,lvi o s ( ( ( I ( ( m ° 1000 2000 3000 4000 5000 6000 7000 m Pcc [W] s T L 7 Toll Free +1 888 4 SMA USA www.SMA - America.com SMA America, LLC SMA SUNNY BOY 3000 -US / 3800 -US / 4000 -US . • zr .iti`.rp- t 0 . t t ' * r y ` . Ilia •i. ;r i O •KrtiY �0, >I•i ..._______, .,. ,, S �*,:. a "3 cll. I SB• 3800 -US. N A VAILABLE I .. -. . . • .,-,0'. • . 1 1 , i l ji UL Certified I Efficient Safe ! I Simple .I !i • For countries that require UL I • 96.8% peak efficiency ' • Galvanic isolation ` i • Patented automatic grid certification (UL 1741 /IEEE 1547) I • Opt active temperature I I voltage detection , 1 management system I : • Integrated DC disconnect switch SUNNY BOY 3000 -US / 3800 -US / 4000 -US UL certified, reliable system managers The Sunny Boy 3000 -US, 3800 -US and 4000 -US inverters are specially designed for countries that require UL certification. Automatic grid voltage detection* and an integrated DC disconnect switch simplifies installation, ensuring safety as well as - saving time. These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin-film. The die-cast aluminum enclosure, with the OptiCool active temperature management system, guarantees the highest yields possible and a long service life, even under extreme conditions. The Sunny Boy 3800 -US is designed for projects with a cur- rent limit of 16A. • US Patent US7352549B1 Sunny Boy 3000 -US Sunny Boy 3800 -US Sunny Boy 4000 -US Technical data 208 V AC 240 V AC 240 V AC 208 V AC 240 V AC Input (DC) Max. recommended PV power (@ module STC) 3750 W 4750 W 4375 W 5000 W Max. DC power (@ cos tp - 1) 3200 W 4200 W 4200 W Max. DC voltage 500 V 600 V 600 V • DC nominal voltage 250 V 310 V 310 V MPP voltage range 175 - 400 V 200 - 400 V 250 - 480 V 220 - 480 V 250 - 480 V Min DC voltage / start voltage 175 / 228 V 200 / 228 V 250 / 285 V 220 / 285 V 250 / 285 V Max input current / per string (at DC disconnect) 17A/17A 18A/18A 18 A / 18 A 36 A @ combined terminal 36 A @ combined terminal 36 A @ combined terminal Number of MPP trackers / fused strings per MPP tracker 1 / 4 (DC disconnect) Output (AC) E; AC nominal power 3000 W 3800 W 3500 W 4000 W 1 Max. AC apparent power 3000 VA 3800 VA 3500 VA 4000 VA Nominal AC voltage / adjustable 208V/• 240V/• 240 V/- 208 V / • 240 V / • - AC voltage range 183 - 229 V 211 - 264 V 211 - 264 V 183 - 229 V 211 - 264 V AC grid frequency, range 60 Hz, 59 3 - 60 5 Hz 60 Hz, 59 3 - 60 5 Hz 60 Hz; 59 3 - 60.5 Hz a Max. output current 15 A 13 A 16 A 17 A - Power factor (cos tp) 1 I 1 O Phase conductors / connection phases 1/ 2 1/ 2 1/ 2 y Harmonics < 4% < 4% < 4% Efficiency ,S: Max. efficiency 96.0% 96 5% 96.8% 96 5% 96.8% i CEC efficiency 95.0% 95 5% 96 0% 95 5% 96.0% Protection devices 3 DC reverse-polarity protection • • • AC short circuit protection • • • 3 Galvanically isolated / all-pole sensitive monitoring unit •/- •/- •/- 6 Protection class / overvoltage category I / III I / Ill I /111 General data 1, Dimensions (W / H / D) in mm (in) 450/350/235 (18/14/9) - DC Disconnect dimensions (W / H / D) in mm (in) 187 / 297 / 190 (7 / 12 / 7.5) Y 3 Packing dimensions (W / H / D) in mm (in) 390 / 580 / 470 (15 / 23 / 18.5) Q DC Disconnect packing dimensions (W / H / D) in mm (in) 370 / 240 / 280 (15 / 9 / 11) s Weight / DC Disconnect weight 38 kg (84 Ib) / 3.5 kg (8 Ib) t Packing weight / DC Disconnect packing weight 44 kg (97 Ib) / 4 kg (9 Ib) i Operating temperature range (full power) -25 °C.. +45 °C ( -13 °F +113 °F) Noise emission (typical) 40 dB(A) www SMA -Solar com 37 dB(A) s Internal