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Plans (2) . , , . . RECEIVED JAN - 52010 CITY OF TIGARD 4 : . • .: .pko, p:ii: , Project R.D6sEt5 tiAcm io Eg,..,y By 1 Effla Consulting Engineers Location Dote Job No. Client . :)1..A,A...k)AtTi 0 hi Revised . Po rtland,Oregon 70,15:), t re_ L-Alc)()I- Date 41cro tel)...LT)iL.yy.4i....A■LhAsVV' -7E- PA.A.)C1..., ....L.,214 j..,..iii_...") )4.--,..L.L._ • ., 4.:4. ,Ot 4',,,;i:V■,,.•,;,'':..,,,.:E LI._',..,::.,,,•.,:i. :±4r,',--',4,,- ,-t;',.. .!.,'11 ::::.:i ,,'-;t7r...,- '-.--''',,ci",:•:'.-_,.-','''''.','=''.:: ','.'..'•'..-• 4.. .. ,... ,,,—... i _A , , '•■ PeArri-Aso.b. , : . ..... ........ .:. ..: . ,,.; ,In .. i3..,,H _ „ . ,. . (Kg 7) - Z Is . . ........_.... _ ....,„_ 0 rctcE - •... . . _ whiEliov- toiLi>106- (14186 3 , . - 64 EAt) OW AtitrE4S) ::, :!•410104-liet -' '.,... . •I'P.''''*'1-,-,,:::,,';;,: . '- '':'* ' *''' ...". ' „ .;,.:; ,::,:.„:::'.1`R. : --- .-;,.,-- '',.,7'■;!:.:.:' i' — ' - . . ." 414-- Pzi,F sTR-UCTVWS b Ei> Fe'P-- ae .e.s{' -‘ r—t. . 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I 1 di 1.e IIIII 1 i • 1:Irmo rot 2 1)-000 STRUCTURAL AND MISCELLANEOUS STEEL - Butler Building SIZE R.lv J TYPE One ( I ) 100 ' wide x 440 ' tong x '24 ' nominal cave height Butler Low R ii; i d Frame clearspan building . One ( 1 ) 40 ' wide x 192 ' long x 20 ' nominal eave height Butler Single Slope Wedge Beam building . Close in East endwall and North sidewall of existing Warehouse building expand . present w 2 ' x 50 ' addition . DESIGN Live Load 25 # Wind Load 20 # Crane Load 5 Tons in wedge beam structure , as shown . Steel rigid frame with style designed tapered columns and roof beams , gable roof type , free of interior columns and trusses , giving maximum usable width and height . Designed to meet the Uniform Building Code . Structural mill sections or welded plate sections designed in accordance with AISC "Speci- fications for the Design, Fabrication and Erection of Structural Steel for Buildings ," and all cold formed steel structural members designed in accordance with AISI "Specifications for the Design of Light Gauge Cold-Formed Steel Structural. Members . " As detailed on attached drawings on design sketches . All bolts for field assembly of frame members will be high strength bolts of proper sizes complete with washers as required . SECOI.DAFY `T PUCTU ?A, !.fly,"; RS Purlins and virts where used are "n" shaped , precision roll . ,.:2"..':C''_d the outer flange containing factory punched holes for and panel connect ion;' . They each span and end at one bay thus c-ivinw' simple beam de::iL r . Standard mill shapes as shown on attached drawings . '' ur• Ti'ai.. fii, ' ' The structural steel parts are cleahed thoroughly and chemically _ .!' a.;, i a phosphoric type cleaner , leaving a fine , tightly adhering , crystalline coat- inL; which is or osion inhibiting and il"s pain 1 e. _ omn . The primer is a zinc chromate red oxide alkyde formulated to equal or exceed the erformance ru..- quiremerlts of Federal Specification TT-P-636 or TT-P-86A . SAFETY COMPLIANCE: All work performed under this code shall comply with applicable sections of the Williams-Steiger Occupational Safety and Health Act. of 1970 , and subseg11t.'nt amendments . 3 . 2 ■ N ESL SOLAR .E �� 3= # � �E � €_� ■ N ESL SOLAR % � .. . 4 Y-,*-0i 1 Electrical Date Model 03-1600 DJ-165D DJ-1700 DJ-175D DJ-180D � _ Peak Rated Vol(+i-3%) Pmax 160`vV 165`i11 170 t"J 175'v1+ 180;V L Rated Jottage Vmp 34.5 V 35.4�l 35.0 V 35.8 V 30.2 V DJ-160D DJ-165D DJ-170D DJ-175D DJ-180D Rated Current imp 4.64 A 4.66 A 4.78 A 4.89 A 4.97 A t Open Clcuit Voltage Voc 41.8 V 43.6 V 44.2 V r4.2 V 44.2 V Monocrystalline Photovoltaic Module I short Circuit Current isc 5.07A 5.08A 5.15A 5.25A 5.36A Maximum System Voltage IEC,UL 1000V,800V 1000V,600V 1000V,600V 1000V,60r0`J 1r000V,600V Temperature Coefficient IININIIIINIiIII , NOCT 48`C{2C Features IINIIIININIIID Power -0.4667`%nlK • High cell efficiency with quality silicon material for long term output IINIIIININ11111 Voc -0.345%'K stability and quality cony I1NININIIIINII Ise 0.1055°l°1K • Rigorous Guality cxsntroi to meet highest internafional standards • High transmittance low iron tempered glass with enhanced stiffness IIIIININIII1N11 i STC:Irrandiance 1000W/rn', Module temperature 25`C, AM=1.5 { and