consumption at night 0.1 W 0 1 W 0 1 W a Topology LF transformer LF transformer LF transformer - Cooling concept OptiCool OptiCool OptiCool Electronics protection rating / connection area NEMA 3R / NEMA 3R NEMA 3R / NEMA 3R NEMA 3R / NEMA 3R Features Display- text line / graphic •/- •/- •/- a. Interfaces RS485 / Bluetooth 0/0 0/0 0/0 i Warranty 10 / 15 / 20 years 41/0/0 •/0/0 •/0/0 E Certificates and permits (more available on request) UL1741, UL1998, IEEE 1547, FCC Part 15 (Class A & B), CSA C22 2 No 107.1 -2001 < y NOTE: US inverters ship with gray lids Data at nominal conditions • Standard features 0 Optional features - Not available Type designation SB 3000US SB 3800-US-10 SB 4000US - F Efficiency curve SUNNY BOY 4000US : A ccessories i. I 98 , \ s luetoothe Piggy Back N RS48 inte B • 485USPBNR tja BTPBINV -NR 0 u 92 i i 90 DC di vn Combiner Boo t DC uon a b wr and PV om ong for added • V„ - 250 V DC array combiner box convenience and safety 88 ■ W i COMBO-SWITCH \ I SBCBb3R or SBCB64 0 — •• V „- 310VDC 86 V„ - 480VDC 1000 2000 3000 4000 P oc [w] o z Toll Free +1 888 4 SMA USA www.SMA - America.com SMA America, LLC Integrated with Tile Trac® attachments • • . . _ • , ..... . ._ . __ ., D . ' ..� . f .,. r , :�A .e, .i�r• f � '� is f ..v • alented o e st t id all ed th the J d a tlach m enA., ' , - . Y^ ?Fw �U -±}• 1�, . . ; r k'- ~ - - ' SY ' F • 1 4? o.:,• ,' , s f .:� P.a[er t� 3 , 491 : : 9 • .�- . '`r „?ri !- -:,• -';�!•; ,_�;: =� � � method provrdesatLUlea solu�infor�mqu '•ntzng.on: xl,-•, . 6 "' Xw c -'4--v- : . rr e '• - I � `�r_II 11 r • eti -•r'-' i ^'ai/b: �x+7 � �. '+' — e e�O.riiginal Top = Down - PV M ou nt'i n glystails. _ • ecluces.•the- ossibilit ao broken tiles `a �td�l ea ktn roo l - i t S ... .p. • . • ): w < p :.�: y I : ., g ,_ , f t - �, � '�= �' f. �'• G. �r � -' i���M .:�T2�7:�' .i'd."�• ,... � ti.. : c�..!j�� . • . th Installer to nn�ikestruct attachments to the roof rafter. ,• • 'The Roof 7hac'M installed with the Tile 7 ac" allows solar support rails • to be adjusted to compensate for uneven roofs. sr Roof Trac® 9 Fast Jade° protected under � / �, • >":4 Patent #6,360,491 9 Other patents pending. �� / ' / , /�/ Tile Trac® protected under Patent #5,696,049. '2,///,// j �1 i /% .,,,/,/ / // ' )' / .�� /'�,. i . i / / / , • Si / „ , I� �, �/ L � 1 A ,r ''''..'''.,,:' . : ,.:.:It'L.\ "■,,. . '' ' . :4) . 41411 .„,,,:,..,..:.ti.. .1. plier.....43 . , 4 The Roof Talc' support rail was designed t to conceal all attachment hardware. 41., �� _ / All connections are made inside the support -''.'' +' rail hidden from view. The Tile Trac® attachment system .is fully anodized to Illustrated above is how the Tile Trac the perfect base for surface mounting on All a osed aluminum is f attachment seamlessly integrates with the composition roofs! It has over 10 sq. inches module manufacturer specifrudions. Roof True' mounting system. of base to prevent damaging delicate • composition shingles. ► Patented Slide -N -Clamp Fully integrated, and patented, clamping system " j actually changes the structural properties of the System ,:, aluminum channel making it significantly stronger. This design allows solar modules to be installed at a lower - profile to the roof providing a more aesthetically pleasing installation. professional w �. '. f \ \ Module clamps are specifically designed, extruded and SOLAR , engineered for each specific module frame. Our innovative products clamping system provides inward tension on the module frame securing the laminate in the frame. Roof ,yul Integrated with Fast Jack® attachment The patented Roof Traci" system installed with the Fast Jack• `" Patent #6,360,491 attachment method provides an ideal solution for installations . The Original "Top -Down" PV Mounting System. where a flashing is desired. The Fast Jack' is also the solar industries preferred method of attachment for new construction roofs. .;� Roof Trace 8 Fast lade" protected under r Patent #6,360,491 d Other patents pending. � . • > The Trace protected under Patent #5,646,029. --7 i �� ,{ '• ' .z, �,/ // f/ %1P' r -elf 410%0 - • . e / ariti- ‘ - ,, ' ■-., ¶ ii 4 ' ' � ,, �� , / The Fast Jack" attachment -'s ' 4t -, �. �. provides a quick and strong ,7 ♦ installation solution. Our patented / design places the bolt directly . \� ti . under the stanchion post where it . e � � . . 4 provides the most support. This feu- :. �, 4 k „ ; ture allows standard roof lashings � . to lay flat on the roof deck. The = :;r, - rAti _ } "` s '' . - 'P^ 1 ' ` ' 1 removable post allows (lashings to _ " r : be slipped over the base without 5 damaging surrounding contposi- Illi + - r 4" 4p,, lion shingles. s Illustrated above is how the Fast Jack` attachment seamlessly integrates with All attachment hardware is concealed the Roof D'ace' mounting system. within the support rail leaving an aesthetically pleasing solar array. _�_ Splice Kit M The splice kit provides a solution to rigidly lock multiple rail `,. • �^ sets together. The splice kit has a feature that allows for ther- ��,,, . =.:. ,. /! mal expansion /contraction of the rails without damaging . I fe, % - the roof -top! professional (800) 84 -SOLAR For more information you SOLAR (805) 383 - 0804 —fax 4630 Calle Quetzal can visit us on the web at products' . Camarillo, CA 93012 www. RoofTrac. corn auick. Mount • Your So i n Moun Solar • . H • Conduit • HVAC • Custom . Composition M S - 5/16" - PV - • Quick Mount PV ® is an all - in-one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units, satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs seamlessly and saves labor by not need- ing to cutaway any roofing, will out live galvanized 2 to 1, and is a better lbw- profile mount. • Split Lock Washer SS . 5/16" (Not a theft- 'CC 1 "1144 prevention feature) Fender Washer SS 5/16" x 1 EPDM Rubber Washer 60 Durometer 5/16" Sealing Washer SS 5/16° ESR -2835 Hanger Bolt SS 5/16" x 6° 1,1/4" Machine, 1 3/4" Spacer, 3" Lag . • • I \ (2) Hex Nuts SS 5/16" Mount & Flashing Aluminum Mount 1 1/4" x 1 1/4" x 2 1/4" Beveled Block • Flashing .05" thick s ; • For standard composition roofs:_ , r ::; flashing is 12" x 12" 1 '0' ,f. mount is attached 3" off center f � • Lag pull -out (withdrawal) capacities (Ibs) in typical lumber: ., . ., . . Lag Bolt. Specifications Specific 5/16" shaft . 5/16" shaft gravity per 3" per 1" thread depth thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 • Engelmann Spruce, Lodgepole Pine . (MSR 1650 f & higher) .46 705 235 Hem, Fir .43 636 212 Hem, Fir. (North) .46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 205 • Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) ..50 798 266 Sources: Uniform Building Code; American Wood Council ' Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) Pull -out values incorporate a 1.6 safety factor recommended by the American Wood Council. 3) See IBC for required edge distances. I • 936 Detroit Ave Suite D, Concord, CA. 94518 Phone: (925) 687 -6686 Fax: (925) 687 -6689 1 of 4 Email: info @quickmountpv.com www.quickmountpv.com Know Your Roof It is a good idea to do a thorough roof evaluation pnor to your project installation. At this time you should do a layout on the roof confirming everything on the drawing will fit as it is intended. Any irregulanties should be noted now, so that you can deal with them simply on install day. The quality of the roofing should be determined, so that any repairs or replacement can happen before or in conjunction with the installation. On a composition roof it is important to know as much as possible about. the manufacturer, the age of roof, the type of substrate (plywood or oriented strand board (OSB)), the rafter size, the spacing and span, the age of roof structure, who roofed it, who built it, etc. Photos should be taken of all of the roof variables and associated with the job file for any future reference either short term or long. Typically the building owner can • look in a file and find the composition manufacturer. If not, take a piece to the roofing yard, they can usually recognize the maker and the rough vintage. It is then easy to obtain the written manufacturer's installation instructions for the roofing materials you are dealing with. The manufacturer's instructions will spell out exactly what does and does not void the warranty of their roofing product. Most have a clause about roof temperature. This is commonly missed, but can easily be noted if you read the instructions. Officially, the roofing manufacturer's instructions supersede our instructions, as our product is weaving into theirs. It is also important to have their instructions in the job file, for any future reference. If the manufacturer cannot be found, there is obviously no warranty in place. On a roof that has a material and labor warranty in place (new roof), it is recommended to at least consult the roofer of record. Often the roofing contractor will void the labor portion of their warranty if another trade modifies their work. Give the roofing contractor the option of handling the roofing modifications, or at least give them the opportunity to inspect and approve the modifications you make. There will be fees to this roofer, but if it maintains the labor warranty it should be good money spent. Product Selection Product Includes The Composition Mount is intended to fit within most composition and wood shingle The units are sold in 12 packs. Each 12 pack includes the mounting hard - roof systems, but not all. Specifically it is sized to fit within a standard 5" to 5 1/2" ware and the mount with flashing to install 12 mounts, with written instruc- row or course. To confirm that the Comp Mount will match your roof, measure the tions course exposure of your roof. The "exposed" surface course height should measure Alternative Attachment Methods no more than 5 3/4 ". If it turns out the roof tiles are a non - standard size greater than 5 3/4 ", the alternative method is to use a Quick Mount Shake Mount The Composition Mount is intended to be attached into a lumber rafter. instead. In this case, follow the directions for the Quick Mount Mounts are usually laid out based on the location of the rafters. In some Shake Mount. (See Compostion Mount Instructional cases it is desired to place a mount where there is no rafter. In this case it Video at quickmountpv.com/tech.php, then is possible to place a block between rafters, then lag into the block. In the Shake Composition Video: case of metal rafters, lumber blocking the rafters is a solution, but should be done per the building's engineer of record. S rYP;cai Shared