impact resistance 11111111111111N11( • Unique frame design;with high mechanical strength for easy installation Mechanical Data IIIIIIIIIIIZEEIIIIIIIIMIII • Advanced encapsulation material with muitipiayer sheet lamination to iIIIIN11111111111 Solar Coils Monocrystalline sliCcan solar cells 125mm`125mm provide efficient protection from the severest environmental conditions 'I s j,� j ` NO.ofcells 2(12'6 , • Outstanding eiectriq'performance under high temperature and low I'1'��r1'11I\� 3 r• + "a i ! irradiance conditions 1 Demension 1581mm'809mm'40mm(62.2'31.9-1.6') 6 ,5� IINI/111011N11/1102e2g 31• r Weight 15.5 Kg,34.4 ibs I 4 Applications Packdn 644 Pcs!40ft Container pa IINIii NlNlllll '"" 2 ''\ a •Any large or small on-grid or off-grid solar power stations I1NIN1NININh1 .. 1 .5X. 1 t • Commercial and industrial building roof-top systems -- .. 2-S IP Operating Conditions ° 0 5 10 15 N IS 30 35 40 45 50 • Residential roof-top systems I Operating Temperature -40'C 10 '85"C vatageM . ....,,, •Any commercial or industrial ground mount systems A. 3 impact Resistance Diameter of 28rnm with impact speed of 85k sVh ( Curtan�' a C^�ad•^ w^^a nat on o a^t^ll^d^ ete . • Other industrial or commercial applications TUV C(1)us Warranty and Certifications Quality and Warranty Warranty 20 years limited power warrantty • Peak power of single module is guaranteed in±3%power tolerance EC 5 years limited product warranty • Average power of modules in single order is guaranteed not less i Certifications TUV(IEC 61215 IEC 61730),UL(UL1703)Class C fire Rating than the peak power • Rigorous quality control meets the highest international standard Dimensions mm(inch) • 5 years limited warranty on material and workmanship • 10 years and 20 years limited warranty for minimum power output ------------ • 4 ��0.���==f�=++•' '` 0 �Fi..—_---I=MIMI= `3[( 7 ills r `°4 �� • • • • • • • • • • • ._ 62.2" Http:fhwww.nosl.cn Http:iiwww.nesi.cn liummommosomm Add:5A,8 XiHu Road,WuJin High-Tech industrial Zone, , 1 asimamilmaimmon Add:5A,8 XiHu Road,WuJin High-Tech Industrial Zone, tr,tt.:as 1,s.3 , ,,aimiummummm Changzhou,Jiangsu,P.R.of China Changgzhou.Jiangsu,P.R.of China • • ., Projecto ae.c3, 4/ LLA) Ay By Zit Sheet No. Date Consulting Engineers Location Client 06:1-1674) Revised Job No. Portland.Oregon 10.940C.,44 Dote rikikit> /06- .53 .r..A.V1 — (f' 4i qvc_.:fti A. DE.K: +f- EXI-5774ia- .iNa_elve-YAJ6- -1 - ezyt)torcrE1) Tr> 2-PO k e c'-o " 1}/ 61. P (,;z) Vii"13 5egftus' 74101..) . , 7 I (5 'S 5 /A )(. ,211 &ilt t /f,) ror 2..400„(A._)f,-; AKE_ f G-A .-Lxv LL (Nu. 0_1 c4.41) P.E7— UN-1 PT- 10 g WO lb (9) ViiV .‘,..;.64170-1S v-7 A-aboAkiLE UPLIFT. - A 177 ti) 351-1 lb erleqc.-7 CPC-A) EbOa-, 6D/Lw.,:r.CT/0A.) La_gfrA-t1 4[7w,14/0 6-- .4 Ei-efAl T rFifc)rE 1-E--)4t> U#3 ( Fe)kmt_y 'Prkik3C-L rug A 31-r 0?- 7b K2. , .14 fl t > ---- 10 lb -17) 6)-41444) VA LA..) rer.„ ; frA,- 4714.c-14CD) A-71T 1,--0/41) F-f, qz, ■etinP I e7k- ,P.S) .c) re" -6774701v A A.4"),5) r•-• L-2 <,q4-1 D.0 v`l S-5! 1 Clamps I Load Test Results I Normal Load Results Page 1 of 6 S-5! I Clamps I Load Test Results I Normal Load Results Page 4 of 6 ULTIMATE /� .®Ttt Toll Free:888-825-3432-Distributor Log In-Deutsch _ ^" �._ 1 WHERETO 1 ISearcn... I Go !mete° Series 300 22gaSteel 150 23101b OD 77015 ® B.UY S-5t Mini ® 141 :t-o1 Advanced Search S-5-U ,_, Mini pd (Snap) trnm alum 115 841 b C 314 lb The Right1Way! s-s-s min Interlock Roofing Snap Lock 1" 027akun 115 77315 OD 258 Home About Us Clamps Snow Retention Downloads Press ColorGard®Calculator S-5-6 D7tti mini KME TECU 25mm DFSS Copps 115 1000 lb 0 3341b Load Test Results(Normal to Seam) Mini TECU-Zinn 25mm 0.7n.n Introduction Mini cA1E DFSS Copper ns 1392 lb 0 464 lb A licationslUses This page shows our current list of Load Test Results.Scroll down the page to ss•u Knudson Build nq PP review all the results.You can also filter test results by Manufacturer.Choose from mini Systems KR-zo 24 ga slee t/s 1457 b Go 466 D S-5V Clamps the Manufacturers menu to display the desired load test results. Mini 5-5-U Laura scar-Roof, tisni BV Artbck 24 ga Steel 115 1770 lb OD 590 lb VersaBracketlN i Manufacturer s-s-u Laura Star-Root. CorruBraekett" All... Mnl By Spanbde 22 ga Sleel 150 2378 lb CN 793lbj{{ Units: Cal AE:=l Metric Safety Factor: 3 Reset Tent Results 5-5-U MBCI BaBenlok Its 24 ga