Rail & 5" Rule On a shared rail system, where the mounts must be in an exact spot, it is important to make sure the unit is flashed properly. Normally the vertical placement is guided by the exposed front edge of the shingle. If (on a 5" exposure comp) the flashing is flush with this, then you have 5" of flashing High Definition Comp - Presidential over course 1, 5" of flashing under course 2, and 2° of flashing under cours- Irregular surface - If the penetration lands In a low between two highs, it is best to shim es 2 and 3. This is important because if there is a vertical joint in course 2 the low under the flashing with extra asphalt to level out the surface. the water cannot find its way under the flashing because it extends under course 3. When the flashing must be shifted to catch a shared rail, it is ad- Irregular tooth pattern - If the shingles have a tooth pattern wherein the bottom edge vised to shift the mount up the roof only, leaving less flashing over course jogs up and down to give it a higher profile look, it is important to understand that the 1, and more flashing under course 3. If it is necesary to shift downward, excess shingle that hangs lower than the rest of the shingle is for looks only. The 5" rule it is advised to move down a whole course and then shift up accordingly. starts at the top of the tooth. If a tooth interferes with the mount block, cut the tooth off. Sealants It is important to put a compatible sealant into any and all holes drilled into QUICK MOUNT PV a roof. Most roofing manufactures list a suggested, approved sealant in • — COURSE 3- - their specifications. In the freeze -thaw zones, d is important to follow the WATER COURSE 3,�- S•� - -� manufacturers' rules for freeze -thaw conditions. Use the properly rated PROOF COURSE 1 x �� � sealant for each specific application and condition. Some that may be LOOKS ONLY ■ -� more appropriate for asphalt/composition roofs include Geocell 2300 and ChemLink M -1 but be sure to do your own research to confirm a compat- ible and appropnate sealant with the matenals you are working with. How Many Mounts Per Module? IBC There are two questions that must be asked when adding anything to a roof. 1. Can the roof / building / foundation handle the additional load? C " International s1 2. What is to keep the new load from blowing away? �� Building � National It is assumed that a licensed solar installer can answer these questions. If he / she Roofing Code State can't, he / she will need to find somebody that can. A licensed engineer is the easiest Contractors Building solution. Some of the racking manufacturers have guides to calculating a code compli- Association Code ant install as well. Many variables must be considered and determined to complete the Q Asphalt calculation. The spacing between mounts has the variables of: strength of rail, distance Roofing ?� between parallel rails, cantilever of modules over rails, pull out strength of mount, slope Manuracturers International n of roof, height of roof, wind zone, roof type, structural integrety of roof framing, etc. The Q Association Residential only values in the variables above that we can provide is pull out strength and shear of A HJ Code mount. We provide structural test reports on all of our mounts as needed. You will need Authority to gather the rest of the applicable information and do the calculations for your specific Sheet Metal & Having National project. p f t/% Air Conditioning Jurisdiction Fire 3 Contractors' Protection 0.. Further Resources P National OSHA Association Z In the process of all the research we have done, we came up with what we call the Association "Wheel of Accountability". It is a graphical look at the many official entities that govern 7 International how waterproofing should be done. At our web site you can click on any wedge of the Code wheel and get the code snippets that pertain to that entity's focus on roof penetrations. 