Steil 115 1nO b GO 5901Di S-5-PV Kit I tY f Load Test Results Model Panel Panel�� Thickness Screw Mimesis Failure Allowable Niles S"Sm-u MBCI DN,ble-1.0k 22 ga Steel 150 1996 b Go 6661b Manufacturer Malarial cinch-its) (IDs) Mode (Si) Load Results Orientation SSU MBCI Double-Lek 2a a Steel 115 1667 0 OD 55616 Parallel Load Test S-SU A 8 Buldinq Duraseal Seam 24 ga Steel 115 1667 b OD 558 lb klrru 9 Mini Systems L P Normal Load Results SSU A 6 S Guiding MmIU MBCI Lokseam 24 ga Steel 115 10531b D 355 lb Mini Systems L P Installation DeraSeal Seam 24 ga Steel 115 1368 lb D 456 b 5511 MBCI Su do 9 k 22 a Steel 150 2378 lb CID 793 IS FAQs Mini S AEP Span Design Span HP 22 ga steel 150 1425 b AIGD 475 b Mini • S-s-s SS-ll M8G Ube-Dek 22 ga Steel 150 23761b VD 792 lb Mini AEP Span Design Span HP 24 ga steel 115 9461b NOD 3161b Mini , Design Your SSS %51� MBCI ultra-oak 24 ga Steel 115 1368 lb D ass lb ColorGard®Project Mini AEP Span Snap Seam 22 ga sled 150 139615 D 46815 s-s-u MCElroy Metal Master-Lok 90 22 9a Steel 150 2376 5 GD 792 10 S', kW Milk AEP Span Snap Seam 24 ga steel 115 104315 0 3481b See How Easy 5.51 Mini 5-5-u McEboy Metal Is to Install! S•5-U AEP Span Span Lek HP 22 ga steel 550 3092 lb D 1031 lb 4 Mini Mills Min Master-Lilt 90 24 ga Steel 115 1388 b 0 45815 t s-s-z Meschanl6 How Strong Is 5-517 SSU N AEP Span Span Lob HP 24 pa steal 115 254515 GO 84915 4 Mini Evans Zip Rib 22 an steel 115 185315 B/C/D 618 b mini Load Test Results s-s-u - 55.55-U Meseta Double-Lok 24 ga Steel 115 1887 lb C10 558 lb Mani AEP Span Span Seam 22 ga sled 150 2783 b VD 928 lb SSU AEP Span Span Seam 24 5$U Metal Sabs vertical Seam 22 ga sled 150 1420 b D 474 lb mini ga steel 115 2367 D 789 lb SSU NCIRridwest 216 24 ga Steel 115 1770 b GD 5901b SSE Akan r Novelis Paternal 25mm 0.7mm 115 87515 VD 292 b mint Metals 5-5- DFSS Alum S5-U NCUMldwesi 5511 Nlech Mini Meblrc weather Roof II 24 ga Steil 115 1368 D D 45615 VD Fabricalbn,Inc Stru le>fe dure 22 ga Steal 150 237815 D 79315 Sfi-U NG/Midwest 5511 NIat1 Mini Metallic w1Yett1er Roof III 22 ga Steel 1S0 2376 b CJD 7921b MIN Fabrication. Mc Tech-Seam 24 ga Steel 115 177010 GO 590 0 5511 Architectural 5-6 E Machine SS 150(DBF) .032 Alum 115 1132 b OD 3781b Mini Metal Products Ultra Seam US200S .040 Alum 115 1583 b CO 52816 3 �' 5-5-U Architectural Minn Machinery SS 150(DBF) 22 pa Steel 150 2341 lb 19/C 761:b Mini Metal Products Ultra Seam U5200S 22 ga Steel 150 23891b GD 7975 3 5-511 Architectural Ultra Seam U5200S 24 pa Steel 115 2251 lb D 751 b 3 AIM Machinery 55150(DBE) 24 pa Steel 115 199015 A1D18 664 13 Mini Metal Products . 55-U New Tech SS 210A(Double ArdnSecWral Mini Machine Fold) .072 Alum 115 48016 OD 327 lb SS-U Metal Specialties, AMS7751.3f4' .032 Alum 115 96715 GO 32311 Machinery miy a Inc. ' - -111 Tech M Fold) OA(Double 24 ga Steel 115 22871b CID 7631b Arcniledural 5-5-U Metal Specialties. AMS175 1.3/4- 22 a Steel 150 203815 GD 6800 5311 New Tech mini Inc. 5r1ap-Cork 9 Mini Machinery SS 450 SL 24 ga Steel 115 64915 D 217 b I Architectural Specil 5511 New Tech SS 675 Snap Lock 5-5-U Metal Spectatties. AVS175 1.3/4' 24 ga Steel 115 14575 I:ID 4660 Mini Machinery 1-3/4 24 ga Sleet 115 145715 GD 48615 Mini inc. Snap-Lock _ S-5-U New Tech SS 675 Snap Lock .032 Alum 115 %7:D GO 32316 Architectural Mini Machinery 1-314- MInIU Metal Specalties, AMect.m.,Lock 040 Alum 115 1583 be CJD 5280 3 5-5-U New Tech Inc - 53 875 Snap Lock 22 a Sled 150 2038 b G'0 680 lb Mini Machinery 1.314" 9 Inc. Ural S5'U NU Ray Series 1000 24 ga Steel 115 879 lb 0 22715 5-5-U Metal Specialties, Mechanical Lock 22 ga Steel 150 23891b CM 7971b 3 Mini Inc. • SSII NUnlectural AM5200 2' mini U NU Ray Series 1000 26 ga Steel 115 426 lb D 1431b Metal Specialties, 24 pa Steel 115 2251 0 0 751111 3 Mint Mechanicil Lock Inc S-5•1J NU-TECH Sure Lock II 1-316 24 ga steel 115 1457 lb CID 486 lb Architectural Ultraseam US 2005 Mint Machine SSU Metal Specialties. 2'Mechanical Lock .040 Alum 115 158315 GD 52816 3 S-5•U Petersen Mini Inc. 90 degree _ Mini Aluminum Tile{bp 2d ga Steil 115 a 177015 OD 59015 S5L Architectural UlUaseam US 2005 5.541 Petersen Tite-Lot Plus 22 ga Steel 150 2378 lb CID 7931b Mini Metal Specialties. 2•Mechanical Lock 22 ga Steel 150 238916 OD 797 lb 3 Mini Aluminum • 90 degree I . I 11++..•u1,,,,,,r e• c ne...b.1w..s...g..An,. 1 Aft „r I 1/1 1 Pinnn 1,rr..-11.,.,1..,,.., c.......L.l.........-/Z..a,... 1 rani ,.r I I/1 I n.nnn — -- ------ - / 1 Sheet No.Eptl„y By Project 06, ,„_c_ks Location Date Consulting Engineers _ ----- _ Job No Client Revised Portland.Oregon y Date LAPe F A^-M,a ef_ f6 GA. Z..-4 'LJ0U� 8. c . by ,1ff`Lek.1 Aft F- b c K (E Pc. ''F ev470 )PP 'T- j JE or:16 HT X2-6 t1(J t u dis '.,.Mt "TU A 1?T r c-YrE ). Uhf 1 --.t'1 a-AA-4T. cr r" 44/*f - u 1 S`UUTS : 6 r J. G to/ Gtr. .c.71 'D 2- 4! O I0 V i_I `r, 1a --L DM> r ,r,~ IL 647704)C471-) ) --rt> po A t (a) * 1..1. c. 95 = X111 bwA- L E" Vpj n- r 1 c6 11/5 cR.E.c v 2,v. I Sh 3 1d2. IJ oK, ewe w/0 I/3 wI rmiitit4 .E- uN \��T 1�t) 'O' 0- 6. MAY ov A+ i ( ) I� kr � e Folk H z-?vet!-1AJ UP PAC- i Tie l 5 a ya - 31 " - , 6!Ds T4. k4; w Ir 351 :ri3 (.5a. 4 - Fb) -P Ak sit9tC; 1C* 1 4"46 r 6T7oAv = S K ab 44. 3o db ak F L ;/t1( srp4rs c.301 G. ,.4/.1- �/ 3/4"# FPi-T A)E of u!E. v- A T. 0-0,40o . s` FF va/ (Li' e l- AL J-.. P-4/L rya`tom= 'v 'c fl7,0 kv I �. � c E olo oK. 60?-1 pmg,us, Tv Gan),,, cT"?6-A) , �,� �?. .�L._ KEEL .5- ` PA1 Sheet No. Project FAJ tia ,C 14 I )0 E12,4 Y "MEI Location Date 7 Consulting Engineers -- - --- -- _ --_- Job NO. Client Revised Portland,Oregon C * Date FIX li CLAW L.-A126 t '^e,19V AP - 1 Ir N _._.._------1 r r.._. per, , :3( .q xG . I git , _ ' ((:) 'T --- C 1-,14-ril r"" r.af %4 .,5 :Li- 'r) PAIL.. -_ __---fit j ` _..____-- (2AiL ,FLOo., TP-1 Iv ..-AC.--1-i e?!Dr : A : (b s:Ac7,-.71")(1/2 r 3 t.q"Voir , 3,i 5.--c P. 3-l{ CS K t(1) . ._. 4 Ib - Yq 7< & L Dk' Fy we--,44F-€7:774.,A) GL. t ; -L = 0.f 4 , r � a 6 ,pp��, w►a>Y11 '' lis` NA = 314 lb x O, 70 R z 214 IL. ..- E 0.. -Q- ), tye. . .(22-2-2—st-L-- z. ,9. 7 ic‹,r -•'-. . (.7 -11---:': Uk) t P-- PA-10t:1.. . t.U/ -\--- 1114 / T--- -;.r.-,L.:7r . . , , . `fir ultra - dek® ERECTION SEQUENCE „4/111,7 1 STEP - 1 6 ,4,, Before installing the first clip, clamp the male side of the panel to the side of the back-up plate with a pair of Vise-Grip® locking pliers. This will help maintain panel module at the 6._ _ endlaps. Install a clip on the male leg of the panel at the endlap. This should be the first clip installed as it controls the 24" module for the remainder of the panel. Install clips on all remaining purlins. IIIIIIII0,- A:ifila � 24" FASTENER REQUIREMENTS Purlins - Fastener #1 ""7" Y4 Joists - Fastener #6 ..., (Two fasteners per clip} 14:----iiiii :- '''Ni,. .,____, CAUTION -- For UL 90 Roofs, see page UD-5 for special .00011111111111110066- r requirements. CAUTION W TheV/t u p panel clip has factory applied mastic in the upper lip. This mastic is compressed when the clip is rotated in place. if, for some reason; a clip must be removed, a new clip must be used. ": • Position the clip over the male leg of the panel as --J./ .';• shown, and rotate clip downward. IMPORTANT • With the upper clip firmly seated, position the As each clip is installed, maintain a 24" base firmly against the purlin flange. panel module. 4 • When properly positioned, the vertical legs of the upper and lower sections of the clip will be 90°to NOTE the purlin flange pointed upward, as shown. The floating clip is designed so it can only FASTENER #1 be properly seated when the upper portion of the clip (the tab) is centered on the base. JUNE 1, 2006 SUBJECT TO CHANGE WITHOUT NOTICE UD-29 uItra-dIu® GENERAL INFORMATION PRODUCT CHECKLIST Fastener #1 • Clip to purlin with up to Fastener #1 E • Panel to eave plate, i 4" insulation thickness eave strut, or valley • Eave plate to eave strut plate • Inside closure to eave • Rake trim to roof panel plate or eave strut • Outside closure MOM • Mid-Slope Fixed Plate to • Endlap Purlin netra• Light Transmitting panel ! trim 1/4"-14 x 11/4" Long Life Driller 1/4"-14 x 1" Driller 5/16" Hex Washer Head with sealing washer ex Washer ea wlt 178" O. D. washer [J (Long life exterior fastener) Fastener #1F • Clip to Purlin with over Fastener #2A • Use in place of 4" insulation thickness Fasteners #1E and #4 at all stripouts III11�11111`NIII111�1�II1I1�` :_ mot. 17 x 1" Type AB Long Life 1/4"-14 x 11/2" Driller 5/16" Hex Washer Head with sealing washer 5/16" Hex Washer Head with sealing washer ❑ (Long life exterior fastener) Fastener #4 • Ridge and other flashing Fastener #5 • Rake support to purlin to outside closure • Floating eave plate to • Gutter to panel eave strut • Gutter to strap • Trim to trim connections 11'111 : �11111111111tC�111��1[.