4f 9 Council Please don't hesitate to use it to your advantage. And of course if you have any feed " 9,(, G1 4, underwriters (, back pro or con, let us have it. Take photos of your jobs using Quick Mount Products ( Laboratories and submit them to us at info@quickmountpv.com, we'll put them up in our web gallery. - re_ Put Photo Gallery in the Subject line. UL 2 of 4 . b r 5/16" SS Hex Nut 5/16" Split Lock Washer (Not a theft- prevention feature) 5/16" x 1" SS Fender Washer Block pivots on flashing Typical With water -proof seal 5/16 " 60 Durometer L -foot, EPDM Rubber Washer not included ® 5/16" SS Sealing Washer 5/16" SS Hex Nut 8 IU■ 0 II✓ Beveled Block I 1 1/4" x 1 1/4" x 21/4" \ 11 fl= a1 . i- te we ... . ■e 5/16 -18 x 6" SS Hanger Bolt: 1 1/4" 1 1/4" Machine 1 , ` 12" 1 3/4" Spacer N--; i ° 1--- p f1 3" Lag I. Compostion = � Roofing 114 6" 1/2" I Plywood 12" 21/4" rilt' Rafter ll 3 " Scale 1:2 TITLE: QM -PV -Comp 5/16" Scale 1:5 COMMENTS FILE NAME QMSC 3125 DATE 1/07/11 n—n r REVISION 5 Quick Mount 2„,, PROPERTY OF QUICK MOUNT PV • ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED DRAWN Your Solar • Solution K O • onduit • in Product$ F.K. Solar • H,0 • Conduit • HVAC • Custom • \,,,,\,, .1jick Mount „ , , ‘, 1 / „, , . COMPOSITION MOUNTING INSTRUCTIONS - 5/16" - PV - Installation Tools Required: Tape Measure, Roofing Bar, Chalk Line, Stud Finder, Caulking Gun, 1 Tube of Appropriate Sealant, Drill with 1/4" long bit, Drill or Impact Gun with 1/2" Deep Socket. ^y Tom. . 5 � � ` ... t , M 4 jib F t f ' . 11 3 .4, %,:;',1-# s j i — ^ ` } sp r y`, y ,i; 1. +7 . ' • - ..alai -:.A a 4 x'.f'I[ [1 •? i ;Y'`u' .';',;4:-?,-- - ,, c: 9 f' y , ' Locate, choose, and mark centers of rafters to Lift Composition roof shingle with Roofing Bar, Slide Mount into desired position. Remove any be mounted. Select each row course of roofing just above placement of Quick Mount. nails that conflict with getting Mount flush with for Mount placement of Quick Mounts. front edge of shingle course. Mark center for drilling. '' \Q } `, - ' Y L�'. T a! .,,� - ., 4 .i •1.+ ` `SP it imi I\ f - •:Y. Y•- 1 ..„—_,_ 1,..,_ q - a ,�, ...js��y :t 7 ' ,!�'' .'. _ rti y 1 + `.. r - ,vfi:'t ;_��r 1` ;.;• ' ^ _ • ,.r [ 4 .. q 7 a 4 111 ./1?:. .1 !- t . . 1:.', 1 .,. J t�1 :+, 1 .,:x nf5 t • . M } I ti a 1 3 a - ���Y' � � 'li � � ti +� 1 Using drill with 1/4" long bit, drill pilot hole into Clean off any saw dust, and fill hole with Seal- Slide Mount back into position. Prepare Hanger roof and rafter, taking care to drill square to the ant. Bolt with 1 Hex Nut and 1 Sealing Washer, insert roof. Do not use Mount as a drill guide. through Block into hole and drive Hanger Bolt into rafter, tightening to 13 foot Pounds. N r ,;•r - _ . * You are now ready for the rack of your 9 a %. • . • ' choice. Follow all the directions of the . ' - `.1 rack manufacturer as well as the module v 4 ,w,, , ' 4 - "-- -- - - - - -- manufacturer. x �•' ,,f1.-„,......... + e ' r 1, 4 All roofing manufacturers' written instructions ` ;� . ,•,? must also be followed by anyone modifying a `fi roof system. Please consult the roof manufac- •"& turers' specs and instructions prior to touching 4 ,-' the roof. Insert EPDM Rubber Washer over Hanger Bolt Using the Rack Kit Hardware, secure the rack of - into Block, your choice (see 9 *). lighten to 16 foot pounds. For Questions Call 925 - 687 -6686 www.quickmountpv.com info @quickmountpv.com QM -PV- Comp - Install ©2011 4 of 4 January2011 uP 2_o.I I —©o23 F • • . 980 41st Street Tel: (510) 420 -8190 Oakland, CA 94608 FAX: (510) 420 - 81.86 OrzVh f ,:-:. mateng.c rn hELCIIVICI NOV 15 2011 May 5, 2011 CITY OF TIGARD BUILDING GWi�';Q d Mr. Stewart.Wentworth Project I umber 111203C QUICK MOUNT PV 936 Detroit Avenue, Suite D Concord, CA 94518 -2539 Subject: Low Slope Mount QMLS -9 Hardware Load Testing Dear Mr. Wentworth: As requested; Applied' Materials & Engineering, Inc. (AME) has completed load- testing the QMLS -9 hardware. The purpose of our testing was to evaluate the shear load capacity of the QMLS -9 hardware attached to a commercially available 2 "x4" Douglas Fir rafter. SAMPLE DESCRIPTION Six (6) mockup samples were delivered to our laboratory on April 20, 2011. Mockup configuration consisted of three 16" long rafters at 7 "o.c., screwed to 1/2" Structural 1 plywood. The 9" (finished height) Quick Mount Standoff (QMSO) hardware is attached through the plywood into the rafter with two 5/16 "x3" lag bolts torqued to 15ft -lbs. TEST PROCEDURES & RESULTS 1. Shear Strength Parallel to Rafter Three samples were tested for shear strength on May 2, 2011 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a shear load was applied to the 5/16 "xl" machine bolt connecfed the aluminum standoff. The samples were loaded parallel to rafter at a constant rate of axial deformation of 0.01 in. /min. without shock until failure occurred. Based on the above testing, the average ultimate shear load, parallel to rafter, of the QMLS -9 hardware in Douglas Fir was determined to be 763 lbf. The specific gravity and moisture content of the rafter was tested in accordance with ASTM D2395, Method A (oven -dry). The average specific gravity and moisture content was determined to be 0.456 and 12.5 %, respectively. Detailed results are provided in Table I. Test setup and mode of failure are provided in Appendix A. Page 1 of 7 APPFOED MEWLS 0 LS EMOOJE[ ° ON©, Ol © 4L. • Mr. Stuart Wentworth Project Number 111203C QUICK MOUNT PV Low Slope Mount QMLS -9 Load Testing May 5. 2011 2. Shear Strength Perpendicular to Rafter Three samples were tested for shear strength on May 3, 2011 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a shear load was applied to the 5/16 "xl" machine bolt connected to the aluminum standoff. The samples were loaded perpendicular to rafter at a constant rate of axial deformation of 0.01 in. /min. without shock until failure occurred. Based on the above testing, the average ultimate shear load, perpendicular to rafter, of the QMLS -9 hardware in Douglas Fir was determined to be 579 lbf. The specific gravity and moisture content of the rafter was tested in accordance with ASTM D2395, Method A (oven -dry). The average specific gravity and moisture content was determined to be 0.444 and 12.4 %, respectively. Detailed results are provided in Table II. Test setup and mode of failure are provided in Appendix A. If you have any questions regarding the above, please do not hesitate to call the undersigned. Respectfully Submitted, APPLIED MATERIALS & ENGINEERING, INC. Reviewed By: • ohammed aryaz Armen a} ri n, Ph.D., P.E. Laboratory Manager Princip 0 SSIONg1 E �o MIR /qy y