` 1/4"-14 x Vs" Lap Tek Long Life Self Driller 5/16" Hex Washer Head with sealing washer 1/4"-14 x 11/4" Shoulder Tek 2 (Long life exterior fastener) ❑ 5A,6" Hex Washer Head, no washer [� Fastener #6 • Clip to joist Fastener #7 • Rake support to joist • Eave plate to beam • Floating eave plate to joist ,E11 �Ii1►Ii�u�ti�ltitiiltl��tc�� � ���1�t11�lllh�l�llt`ill��` 12-24 x 11/4" Tek 4.5 1/4'-20 x 11/4" Shoulder Tek 4 5/16" Hex Washer Head with 5/8" O.D. washer ❑ 5/A6" Hex Washer Head, no washer JUNE 1, 2006 SUBJECT TO CHANGE WITHOUT NOTICE UD-15 ,.r . RR 25095 I 0 TABLE 1-ALLOWABLE NOMINAL TENSION STRENGTHS,Pts, FOR DRIL-FLEX AND KWIK-FLEX FASTENERS1 SCREW SCREW DRILL DRILL TENSION(pounds) SIZE TYPE POINT cAp.2 COLD-FORMED STEEL,GAGE3,OR THICKNESS(inch) ALUMINUM 6063-T52, TYPE (inch) THICKNESS(inch) 18 Ga 16 Ga 14 Ga 12 Ga• 1/8" 3/16" 1/4" 5/16" 3/8" 1/2" 1/8" 1/4" 3/8" 10-16 3 0.150 132 167 r 211 478 420 - - - - - 255 -• - 12-14 3 0.187 132 176 237 559 687 966 - - - - 313 762 - 1/4-14 3 0.210 133 177 229 650 755 1306 - - - - 334 808 - 1/4-20 4 0.375 - 172 216 555 718 1308 1060 1496 - - 299 774 1085 5/16-18 3 0.210 - - - . 778 952 - - - - - 373 973 1599 5/16-24 4 0.250 - - - 711 858 1209 1980 - - - 348 - - 5/16-24 Self-tap4 - - - - - 634 777 1334 1609 2219 2852 2851 186 542 - 1. Nominal strengths are based on laboratory tests,calculated in accordance with American Iron and Steel Institute Standard North American Specification for the Design of Cold-Formed Steel Structural Members,2001 Edition,with 2004 Supplement. 2. The drill capacity is the maximum metal thickness the fastener can self-drill and self-tap. 3. The base-metal thickness of 18 Gage steel is 0.050"; 16 Gage is 0.060";14 Gage is 0.076";and 12 Gage is 0.105". 4. For self-tap fasteners,use 0.290"predrilled holes through members. TABLE 2-ALLOWABLE NOMINAL SHEAR STRENGTHS, Pu, FOR DRIL-FLEX AND KWIK-FLEX FASTENERS' SCREW SCREW DRILL DRILL SHEAR(pounds) SIZE TYPE POINT CAP.2 COLD-FORMED STEEL,GAGE3,OR THICKNESS(inch) ALUMINUM 6063- TYPE (inch) T52,THICKNESS (inch) 18 Ga - 18 Ga- 16 Ga- 14 Ga- 1/8"- 3/16" - 1/4"- 1/8"- 1/8"- 18 Ga 14 Ga 16 Ga 14 Ga 3/16" 1/4" 12 Ga 1/8" 1/4" 10-16 3 0.150 454 547 487 - - - - 489 - 12-14 3 0.187 438 706 552 605 - - - 599 828 r — 4-14 1/ 3 0.210 465 771 560 806 867 - - 665 961 Self-drill 1/4-20 4 0.375 398 695 527 817 938 937 902 669 975 5/16-18 3 0.210 503 767 604 1085 - - -- 711 1003 5/16-24 4 0.250 - - - - 1829 1761 1587 598 956 5/16-24 Self-tap' - - - - - - 1819 1763 - 670 975 1. Nominal strengths are based on laboratory tests,calculated in accordance with American Iron and Steel Institute Standard North American Specification for the Design of Cold-Formed Steel Structural Members, 2001 Edition,with 2004 Supplement. 2. The drill capacity is the maximum metal thickness the fastener can self-drill and self-tap. 3. The base-metal thickness of 18 Gage steel is 0.050"; 16 Gage is 0.060"; 14 Gage is 0.076"; and 12 Gage is 0.105". 4. For self-tap fasteners, use 0.290" predrilled holes through members. TABLE 3 - MINIMUM FASTENER SPACING AND EDGE DISTANCES SCREW SIZE/ MINIMUM SPACING MINIMUM EDGE DIAMETER FASTENED MATERIAL (inch) DISTANCE (inch) No. 10 Steel 9/16" 3/8" Aluminum 15/32" 3/8" No. 12 Steel 11/16" 3/8" Aluminum 9/16" 7/16" 1/4" Steel 3/4" 3/8" Aluminum 5/8" 1/2" 5/16" Steel 15/16" 15/32" Aluminum 25/32" 5/8" Inspect 0) 1 around noting " IMONNI `. circle "flag logo on top of head. i FIGURE 1 —TYPICAL LABEL 11 . ill f UNISTRUT .1'1 15/8" Channel UP1000 Wt/100 Ft:190 Lbs (283 kg/100 m) Allowable Moment 5,080 In-Lbs(570 Nem) 12 Gauge Nominal Thickness .105" (2.7mm) f 1 5/a"-.- +41.3 -••-' 3 3 9.5-1.- 22.. ••-9.5 x •� 9/s2" 7.1 ft ,_ . x =>r Channel Finishes:L E I . ill i c.„. -.--..-.,- . „,,,,''"„, PL, GR, HG, PG; T .915" 23.3 , Standard Lengths: 1 5/�" 1 41.3 1 10' &20' 710" i 18.0 2 COLUMN LOADING - P1000 BEAM LOADING - P1000 Maximum Max Defl. at Unbraced Allowable Load Maximum Column Load Applied at C.G. Allowable Uniform Uniform Loading at Deflection Height at Slot Face K= 0.65 K= 0.80 K=1.0 K =1.2 Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs Lbs Lbs Lbs Lbs In Lbs In Lbs Lbs Lbs 24 3,450 10,750 9,900 8,770 7,730 24 1,690 0.06 1,690 1,690 1,690 36 3,050 8,910 7,730 6,370 5,280 36 1,130 0.1.3 1,130 1,130 900 48 2,660 7,250 5,980 4,660 3,770 48 859 0.22 850 760 510 60 2,290 5,890 4,660 3,600 2,940 l 60 680 i 0.35 650 490 320 72 2,000 4,800 3,770 2,940 2,380 72 560 0.50 450 340 220 84 1,760 4,010 3,170 2,460 1,970 _ 84 480 0.68 330 250 170 96 1,570 3,450 2,730 2,090 1,650 96 420 0.89 250 190 130 108 1,410 3,020 2,380 1,800 *" _ 108 380 1.13 200 150 100 120 1,270 2,680 2,090 ** .. 120 340 1.40 160 120 80 144 280 2.01 110 80 60 168 240 2.74 80 60 --�-- 40 MATERIAL 192 210 3.57 60 50 NR Unistrut channels are accurately and carefully cold formed to size 216 190 4.52 50 40 NR from low-carbon strip steel. All spot-welded combination members, 240 170 5.58 40 NR NR except P1001 T, are welded 3" (76 mm) maximum on center. r ,X). tN. STEEL: PLAIN 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and 16 Ga. (1.5 mm) FINISHES ASTM A1011 GR33 All channels are available in: STEEL: PRE-GALVANIZED • Perma Green II (GR) 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm) • Pre-galvanized (PG), conforming to ASTM A653 G90 ASTM A653 GR 33 • Hot-dipped galvanized (HG), conforming to ASTM A123 For other materials, see Special Metals or Fiberglass sections. • Plain (PL) Project: Rogers Machinery Approval Stamp: Architect/ Engineer: JP Date: 11/12/09 Phone: Contractor: Address: Notes 1: Notes 2: . 4 3 ± 2 1 REVISIONS REV. DESCRIPTION DATE APPROVED D A Original Release; 04/16/03 NS D B Updated to current standards; 03/05/07 MA i BOLT SLOT Material: Aluminum Alloy, 6105—T6 Finish: Mill Finish C Area: 0.670 Perimeter 15.169 L(-' r Bounding Box: X:—0.387, 0.363 \ (, lc� Y:—1.309, 1.191 Centroid: 0 000 e.000) Moments of Inertia: liAIXir1'! Y:0.044 / Radii Product of Gyration:ati n: X 0.829 Y:0.256 2.500 ' Principle moments I-- and X,Y directions I: 0.044 along 0.0181, 1.000 about centroid: J: 0.460 along '[1.000, 0.0181]] i BOLT , SLOT Z 0.y60 ,." C�,.35 .3 B (� U _ c.._ ► 30i„ = 1 / B 0.750—j P4 Mor,ntlde a'o jd,d Irreh If m�Rd•ntYal and and b Vr w4 p�pIrty of cons-, Rapro copyright or db4luU n. cut w.itt•n b forlYid.n ud dl ccnrttt.,t•wpy+ t t''�rYipMer*t u�d.r IL&Ia•. •4[I�IE ME N t013 ND wn rogf. r IPQ1 P�A FILL r os •IOIHMIdfS: ............ •M M TITLE' •""`°°°mot'1 a ix Solar Mount t„ 'R"`"` SHUR MATERIAL Standard Rail AAP° 04/16/07 6105—T5 Mass Properties A '�m Aluminum DRAWING NU.' XX/XX/xx FINISH' El 0001 A RELEASED. _ Mill _ XX/)OC/XX �✓ Finish SHT' B SCALE' ---1SHEETI 1 of 1 4 3 Ali' 2 1 . • . 4 3 + 2 : 1 REVISIONS REV. DESCRIPTION D DATE APPROVED A Original Release: 01/27/09 NS 9 • • 1.412 --- C Material: Aluminum Alloy, 6105—T6 Finish: Mill Finish Area: 0.3481 • Perimeter: 4.9355 Boundin Box: •• 9 X:—0.7062, 0.7061 Y:—.2557, 0.3838 Centroid: (0,000, 0-000) 0-1 2 Ifl Moments of Inertia: X:0.0136, Y:0.0532 0,64 0 Product of Inertia: XY: 0.0000 re I rl Radii of Gyration: X:0-1978, Y:0.3909 Principle moments. and X,Y directions I: 0.0136 along [1.000, 0.0000] about centroid: J: 0.0532 along [0.0000, 1.0000] B . B 1 w ti.a...lion p..o..,.d A•r.yn ht cz.,rb.,.t4l .,,e try _______ or r•••mt ,•.•," U-t +ritSen°aG"•pK,�,dv•r d b ti. .we propn tj W �"""''�opmy.t hrrtp...r.,t v•rr LLi m.. b r•.�as.,, vid Hl • •MEMOS/7 NICKS No C�aaRAQ w+i . .tacn.•rn. C� �...a �. , I •rMCm•e./,ti/i1 TITLE' A m Solari Mount '"N ANDREATTA NATERIALI Mid Clamp 01/27/09 6105—T5 Mass Properties /� APPIIIIVILD Aluminum f-1 XX/XX/XX FINISH mill DRAWING Na. E20001 A RLLEA ___ XX/XX/XX 63,/ Finish SHT; B ISCALE1 - l(SEETI 1 off 1 4 1 3 T 2 11 V 4 3 2 1 REVISIONS 1 REV. DESCRIPTION A Original Release; DATE APPROVED 01/27/09 NS I) 0i125 in co co C •,— C Material: Aluminum Alloy, 6105—T6 o _ Finish: Mill Finish Area: 0.4166 ICO Perimeter: 6.0368 `- Bounding Box: X:—0.7703, 0.4358 1.830 Y:—1.1057, 0.7243 Centroid: (0,000, 0.000) • Moments of Inertia: X:0.0866, 1:0.0614 • Product of Inertia: XY: —0.0538 Radii of Gyration: X:0.4559, 1:0.3838 0.1P . in Principle moments i and X,Y directions I: 0.0188 along [0.6211, —0.7837] about centroid: J: 0.1292 along L0.7837, 0.6211] 1206 B B RI re Vaal larsevaaaal hero+,la cordlalorrtaal and prop-Wary and bt She Cala � I,.. rn'sgt"''mpyT Ffrinp•n•„t under US Law. ■ r farMdi•�end UILST CMERRSE g�� M I�,f'�'_ i •0rtrea6 AE M MHZ MO \/ W R�• MRII P7q A ROi i r A •• �,/,,v„ TITLE, o • Solar I Mount � ANDREATTA MATERIALt K EndI Clamp APFTEIVED 01/27/09 6105—T5 Mass Properties n Aluminum o. DRAWING N , f-1 . _ 's'�y'0�_ FINISH. Mill E20001 A 4 xx/xx/xx 6./ Finish SHT' B SCALE' — SHEETS cc 3 2 1 1 1 l 1 i .�. i I i Sheet No. Protect koCY �1 ; U.g.7 By -- -- Location / Dote Consulting Engineers ------._._ _-_- Job No. Client Revised Portland,Oregon __ _.. W. G.14Dll✓E Date -1a Y 1 M - 1 P to E L } PaA' .-•- r L--AAteiUT �. ski - T_.. �t U C T L / to 2-J .L I ,J r e'Ai `.-c" 2).e. — T \ D 4 .r� = c `� a P�rL.. yum r 4 13 6-r L a5 P4 FLV --/-ra u,c 1 r -A.�/0Ec� 6 -. u.4 E- Cv) t42- �c -E .�..__ �O e . )' J C (, ) 1)0x- Tr el-% -r t; . U'I) ( 12 C.- P x� ..srr, �. - P-M c� t47 A E- 'k BY vlO C)i(90 � }- E i�OL 4 c f2- -- G `11-T- t- .6- r ,4 f L G.2.2" x �L (24)v) - V 1 " r�. iSa7-N P t ec...., LEG ATP trr : A ? Q r J ► 1 rv4 7 p = 13 v It r = d 6.tl35 nt (Fe- 4l c L Vii( .4'1 1-Es- `Tv Be A = 6.i-(cgli m a M f Ge LT sr JuT: TU85_ , KL/r - 3-5 K�f r` - g9 Vet T tae, sK fie. X " U,V( G 4. gL TrL-T I 4 1 3 2 i REVISIONS DESCRIPTION A NS ORIGINAL RELEASE DATE APPROVED I REV I BY 1 06/01/04 XXX 1 D D I Areal 0.5149 Perimeters 10.5085 Bounding boxy Xi Y-2.2252 13 Product of Inertia) XY1 0.0000 -0.6002 Y�- -0.8125 -- 0.0125 Centrold, Xi 1.3712 � 0,0000 Moments of Inertial X� 0,22 C Y� 1.1693 Radii of gyration) Xi 0,6435 C lYi 1.5070 Principal moments and X-Y directions about centroidi I' 0.2013 along [0.0000 1.0000] J1 0.2132 along C-1,0000 0.00003 1- B I B i I OWN N. SCHUIT 08/01"4 RAC. , , vau A + Ic. ORBS OIHsE SPECIFIED:A XXXXXXXXXXXXX A o ast�oHS ARE M MU s AND APPLY PPoOR TO FMK O SURFACE laT11RE XXXXXXXXXXXX o tv 11sC1{ SURF. ROUGHNESS o 1DLMAAN0 S ON I • ° D° t0 section propertys, tilt legs 4 1 SIZE C IREVISf0�1 A I SCALE ots I SHF?T 1 OF 1 3 2 ..®. 1 3 + 2 1 REVISIONS REV BY DESCRIPTION �---- A NS ORIGINAL. RELEASE BATE APPROVED B NS BOUNDING BOX ERROR CORRECTED 06/01/04 XXX 02/07/06 XXX I I D D . C Areal 1 0.4884 I Perimeter: 14.0387 Bounding box; XI -0.9100 -- 0,9100 C Y; -0.9100 -- 0,9100 Centrold; X; 0,0000 • Y; 0,0000 Moments of inertia; X; 0.2498 Y; 02498 Product of inertia; XY; 0.0000 1- Radii of gyration; Xs 0,7152 Y; 0,7152 Principal Mordents and X-Y directions about centroid; B I; 0.2498 along [0.3728 0.9279] J; 0.2499 along [-0.9279 0.3728 B CNN N. SCRUfT 06/o1/o4 U" Cs use°, v6u oR,se CHK x w eI use A DSCN2az , a A ° D0�ENSom ARE IN SPECIFIED: AND X X X X X X X X X X X X X APPLY PPJOR TO FlNSEL ° SURFACE TIDCTURE7 XXXXXXXXXXXX ° ev ILACli SURF. ROUGNNM ° TOLERANCES ON: °ANGLES: 30'30' CAD FILL;, ° °ea""'� ,a fro section propertys, tilt legs I S E C REVISION B SCALE nts SHEET 1 OF 1• 4 ! 3 9 i • Project 0)6+45 moce 14 r-g_f By Sheet No Location Date Erilli Consulting Engineers Job No Client Revised Portland.Oregon H 6)..J)10,421-E. iP‘ Dote L.— 4wit mp4 y5 ik) Lxtiu.b. 4„,++C.- 4-Amor- - 4)Ao1/4.1 ki› 1-) tlektr- Tt,) 2- P0A2-4-1 it,) iv PI)4,c FLus;f4 ttrfotii/u-r 1- 1E, t u iz-e, fiu. f;01,1-763tx) -.0-r-b--/14 ,€1111E P )5/11Ale4R0:11-60 j Fu-r jç lz) t-Af0.4:64444c_ k-,44,7\t-Ave)?1) F 2:14)141°E-1-- lAtelydEt..„ (Pt:Az,. iti4 -1P71"4/77 4)74J I 1>r) TrrA P-;./0 :74 VK31qvr 6 3 " = A-1:21°P&K 61,g, e2h 13 V i 49-4) Y' r.r-?A4 Cot 4A-114 E L.,c)41>)iticji_e,006711 145 -FP-Ey wu 0 V. MY----PEL-ricNo Pop, 5:1;1410 BETIO -1.0 2-•P ugl-w mAcK 6041cYti R7crA) K 6.3—4e‘318 ') X 19 )44 11 35 1k 6A-Y MM F•az,-714 -4)u AL M 3i; 1.6 7D 49 0 , 5tIovt , C).2 EE*- A-704-6-WET -el) RECCIligh I C0/I proleo°�aon s U/t in9 E t -�n9i ✓q peers lo�otlon / �r� N `�Z�10 Client 6 / BUj�r'OF TIC Pb 5-d%,4.0 (1' By pI NG���5�N ♦ bole .. 1 Sheet No. iiii Oci, 5k.,:i Revise(' dote Job No .5p •s 4/iii 1 i stisiss AAuE} s (EYa PAi G a y�,, � E�s / I I / s-s CZ, 1/*1 1111111111111\iiiiiiiir iiiiiiiiiiiiimiiiiiir il e G x is Alo - Jb E Q A p�F o�c,F b Tj D,V 764,4,u-`'�� ' ��4�J b cpu Gu M Ft, 14k1-1 E'L $ ?7u F 'Y4v ' �s ya�TfF F *TN -,,� 0 - ,L----- . S-S rs42u,4, ,,. ,10,4_,, �'/4)E...5 ' iUU g' s- S� G I N P0 lt� c5c:, . e s7.-44,57z-k-i .7z) te ? � .. �o a ,p::l • N S�b��V �Q,1,�.' 25 2�°° 4Q� �- '� I BURN, Ada Ep�q�s. y2-3r_ C.g N 7? Sheet No. Project R06jE s mAcH lAvegy By Effla Location ii.. 6()p �j- (),) 7a IAD Date (l'i,),1,1 SK-c2. Consulting Engineers Job No. Client . 0c,,44._ 1V f'ci 'erij Revised Pbrtlond.Oregon ^� DB. ' N Date ^ / �J I p� PPo l- CLAMP BY Cum IuUN1 nAtok-rik 6.- o1.hTz- PACE I_ u r. 1 12A-e- w/ 'W95 1)1 sc_ BY -5 vQ. r�L-r �v s1 i Lkc Ft �.- �$`l o fN j PAIL 6 E;Low. PkoEL 1✓ ►06-, 01J t PAC- 0 wrov� _5 S`r- abA-�-b IZA-► L. cr 5- 11 JTJ3I.2F1- w 1T>t-I p pe SS 13o!-7 A L I G-1J R..A- to 177-1 V._ t 1" del A-1°_ Ptt/uE 1- r`. DG-E S A�D ID beLK. �,, �rvrJECT- p EL wS-n-i ._ ._ _a weremo _• A-_ CL- P m risvnin tio- DISC A-T- ( 5 f(Nrs H F—&—e x/ X PE._k_ M c)F -av —e -' S 6--1Jl , Et_11,-)E5-. (L) 41)._ S(.REu-)S FP--0 M gyp;&)be F -1 2- ,7oN &) L-1 , I-E h_, 7.- P.o k L.i 1J 5 E c.-r ax- Ac-X TR iusc t_ L.MM ©uT W-IEh-E P 9EL- Z01L'T A-L16-/J c,0 fl 1l 12 of LVA b -V ' PEcK 4-116-1-1 PLUTE' f)Dv1DE o� SET AJA U 1z J ADI> po irL 12PrL oQ Gds0Ecr7 Dti l'i-'/4 x ."K 3 " VEr2T6-Aq- Df12ECTI4 Tr) 7.-Pt.)g_1-1«J. 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Tr nu 5 BY oTH c/Q..s ;I p ON i... f2PcGKIliG— S1 TE �EG7"7D� EXPIRES: 1231 K-�I .GENERAL NOTES DESCRIPTION QTY MODULES TOTAL IN ARRAY 462 MODULES PER STRING 11 STRINGS IN PARALLEL 42 VOLTAGE @ MPP(STC) 393.8 POWER @ MPP(STC) 80850 SUGGESTED INVERTER PVI 82KW PV MODULE NESL SOLARTECH DJ-175 D FLUSH MOUNT NATURAL 9.5 DEGREE TILT -- 4;°!.?" er, ` . Alto, REVISIONS -��- DRAWING NO. DESCRIPTION REVISION DATE N4P1. jr.',.'. 4411,.ii Allir .. --"----____________________ /' / 4 ji ;.'Ir --____...../ _� `' tifi 7---1 ft , . - Aiiit „:„_ _,... sa ! ,, ._ : b � 1 S3LARM 2 N AT14N% .. j .. - MM�A���yWppy 14650 SW 72nd Ave. \� ***� Ituma� Portland,OR 97224 Air -...-- _ ` , I CA11�pp1,1.V�M(�. 503-639-0808 ... mfr' as14 • - - R V DESCRIPTION BY DATE •.• SOLAR NATION CONFIDENTIALITY • THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO *' SOLAR NATION THIS DRAWING IS RECEIVED IN CONFIDENCE AND ITS CONTENTS SHALL NOT BE REPRODUCED.USED,OR liftilft DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN PERMISSION OF SOLAR NATION. DRAWN BY:JM SCALE:NA '_`` ,',, ENGINEER: PA ISSUED DATE: 10-27-09 Mil DRAWING TITLE: 4f / 4 - ROGERS MACHINERY ur�trz 12A-11._.5LIGNEb wl'rtl �c �� PDX BRANCH E'`'�'"'� z-p' '�'s & i-° + O. c_. COMPANY, INC. P00-3EL EDG-e�. lox-,,v ECX �b z- Pv1QJ-l/J5 ` 'Ws-))J t N 6- EAFr-wV-P7 4:1- L.Aw El-0 TE or RertFr D 'G(.. GAUD s PA* !-5 AT Two L-ouaTiexS /tj A.)6- irbcr Pei- h Orio0 Fora")A g.12-..-S . JOB NO CrV L b_LiO v71 T r- URAWINC3 NUMBER EO • GENERAL NOTES DESCRIPTION Qa MODULES TOTAL IN ARRAY 396 MODULES PER STRING 11 • STRINGS IN PARALLEL 36 VOLTAGE @ MPP(STC) 393.8 POWER @ MPP(STC) 69300 SUGGESTED INVERTER PVI 60KW PV MODULE NESL SOLARTECH DJ-175 D 20 DEGREE TILT iimiiiiiiiiiiiViNalcZnatammoropLompo.- L? � S DRAREVISIONS WING NO. DESCRIPTION REVISION DATE �t_ �17. 7174/1/404,..si `'rt a`�� ` `a i` t m xa* �i�: ,,` ���_ e`Ilk amir 1 Ara. _ ��� ~hs _Air 4".4111,40,47 I/ft/ft AllipAr 441, Alltair , ilk Ask.. P4.44,,,g il, • ; �► • .�40 �` 4 _ ~ 1/ NATION -- / 14650 SW 72nd Ave Portland,OR 97224 /--"r11111W �� •• _ - - 503-639-0808 imi 1 lirlir 11/14* Ari. //4Cftft Ilk iii / _ ___ I �` .ft REV DESCRIPTION -�Y • gam. \. _ SOLAR NATION CONFIDENTIALITY- THIS '� ` -- , SOLAR NAT ON.THIS DRAWING IS PROPRIETARY CONFIDENCE '. _ AND ITS CONTENTS SHALL NOT BE REPRODUCED.USED,OR t.�`�i _ DISCLOSED TD ANYONE WITHOUT THE PRIOR WRITTEN EXISlk)& 2-�a1 1 y 4 1` ` . PERMISSION OF SOLAR NATION • 5'-0" D.G. Kt— 54.-- • DRAWN BY JM SCALE NA Gov-A/ LTI Qk) ENGINEER:PA ISSUED DATE: 10-27-09 Ti II- Y �'� - F Y Ei`icCr Z-1"vM-L-I� ,�` ,` x DRAWING TITLE a) FI f~�1- ROGERS MACHINERY WAREHOUSE COMPANY, INC. JOB NO DRAWING NUMBER: El GE�RA sari CRt T g TOTAL IN ARRAS 8 8 MODULE R STRING 27 MODULES PE LLEL STRINGS IN ARi tSTC) 2780 STC) 37800 3EA VOLTAGE MPNVERTER PV113KW( SUGGEsTTED PV MODULE NE SL SOIARTECH Dj-175 D v 4 DEGREE:17 3- --- • fi - - }i t' k. _'*<.'^- yr.>z ..as �.. td•,.z J y`F :r:- v g i .s a i3" �,, s ¢ 4 t A R � �w d r. I 0 5 a03nN 9 '. 4/ ..-4 trilir ain It !An, pT 1pbrt s -6AoR Tu 0 ATE B CRIPTION II RE E O _. ..�.� .`.' - -.., ,T CONr•*INFOR1MTfON RNppINF ENOE P - '�._._..__-_ .... ,.. . _.__..------ TAfNS ENEOUGEO, -_._�_�. -- UMEN WING IS REC USED, .�_�.. THIS DOO THIS MNN-L REPP OR WR SOLAR NATIO�ENTS SM NOTOU7 THE {TTEN 0-1,,tL fj7 5��w D C-* YONR NATION' p1 N J `.ir`—� PIFRMO SIO OFPNS� TN :(1 �� :c::c, 7'�> PRAWN BY.JM t9SUEO OA7E'. 10_21-09 _ r tJ'-' } y �j /�q ENGINEER:PA q 7^� Al' '7' %J `" DRANANG TITLE. 1 � it.) MACHINERY 1.o l.4� V RpGERS INC. COMPANY' jOB t4:1, O �� QvARTERS DRAWINGNUMBEK EZ H � C L