C�y e^ N Q� No 5535 1 °c t �p 9 1 3011 co .,A STATE OF C '. • Page 2 of 7 WPM 0 14[ O33OAfia b EN DNEEMN13 ON ©. • •1 •.,'' - —. _ .. — ----TABLE-I— .._ • LOW SLOPE MOUNT OMLS =9 9" FINISHED HEIGHT SHEAR LOAD PARALLEL TO RAFTER TEST RESULTS PROJECT NUMBER 111203C ULTIMATE RAFTER RAFTER SAMPLE SHEAR LOAD - FAILURE MOISTURE ;SPECIFIC_ ID PARALLEL TO MODE • RAFTER (LBF) CONTENT ( %) GRAVITY 9PARA -1 767 11.4 0.468 AL Base Collar Cracked 9PARA -2 753 • 13.7 0.403 Lag Bolt Pull -Out 9PARA -3 769 12.6 0.499 Lag Bolt Pull -Out AVERAGE 763 12.5 0.456 .. • ' Upper bolt. Page 3 of 7 APPLOGDD MATI03OM. 8 MORMON, OM[ [ ° OMB, OM©. TABLE II LOW SLOPE MOUNT QMLS -9 9" FINISHED HEIGHT SHEAR LOAD PERPENDICULAR TO RAFTER TEST RESULTS PROJECT NUMBER 111203C ULTIMATE -RAFTER RAFTER SAMPLE SHEAR LOAD MOISTURE SPECIFIC FAILURE ID PERPENDICULAR CONTENT ( %) GRAVITY MODE • TO RAFTER (LBF) Plywood 9PERP -1 516 12.6 0.396 Buckled/Bent Machine Bolt Plywood 9PERP -2 631 11.9 0.487 Buckled/Bent Machine Bolt Plywood 9PERP -3 589 11.7 0.451 Buckled/Bent Machine Bolt AVERAGE 579 12.1 0.444 .. Page 4 of 7 APPLIED NIATEROALO ENOI0I[ C ° 0NS, Ob©o • J.. . . • . • • APPENDIX A •. • • • Page 5 of 7 APPLIED MATERIAL@ EN@INEERINe 7 LOW SLOPE MOUNT OMLS -9 9" FINISHED HEIGHT SHEAR TEST SETUP PROJECT NUMBER•111203C United ........ * Load il ° `� — JJ I Orientation V — t Tes\tt f after ( 1 _ - 7 l i ading Fixture i L Y... , r • „ ` 1.ag Bolts � �� �� /��= `_ ,Flftachine Bolt Figure 1 a. Shear Parallel to Rafter Figure lb. Shear Test Close -up United . - L oad Orientation :AI --__) tit, ���� 4 Test Rafter �' l \ iJ � 1 - , ' ' ' ' .. y -‘ . ' Lag Bolts ,. � _ _, [ - Figure 2a. Shear Perpendicular to Rafter Figure 2b. Shear Test Close -up . Page 6 of 7 APPLIED MAMMALS OG'LS b EN@ON[ C ° Ob ©, OM • • • • - - - -LOW- .SLOPE- MOUNT- OMLS -9 - - -• - -- -• - - - - - - - .. 9" FINISHED HEIGHT FAILURE MODES PROJECT NUMBER 111203C • ffi 1' � rte; - / Figure 3. Cracked Aluminum Base Collar • . Shear Parallel to Rafter • \\ • \ Figure 4. Buckled Plywood Shear Perpendicular to Rafter Page 7 of 7 QPPLOCDo MAMMAL a Ea @oaEERONO, ONC©o PROJECT INFORMATION � 1 "\ MAZATLAN r -, r1 „ `. ' � • RESTAURANT J . _'�. ,, 1 i l OWNER NGUYEN H 1 ▪ Area of Work • 1 A �SW N PACOIFICPHIG yyA ELISION WOV l i 6 ZO1� •• :. ; , PV array i : ,:'. TIGARD, OR 97223 I pt 1 r r. • f- .r .i .•1':' I .,. BUILDING COMMERCIAL °'': •' DATA APPLICABLE 2010 OREGON SOLAR INSTALLATION :,i: i':.I . J CODES SPECIALTY CODE :_'•• �•:� •.• \ `+•' 11111111 1. •.:.- = • 111111111 �• .! SYSTEM SOLARWORLD 235W • —__.._ `, • '�'' 11111111/ is TACO BELL 98 X 235W = 23.03kW '~ . `.: 1111111/1 (9 ROWS OF 10, 1 ROW OF 8 MODULES) • : j — 1111111/1 I ' ..I / i'. -•;'s • 111111//1 .. CONTRACTOR LIVE LIGHT ENERGY "'.' :i :': O t ,..l --) '-'•' 1' 1815 NW 169TH PLACE, SUITE 4020 ���✓✓✓ BEAVERTON, OR 97006 ` • •• • 111111111 503-682-0906 ' — • CONTACT: DARREN WHITTINGTON �• ;+.. 1111/111/ i 111111111 — y.; : 111111111 MODULE SOLARWORLD SUNMODULE 235W :...�: SPECS (L) 66" X (W) 39.5" X (H) 1.34" WEIGHT: 48.5" LBS �,, ^ 11111/111 . ,.1!:• _ COMBINED WEIGHT OF MODULES AND RACKING • IS <4.5PSF. • `•I• < • •••• •".1•;A: : 0 9 Ak ; , �ti SUBWAY • KEY BANK TARBUCK' I • \ L --- NORTH -' , 1. SITE PLAN LIVE LIGHT., M Scale: 1" = 50' -0" E N E R G Y 0' 25' 50' 100' 1815 NW 169th Place CANYON AUTO REPAIR & COLLISION Suite 4020 DATE: SEPTEMBER 9, 2011 DRAWING: Beaverton, OR 97006 11643 SW PACIFIC HIGHWAY PROJECT NUMBER: #10428 1 ®f 1 Tel. 503- 682.0906 TIGARD, OR 97223 Oregon CCB# 187491 REV. DATE: