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Plans i , . . • . REOEIVED 'JAN - 5'2010 CITY OF TIGARD BUILDING DIVISION . ., , Project /1111/40,4 lia Egy By -s-sv Sheet No. gigira Consulting Engineers Location Date b N J Client t)t...A10....k3 AcTi 0 tJ Revised o o Portland,Oregon 9,01....e):) --- i YE- i---A YO()T. Date , 1-AICUT V)1- 1-. 1L 1_,..._,L1:1)10 m Akkt .1'E PAID C L T2 ° V. _rt,te: • ..* v!.... kli" -- . , 4 t i 4 i P. . Y. PAM ,.. ... .Atel. -- - /tie'C fberL-Amb ii 134-4-10644 1 r , t .. (14161 7) — . .,.. . - ' ,, ., 00 0 rpctE ,_ , . witEl-loveS toli-1>ikXr — . , EXPAI1/46/criv , (' '3 (14 E-Pvt) 6kOPATE-14S) A ...1.. '0'.:1'..).'' • , p ..=Av 4 I, - 414_ t ,UCrUfk;-S b ...5-;(6-0 al> Fo P.... 2 ...54-eliti /....eq4- . . Tpt p.... KE o tS4.7.--,...1.) ..e.--AY)CA) i _ b i-CArt< M -04 E,5 - 13) ul Li. ) i/06-.5 t) c, 4).0.-r /.....m.u L p/4.-fe.1k T:S.; 4).E-tail( IQ l'-)6- 1-14 E .._2; uti L-I 2-E ma. Exc.g'<e:.) 1)F .e,`,/6-A) 1-6>4-1/A)6- Fe,‘<.. 4.6.b/77 e' *F . e,rt.._13+10„ Piet-s 04 ...c - s- izsm•e) . R,k.. Pc"-g7-LA--101) Et .- 4 orrief-:. )34.1>te, Ex-bostsv /e,--#41/ fE FE Q. TT) (F) bilikrA4N6-€, ,c;fr.... e.:./ryi,0 e; Di:t5;-..t eg A I 64--6e,-r L &4 rek W1410.Z i-t6c.)(AZ p.G.I.,..PE444 V eLY11-,E7& i 1:7 (- #4-T-7 0.71,...) (47r4 14 Et ) —DE6.I CA..) t..)5 NO 6-- WW1) ()purr --Ibile= l$ .1)tizEaU) r Y C-Ili i - 0 1.11 Uri ilfr !ti P•j, ,' : E(. 1 2 . ii. iiim 0 7 ig 1 -es— ir 5 1 . . oci Is' ii. to t I.< 1 1 1 1 1 44,_ 6 • 11111 emasor at • • r D-000 STRUCTURAL AND MISCELLANEOUS STEEL - Butler Building SIZE TYPE One ( I ) 100 ' wide x 440 ' tong x 24 ' nominal cave height Butler Low Rid Frame clearspan building . One ( 1 ) 40 ' wide x 192 ' long x 20 ' nominal cave height Butler Single Slope Wedge Beam building . Close in East endwall and North sidewall of existing Warehouse building expand present w a 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 . SECOrDAF ' STRUCTURAL MF',LT ERS : Purli.ns and wirts where used are "r shaped , precision i c 11 f'(,rz ed the outer , E? flange containing factory punched holes for panel connection:: . They each span and end at one bay thus c7,ivinc7 sinple beam desii;n . Standard mill shapes as shown on attached drawing:s, , The structural steel parts are cieai:ed thoroughly_y and chemically_a.ily ' _•u .,d Y'.. ',,: a phosphoric type cleaner , leaving a fine , tightly adhering , crystalline coat- it ; which 1 s corrosion inhibiting and aids pain ale s_ ,r . The `3');':C'r i5 .. zinc 't. chromate red oxide alkyde formulated to equal or exceed the !.crformance re- quirements of Federal Specification TT-P-636 or TT-P-86 A . . . 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 ;:;u.Jseglit'.nt amendments . ■ 1 NESL SOLAR ■ NESL SOLAR �_ Y4 • Electrical Date Model DJ-160D DJ-165D DJ-170D DJ-175D DJ-1800 Peak Power(+/-3%) Pmax 160 W 165 4`J 170 W 175 VI 180:FJ DJ- 160D Di- 1800 I Rated Voltage Vmp 34.5 V 35.a ! 35.0 V 35.8 V 30.2 V DJ-160D DJ-165D DJ-170D DJ-175D DJ-180D I Rated current Imp 4.64 A 4.61;A 4.78 A 4.69 A a�7 A Open Clcuit'loitage Voc 41.8 V 43.6 V 44.2 V 44.2 V 44.2 V Monocrystalline Photovoltaic Module Short Circuit Current Ise 5.07A 5.08A 5.15A 5,25A 5.36A� Maximum System Voltage IEC,UL 1000V,600V 1000V,600V 1000V,600V 11000V,600V 1000V.6O0V ININIIIINIIIII Temperature Coefficient NOCT 48'Ct2'C Features 11111111111111111 N Power -0_afi67"/o;K • High cell efficiency with quality silicon material for long term output 1N1111N1/1111,1 i 4 h j Voc •0.345%/K stability and reliability itnt 1II11l1111II•Id I Ise; 0.1055°.!a'u • Rigorous quality control to meet highest international standards • High transmittance low iron tempered glass with enhanced stiffness 11IIMIN11I11111 I STC:Irrandiance 1000W/rn, Module temperature 25`C, AM=1.5 and impact resistance 111�N1�1111M11 • Unique frame design with high mechanical strength tor easy installation Mechanical Data IV Curve • Advanced encapsulation material with multiplayer sheet lamination to 1111N11111111111 i Solar Cells Monocrystalline siilicon solar cells 125mm'125mm 8 provide efficient protection from the severest environmental conditions 1111111111111 I NO.of cells 72 112`6; • Outstanding electrical performance under high temperature and low i irradiance conditions N �IL��C i Demension 15£;1mm'809mm•40mm(52.2"31.9"1.6'} a ,err nc I'1111i'1111111�"` ��• Weight 15.5 Kg,3d.d Ibs 0 4 a • v Applications 111111111111111111 "" PacJng 644 Pcs4Oft Container ( 3 2 •Any large or small on-grid or off-grid solar power stations N11111NN11111 r 2 S!! Sr 1 s�i1 Operating Conditions u• Commercal and industrial building rooftop systems a s is is :o 25 30 35 40 s so� -40°C o '85C♦ Residential roof-top systems Operating Temperature vonayetvi •• •«NI,t •Any commercial or industrial ground mount systems A. l Impact Resistance Diameter of 2amm with impact speed of8Bkn h .""'�'.....2,dependence On enerdeted and cneduie nicederOure. • Other industrial or commercial applications TUV C US Quality and Warranty Warranty and Certifications !EC ` Warranty 20 years limited power warranty • Peak power of single module Is guaranteed in±3%power tolerance Q 5 years limited product warranty • Average power of modules in single order is guaranteed not less Certifications TUV(IEC 61215 IEC 61730).UL(U1_17033 Class C Ire 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 r - • — ======------ 0. • • • • • • • • • ■ MI OM MI NI======MI S i w��=s===��ri� IIIII u. =Norl�li�MMM�wl� '� .. \ , • • • . • ♦ • • • • .4 'l ,•.. , • • • t MOM=l=MIMO alaalawawaw ill rr %;.`i�, •• .' ..•`�1l ■--'�-■■■--■ II IIIll 62.2" Hop:liwww.nesl.cn Http:/lwww.nest.cn mommomourom Add:5A,8 XiHu Road,WuJin High-Tech Industrial Zone, Add:SA,8 XiHu Road,WuJin High-Tech Industrial Zone, - . ;_ - • Changzhou.Jiangsu,P.R.or China Changzhou,Jiangsu,P.R.of China • . • Project pzogrE. By :lib Sheet No Consulting Engineers Location Date LI client .:.5;6 1.4k41, Om1w Revised Job No. Portland,Oregon ; ttc.1-7..4414,;) E AA-0644 Date 5.1A1 ga,r- I:3E404 DEr 4)F- '41. EX( 774k.:,- Xr-,-VA-45, T) 240 01'4 e S-1-0 " P. 61,1 P (;?.) IA" Aewts .7174Za,7) ''564/4"( 14: (21/1/ 4q11 e'"". AKE. f 6.16c t ECk iIJAT Li 1-> ( 7- UPI-1 tof x s Ion Ii (a) 41-1-buMfeLE W4n." 2‘4' 177 /./,) - 35/4 > esY‹ ( ) 01:446-- teeltivi vc 77070 ofc, PA-10e.L er/tiAJEc•T- @ 4J - 4[71,0›1/06,- 61540446 TV 1. (g-,1 evi-E----; 147)41> L) I Fo 06k,f Ly - w4k3c.:1_ Y1it A ---- 3 1.ct° K(.2)-1" 7 6 pt ç - V) I k r s. IL - c..6,777-4.1:-Actys 4/444) VA i_o 641--.7 E. „an 4-6.14C0 Ut-T7/LA. 4-Tr I-0AI) rif, eL 4LE G6 u (F.. .‹. ) D. C 1/L) S-5! I Clamps; 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 VL71P44Z Autwotw Toll Free:888-825-3432-Distributor Loci In-Deutsch '� ® WHERE TO (Search_ I Go MnT � Series Soo 22 ga Steel 59 231016 VD 77016 BUY S-5!TM 5511 Grobgekoernt <. - _ _J Advanced Search Mini 'meet (SNIP/ imm alum 115 gotb C 3140 The Right Way! S-S-S MIN Interlock Roofing Snap Lock 1' .027 alum 115 773 0 CID 258 lb Home About Us Clamps Snow Retention Downloads Press ColorGard®Calculator 5511 g,mm MiN KME TECU 25mm DFSS LPN 115 1000 ib 0 334 lb Mini TECU-Zinn 25mm 0 7mm IntrOdUCtlon Load Test Results(Normal to Seam) S-5-E DFSS Copper 7t5 119216 D a6416 Applications/Uses This page shows our current list of Load Test Results.Scroll down the page to 55 U Knudson Building review all the results.You can also filter test results by Manufacturer.Choose from Mni Systems x-20 24 pa steel n s ,as7 lb VD acs lb S-51 TM Clamps the Manufacturers menu to display the desired load test results. S-5•U Laura Star-Roar, MN BV Artlock 24 ga Steel 115 17701b VD 590 lb VersaaracketT. Manufacturer SSU Byre star-Roof, Spenlouk 22 ge Steel 150 2378 lb VD 793 lb CorruBracket"" AI— Mira S-5-PV Kit Units: ,S,SAE Metric I Safety Factor: 3 ( Reset Test Results ) Mni MBCI Ba9enLokHS 24gaSteel 115 1770 lb CD 590 lb Load Test Results Model Panel Panel�� Thickness Screw Ultimate Failure Allowade N�� Mitt MBG Double-Lok 22 ga Steel 150 1998 lb CO 686 lb Manufacturer Material (ndNbs) (IDs) Mode (IDs) Load Results Orientation 5-5-U 5-541 A&S Buldirin k6N MBCI Double-Lek 24 ga Steel 115 1567 lb 00 55616 Parallel Load Test DuraSeal Seam 24 ga Steel 115 1667 lb VD 556 b Mini Systems L P Normal Load Results 5-5-11 A 8 S Building MpN MBCI Lokseam 24 ga Steel 115 1063 lb 0 355 lb . Installation Mini Systems L P DuraSeal Seam 24 ga Steel 115 1368 b 0 455 0 FAQs Mm S AEP span Des. Span HP 22 mini ll MBCI Supenok 22 ga Steel 150 2378 lb GO 793 lb G1 ga sled 150 1425 b NOD 47516 S-SS AEP Span Design Span HP 24 Mni MI8C1 Ultra-Dek 22 ga Steal 150 2376 0 dJD 792 lb Mini ga sled 115 948 lb NOD 3181b Design Your SSS MWU MBCI Ultra-Oak 24 ga Steel 115 13681b 0 456 ID AEP Span Snap Seam 22 ga steel 150 139810 0 488 lb ColorGarde Project MIN - .--. $try$ s-s- Me �oy Metal Master-Lok 90 22 ga Steel 150 2376 lb CID 792 b Mni • See How Easy 5•51 Mini ASP Span Snap Seam 24 ga steel 115 1043 lb D 348 lb , IS to Install! 5-5-u McElroy Metal Master-lok 90 24 ga Steel 115 13681b D 4581b AEP Span Span Lok HP 22 Mni Mills Met ga steel 150 309216 D 1031 Ile 4 Mini How Strong is 5517 SSU 5-5-,Z Merchant d Zip Rib 22 ga steel 115 18531b AISICM 6181b Load Test Results µhl AEP Span Span Lok HP 24 ga steel 115 2545 lb CID 849 lb 4 Mini Erans S5-u 5-5'U Mesa) Oeuble-Lok 24 ga Steel 115 1687 lb CAD 5581b Mel AEP Span Span Seam 22 ga sleet 150 2783 lb CID 928 lb Mm SSU AEP Span Span Seam 24 M el Metal Sales Vertical Seam 22 ga sled 150 1420 b 0 474 ID Mni ga steel 115 2367 b D 7891b S-6-U NCl/Midwest 216 24 a Steel 115 1770 0 VD 590 0 SSE Falzona125mm 0.7mn Mni MetaIc g Mini Akan/Novel's DFSS Alum 115 875 lb C!D 29210 5511 Allech 5-5-U NM/Midwest Weather Roo/II 24 ga Steel 115 1368 D D 45816 Mini Metalr�c Mil Fabrimthn.Inc Sec rerldk 22 ga Steel 150 2378 0 CID 793 lb 5541 NV/Midwest - 511 Medr Tech-Seam 24 Sled 115 1770 b DO 58010 Mini Metallic weather Roof III 22 ga Steel 150 1376 b VD 79216 5 Mini Fabrieaton,Inc 55-E New Teal 541 Architectural Ultra Seam US200S .040 Alum 115 158316 CID 52810 3 Mni Machinery 150(DBE) .032 Alum 115 1132 GD 37810 5 Mid Metal Products 5-5-U Architectural 5-5-E Alen Tech SS 150(DBF) 22 ga Steel 150 2341 lb B/C 781 lb Mini Metal Products Ultra Seam US200S 22 ga Steel 150 23891b VD 7971b 3 Mni Machinery S-SE New Tech SS 150(DBF) 24 a Steel 115 19901b AVIS 6841b 5-5-U Archilectural MIN Machinery g MN Metal Products UIDe Seam U5200S 24 ga Steel 115 2251 lb D 751 b 3 5511 New Tech SS 210A(Double .032 Alum 115 980 lb GO 327 lb 5541 ArUaectural AM51751-Jla' Mini Macdnery Fold) Mint Metal Specialties. Snap•LOck .032 Alum 115 %7 b OD 323 b SS-U New Tech SS 210A(Double 24 ga 31.1 115 2297 lb 00 74310 Mani Moclinary FCW) Architectural S3U AMS175 1.374' $$U New Tech Mini (Metal Speclalliea, Snap-Lock 22 98 Steel 150 203816 C1D 680 lb Mnl Machinery S5 450 SL 24 ga Steel 115 6491b 0 217 lb S-5-t1 New Tech SS 675 Snap Lock S-5-U Architectural Snap-L5 1-3/4' Mel Machinery 1-3/4 24 ga Steel 115 1457 b CID 48810 Mini Metal Specialties, Snap-Lock 24 ga Steel 115 1457 b GD 4861b Inc. SSU New Tech SS 675 Snap Lock 032 plum 115 %716 CID 32316 S-SU Arceeece'rel AMS200 Y Mini Machinery 1-3/4' Mini Metre Seecie'ree Mechanical Lock 040 Alum 115 1563 b CID 528 lb 3 55-U New Tech $S 675 Snap Lode Inc. Mini Machinery 1•Y4' 22 ga Steel ISO 2038 b GD 68010 Architecturdf SS-ll Metal SpecyR'ss, 5200 2' 22 pa Steel 150 238916 CID 79716 3 M w NU Ray Series 1000 24 ga Steel 115 67916 D 227 lb Mini Inc. Mechanical Lock • Architectural I S NU Ray Series 1000 26 ga Steel 115 428 lb 0 1431b S. -ll Meter Speciarties, AM5200 2' 24 ga Steel 115 2251 Ile D 751 b 3 Mme . MiN Inc. Mechanical Look 5-5-U NU-TECH •• Mini Machine Sure Lock 11 1-314 24 ga steal 115 145710 010 48616 SSU Architectural Ulaseam US 2005 l/ Metal Specialties, 2'Mechanical Lock .040 Alum 115 15831b GD 52815 3 5-511 Petersen • Mini Inc. 90 degree Mini Aluminum Titeloc 24 ga Steel 115 7770 b GO 59016 5-5-U Architectural Ultraseam US 200S S•5-U Petersen Tits-Lac Plus 22 ga Steel 150 23781b GD 7931b Mini Metal Specialties. 2'Mecanical Lock 22 ga Steel 150 23891b VD 797 0 3 Mini Aluminum Inc. 90 degree I 1.11.,-u..,,•..••n c ........r..1.........IG..Ae., 1run1 ._O, • 11 II 1 r"nnnn 1..1x..-71..,..,.., .- c ..............1,.1.....-,.-r---a,- . 1nn1 „r I,/1 1 r4/r4nrs . , . • . , . Sheet No Project t • e_itfo?___H4.e iLl itij Epd.)/ By EM Consulting Engineers Location Date Job No Client Revised Poritand,Oregon Pio eimikm-H Date efA74.... A_j.__,_____. ._._ ._.___ -- (6 c, e- ‘1 le›. c. Li BkfiLHQ 1 iS li -- (e Pc,rir e4,0 pett)(-1,.. tv r It'.HT-. f)/Q.b V th (: ID 1)( "T"2 f 2,011E: i PAI.. UP/ Frog Itit..y eipt.m.,)r. 47- 77, Ra,q.14,4 4 t_)(,... -sTlIct E. ' efewt) r crle>0:5 T-t) z... p.i.1 A35, - -rtzus, A 4 ID Tr:4 014b1-1 Pr) 17) 1-AL- 1 &A1 z .4;E) IL? — LW ISTP- PcooD 6,43A-c !Ty ,r- 4,4A) 16 V e' k — 6.670,t)c e.:ri 60 -rt> z- Po AL I #0 .. (a) 4 1..)_. ... ci 0.rtx) A Alaw A-k LE UP1.1 FY r Is6 117A-ciaz4,0 72511-1 At.LtitAJA-BLE : 2- Is‘ to : 31, 6 ' ' oK, evaA) ‘40 '/3 Wm) imote-4 E. Øv ikii, uP \STP-o-r- Pi mb 0- 6 r--t).9 0. 6- MAY w ( ) *1-2- ..‹,e knosr:, 0. E:Ac ii Z- P 0 ALI IL) ....0 pi P-AC OSA L$ : i = s ' -Flat r- 6.7, 72 : ay t a6 " ALUM, 6/DS --1-4 S r: :-- 3.5 ks; ab p14' _S,e- 0 . 351 in! 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Y.2 ,3 f.q")/1y4 z 3,'1 5-C p. 3m y = R i(_) t6i.c. .. 31f I I, ---> /q "y/ goo- ©k 131 J■ E'774" ) CLA'M4g. ; t = D.1I" t w4>Y0 a Illy; M - 34 4b >f t>.706 A : 2 ti 16 r i-t, b 4''' 4 r o.CCtea 00 (P--+ , PAIOV L-.. 6/1, / 1 ' U'/ ---\ 1111” / r- ALT . . . . cE ultra-dek® ERECTION SEQUENCE _,,,,,01.7: I STEP - 6 CI IP iNSTALLATiON 44, Before installing the first clip, clamp the male side of the panel to the side of the back-up ___1,z, „k rt a plate with a pair of Vise-Grip® locking pliers. '`, , This will help maintain panel module at the 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. 111111111111111116k �� 24" FASTENER REQUIREMENTS ..-,- , ;r,! Purlins - Fastener #1 '-"� 4 m;`� Joists - Fastener #6 (Two fasteners per clip) •�� ( p p) s-�,. a.� .ter , . _ CAUTION .4001 0 ,IIIII 1! "'"°Vr �/ For IA X30 Roofs, see page UD-5 for special y � requirements, CAUTION //,,,�11 I) a l•'S� / The 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 z`r. • �� must be used. • Position the clip over the male leg of the panel as • `. 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. ,..) • 111 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 • . • • cl ultra—lIu® GENERAL INFORMATION PRODUCT CHECKLIST Fastener #1 • Clip to purlin with up to Fastener #1E • Panel to eave plate, 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 NNW • Mid-Slope Fixed Plate to • Endlap • • Light Transmitting panel , {IIIMOVR trim 1/4"-14 x 11/4" Long Life Driller 1/4"-14 x 1" Driller 5/16" Hex Washer Head with sealing washer 16 'ex 'vas er 'ea. wit 5s" O. D. washer ❑ (Long life exterior fastener) ❑ Fastener #1 F • Clip to Purlin with over Fastener #2A • Use in place of 4" insulation thickness Fasteners #1 E and #4 at all stripouts ril NOMMUM : Nig* 17 x 1" Type AB Long Life 1/4"-14 x 11/2" Driller 5/16" Hex Washer Head with sealing washer 5/6" 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 Or niti1C1111111 tint/ 1/4"-14 x 7/8" Lap Tek Long Life Self Driller 5A6" Hex Washer Head with sealing washer 1/4"-14 x 11/4" Shoulder Tek 2 (Long life exterior fastener) ❑ 5/16" 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 11 11t1ti111ti111tt1111ara. 1�IItiIClllll111t111 11t.` 12-24 x 11/4" Tek 4.5 1/4"-20 x 11/4" Shoulder Tek 4 5/16" Hex Washer Head with 5/a" O.D. washer U 5/16" Hex Washer Head, no washer ❑ JUNE 1, 2006 SUBJECT TO CHANGE WITHOUT NOTICE UD-15 RR 25095 [ TABLE 1-ALLOWABLE NOMINAL TENSION STRENGTHS, Pt„ FOR DRIL-FLEX AND KWIK-FLEX FASTENERS' 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 0.150 132 167 211 478 420 , - - - - - 255 - - 12-14 3 0.187 132 176 237 559 687 966 - - - - 313 762 -- F1/4-14 3 0.210 133 229 650 755 1306 - - - 177 - 334 808 - • Stlf drill 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, Ps, FOR DRIL-FLEX AND KWIK-FLEX FASTENERS1 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" ).2 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 1/4-14 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-tap4 - - - - - - 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" al Inspect by noting raised 11N11111111111k .circle around "flag" logo on top of head. al f • FIGURE 1 -TYPICAL LABEL f , . , , II _A.., UNISTRUT . 1%" Channel P1000 Wt/100 Ft:190 Lbs (283 kg/100 m) Allowable Moment 5,080 In-Lbs (570 Nam) 12 Gauge Nominal Thickness .105" (2.7mm) .-1 5/6"-0.-! +41.3 ; 3/43,I- . - .....3s„ 9.5- -in--m.- .�9.5 9/32" 7.1 E 1-, , _ I '` Channel Finishes: PL, GR, HG, PG; T : ::: 23.3 . Standard Lengths: 1 WI 41.3 1 1 18.0 2 COLUMN LOADING - P1000 BEAM LOADING - P1000 Maximum Max Dell. 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 48 850 0.22 850 760 510 60 2,290 5,890 4,660 3,600 2,940 1.60 680 ( 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 40 192 210 3.57 60 50 NR MATERIAL 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 P1001T, are welded 3" (76 mm) maximum on center. -.r STEEL: PLAIN I r b,ae)2. tK 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 --J C-, Material: Aluminum Alloy, 6105—T6 Finish: Mill Finish C Area: 0.670 C 11- Perimeter: 15.169 C ...1- Centroid:Bounding Box: X:—0.387, 0.363 r I. Ici Y:—1.309, 1.191 J Centroid: 0 000 11.000) Moments of Inertia: llriNCIMI Y:0.044 } Product of Inertia: —x.•08 �. r/. Radii of Gyration: X:0.829, Y:0.256 2.500 4- Principle moments and X,Y directions I: 0.044 along 0.0181, 1.000 T about centroid: J: 0.460 along 1.000, 0.0181] d BOLT }'2 DI SLOT T O•LIeO ,4" 0 / B 0.750— W hfornatln proN id herein Is confidential and tery and tr ttv rake prape�-q of W .c. Reproduction ar dtrtrbuPon without eritten ps,,.s n tr!trodden ud ell - cvW it.copyright MWpee:rrt Levier Ili lam mlaRaQ. •OROR/E dRE M KM MO >ne aope w s lPRy PRA U fM4t r o+ra r e e lgLLlW/E1: O=Lean o a' PM* TITLE a"" "/`dl"'t.01 Solar Mount LOD 'R""" SHUR MATERIALm Standard Rail A /IS/07 6105—T5 Mass Properties A APPROVED XX/XX/XX FINISH'Aluminum DRAWING NO.' El 0001 'A Qn r-D _ Mill _ xx,'xx/XX �✓ Finish SHT' B SCALE' —_— SHEET' 1 of. 1 4 3 + 2 1 1 „,'; - ii I j . L 3 + 2 H REVISIONS D REV' DESCRIPTION A Original Release; DATE APPROVED 01/27/09 NS 9 • • ----- 1,412 3 Material: Aluminum Alloy, 6105--T6 Finish: Mill Finish Area: 0.3481 Perimeter: 4.9355 Bounding Box; • •• 9 X:—0.7062, 0.7061 Y:—.2557, 0.3838 Centroid: (0,000, 0000) Q 2 I Cl Moments of Inertia: X:0.0136, Y:0.0532 0.640 Product of Inertia: XY: 0.0000 " Radii of Gyration: X:0.1978, 1:0.3909 Principle moments and X,Y directions 1: 0.0136 along [1.000, 0.0000] about centroid: J: 0.0532 along [0.0000, 1.0000] 1 B 1 B All Inf c.arm bon P' .d Pro-min • con to rttY( v+•preprtitary .,,d b tt• Ibproductbn m drtri.ttt u-.fthUSt a than p�rwYas6e, solo P•'o9'.i•ty of mrr tt}uy°fit 1Nrtpn,.,,j ud.rr US.la.. �+ frWiden v+d .l1 Ta 1RAQ= 0 A1412 }1137 •OVCROISto/o�,� TITLE. ,A1/111 o � Solari Mount A DRAK ANDREATTA MATERIAL, Mid Clamp APPROVED 01/27/09 6105—T5 Mass Properties Aluminum XX/XX/XX FINISH, DRAWING Na., Mill E20001 A X /xx/xx 63,/ Finish SHT• B 'SCALE' ___ SHEET' 1 of 1 4 1 3 ,. 2 11 1 1 4 • 3 2 1 REVISIONS REV. DESCRIPTION DATE A Original Release; APPROVED 01/27/09 NS ! D € 1 O J125 in i i i CC Material: Aluminum Alloy, 6105-T6 co CD Finish: Y� Area: Mill Finish Perimeter 0.4166 6.0368 i Bounding Box: X:—0.7703, 0.4358 CD Y:—1.1057, 0.7243 I 1.830 Centroid: (0,000, 0.000) ! Moments of Inertia: X:0.0866, Y:0.0614 Product of Inertia: XY: —0.0538 Radii of Gyration: X:0.4559, Y:0.3838 ! 0.1 PO in Principle moments and X,Y directions I: 0.0188 along L0.6211, —0.7837] I about centroid: J: 0.1292 along L0.7837, 0.6211] •1.206 B B t or-r i .„,.k4d Mrah 6c mn let=.land the tale P�•ogrrly of l/imt bP,^ad�ctbi a- d�-O-b.rtfon akMVt �nP�"fe `^d awn and any matl°Y!' cxprrtht t under U.L Las. r fix Ul[SS 01T�gam@ r'��r�-7 •!7[ 16 ME M!R)6 NO 1 1 WRY FICIR A FMK �./W � rnf mow.a»Mt •ralEmmB: r � n •;••• ma A a rwi vt, TITLE' • ;� Solar Mount �` ANDREATTA MATERIAL' K End Clamp APPROVED 01/27/09 6105—T5 Mass Properties n Aluminum DRAWING NO.I '�J /i RELEASED / / FINISH' Mill `LOOO� A L xX/xx/xx 6V Finish SHT' B SCALE _l— SHEET' I of 2 I 1 i .a I 1 . . . . . . . . Protect P-06-0t5 MAO I Prigy BY Sheet No Location Date 1 5 • Consulting Engineers Job No. Client Revised Portiond,Oregon ( coAP-EI-feuE Date IP-IZI:511-1 : 40" 1 Rit-koEL 1 PnAll-A-rr 1.-Ayouri- - Sot-lop/xi— t); P. c.1.--/-y to 2-4=t,R.i..._i 4.).5 t3a,k-cai e_. s- 1.. c)-i 1.,. ..e . T-RUS AEA- ..: ç 'X i POO()V I- 1,-f-W 04 = x. i It 6 3•DA:vi •= 13 64 4 .),5 .-1-4 r-711,70- ic7-1-U4:41 --Hen-WY kit9CiF' eer:a---VOrier7c,k) 15 ; - UE.- (.50 SP 142- t'--.-ig-51 0_ _ , oe- sr ik). P.ger-ievo 5)0E7 "Tr" eL.Ya Tot: -1..)( I ,2- c4( tj 0 1 IZA-r-- aP‘'t f?e,10 — 141 -1- 'M•PI Al2-E• 0 . Wii riOS.PV-070A,) v4> .,4-1-1/t e 1..21)ritivioi ,4k- .17>x E)P-Aite-44 — CPEe-i< 111:r- 1....e-• 6-- I 5/ty I_ : c.2.7" x 4 ot (70-) = v 1 " Cbg 136T1-1 NEc.r .-> , _-. LE(., 5,77;kt.rr : 1,.. .,7- g:2-41g hf p ..,- 13C) It (Fiez-rvk 41:41( zilAicie-6( , ... _,... .... *) - i-E-6- rvge ! A . O.11141 xi a r -; 0 . 7/6-2 •,,_ aeo I-T rikul": TV 1M ' gei -ee, = Or 3 1C4i et ce, .: of , •S ki V 0 K. 13ei-T ; at, & VC rerk A s gc WI P44-6. 40r-A-ZI-5 -11 t-T 1 3 i . 2 I 1 _______` • REVISIONS REV BY I, DESCRIPTION DATE I A NS ORIGINAL RELEASE APPROVED 06/01/04 XXX D 1 D 1 i Areal 0.5149 Perimeter: 10.5085 Bounding boxy X' -2.2252 -- -0.8125 .6002 Yi -0.8125 -- 0 Centrold� Xi -1.3712 Y1 0.0000 Moments of Inertial Xi 0.2132 C Y1 1.1693 Product of inertias XY1 0.0000 ft Radii of gyrations X110.6435 j C Y1 1.5070 Principal moments and X-Y directions about centroldi • 1I 0.2013 along [0.0000 1.00007 J1 0.2132 along C-1.0000 0.0000] 4 B B OWN DAM N. SCHUIT B/o1/04 U • y 1 s � u>W Oft,SE I �� 426411 OSCN Q 11�K.SIC. � - UNLESS (TiliExRE I SPECIFIED: CHES A XXXXXXXXXXXXX A o tNUETC�oHS N NC}{E$AND APPLY PR3OR TO FINISH. URE XXXXXXXXXXXX I c o 9 z/FCE TEXT YAC1{ SURF. ROl1CHt1ES9 U TOLERANCES Ott 0 ANGLES:° mss:}t °0 section propertys, tilt legs L4 I SIZE C !REVISION A `SCALE ,{y SHEET 1 OF 1 3 2 �°l'''') 1 4 3 2 REVISIONS ----_- — REV BY DESCRlPT1ON A NS ORIGINAL RELEASE DATE APPROVED B NS BOUNDING BOX ERROR C0RREC1ED 02/01/04 XXX , 02/07/0B XXX D D C Area 1 0.4884 1 Perimeter: 14.0387 C Bounding box: X: -0,9100 -- 0,9100 Y: -0.9100 -- 0.9100 Centrold: X: 0,0000 Y: 0,0000 -► Moments of Inertial X: 0.2498 Y: 0.2498 f Product of inertia: XY: 0.0000 Radii of gyration: Xl 0.7152 y: 0,7152 Principal moments and X-Y directions about centroid: B I: 0.2498 along [0.3728 0,9279] J: 0,2499 along C-0,9279 0.3728] B Dot N. SCHUft � %15:4, ' 08/01/04 A u�rQ°r°,� �orc,se CHiK RA� Note 605 stab try PTgtE 603226411 A DSCN HTTP AYMIl11l�C c01/ 3 zw2 SAL'.C w UNLESS OTHERWISE SPECIFIED: V �/�/�/V�/�/�(�/�/ A o C61E1�lONS ARE IN INCHES AND X X X X X X X X X X X X X APPLY PRIOR TO FINISH_ o SURFACE 1DTURE: XXXXXXXXXXXX -°-- o tv WCH. SURF. ROUGHFCSS a TOLERANCES ON: a ANGLES: 3 0 CAD fl I ° DE to secuon uon propertys, tilt legs o 4 3 I SQE C IREVISIGN B I SCALE nts I SHEET 1 OF 1 1 I C ()pp���� /f !p Sheet No Project fG.t6,, -K" /wet //orgy� y gY Location Date firmanConstating Engineers --- -- — --- --- Job No. Client Revised Portland,Oregon L y /� (e V (. .J Date "r1 L�� -®' 4 a- 5 AIUE.L AWARY,5 /A C- 1-Amor Praov t UAJ -` -- 17, 2- PLA-.44 ..4,/.44/444-4„.. U Y do p -r 1 .‹,-yore:/t4 I e9 ' t -P>,a ) Pt))5,4tiAig itto Su'r c- 4 t b L E 7a I., -?ps6- 'C.'_ 1>Q1, . ..°'tx4 r e, (2,) 0-t> 00>cr WEL. i/A- 77,974-.) 6-0 I Dr) TT?{ all-)6:774 31 6 3 ,et " P ex r 44-' . ' pi E- . 4 Po)FL tfr.,v&174 = b " OV I p—EC17 G Y �'� l L O�$�i�t3G /L ,u67H /5 4=7P-EV(c ) usJ vsr° t .. a�. y $A Erit) 2—?Vg...1,0 — •V 44'171.., -V Eg s R ..T7 ) (31-x 6.3 e "Ya.6 311 )x t o 144 ql LI 35 fb Y '-.0" M A ov Eak FALerni 2 PJ ALI ) M= � ,� 36 I� 71) - - 0 ,44 sc • Ivt. S�N� r of n ( Ea- rr gt , AIY,20,z :„ , r4.1 . .- .‘,.. , ..„, RE ' '' - ; ' . . ureiLt.) JAN - 6 ZO1O CITY OF TIGARD BUILDING DIVISION Project 7 n n— � ivt/{ f I .r,f` By .31> Sheet No IMI Consulting Engineers location 1 ti i 6co v,...) 7 Z 1.}-0, Date II 1I2/b SK-. A Client snieQ� 1 1A �-r°+7 f Revised JobNo - Portland.Oregon �R�``J�K�1/�`t'��' L P.b>( '�tk Date JD.1 soi-.64€__ p U l,..s l ry .Lrit: —I 411 (--- I . lil � 111517j I I N S-S CLk1 A-T (E) sr blA &- I I I Nr0�s cis s i I I �1G Leiv� i3E–�4,r� PkNELS I S r DES B F 1 TN SE-4-MS I 1 I I P�HU E L-S. I 1 II ® ■ • I I ___ I I uo -T REFER rD sci-Ag. J b wi,Vt� 1,4d2114-)_. PI- Ko F ��Y o�-r c� 5'L.AQ PANELS, UP. Plkk) Fe?* tAY N T AT EN-E cbl.31:, l-r1 Ded 1 SP-.A.K 'F F o'E M-M /tot ArDD FL/J E tJU1, ' G V J . 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STA-N DD F F e_,,,c5 ru E4_77 eau oc-G v P-S AT ALL � w 2-P?ALINS Il)T AsecT►NG- PAIL IrFzbVE. lam. 5 �BPE fir ',vr 2. sREFER Tp S oLA N1kiio�) DR. ul006 5 Fog, �_ 04 GON o L R.. PAW E- y , 3. w 7.4-P r I NG- t oo F A--n • s�'t. 5,�o°° PLO �rT �luE oN5 �,,J BUP�� 5y D EAS. ,I i EXPIRES: 12-31- al J 1 SK-a FLUSH MWuNT P N�i.5 idNacnoAJ Project RD / 1�I/1 ! /,.,06c6/4 ( 1 � c td y By -r-� Sheet No MIN Location /1.4 6OO 5a,) 7a ps, - Date 1(�jalC� K--3 AIConsulting Engineers Client . /......?erg_AM---77 Revised Job No. Portland.Oregon ^ D61�� V" �t E- H C t mil— Date oll L.-g2acc.i r 6Y U1J1 k. 60-1\1) „ c,-1- TD R-I t_ 11 1-1” .--G- W l-n-1 \J/I vly ' i PA/J5-1-��>� vP P-A-11- 1 TyP. UN RAC Sat-A-km BOUT 1 L L I-Dt,L)- �l LE �_ S b -b Ur-1L, `I"1 LT L.E66 TV /41#1 Z- RLIk)S 1 ,E-l--.D CI.), 'l s 0 1_,4-1?... rAt.)E,L '( '-o" v.c, MAx) , 0° bib._ /(ot 0774 Ek5) Re©F DEUC 6-,41-V IZEt) 57AWbi)5Gr REF. 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(g1' e,71-1Ek5) MA4JuF1cx-ukfRiS I GALvi IzE12 013) -1-12_07- 6-o I b El--10 E s •-r Pl000 oQ St rt!LA-1Z 6' �IJ 1,�L TILT-- LEGS 4�NT Ta 51" baF}�5 c 5 ' b,C, Mk, RoTkT ., 5 rsIID� -t; t 5 T) VIJ 1 C. iik CPE ) Ebb et KJ-1 E�,r ItiS`n4�-1.--Arilo�-) UIJ1 RAC L- 6Q./�CKET ID STi 1Jop-FS l�l 5 L)PPI--En e.Arr gm>. kuD soLap._ M& U PT p4,,texi A.)G- E- I P eADMJEcT T $iJbAR.t I L. , . w I Ir}-1 ' "i/S SS -T € P r wii -j . 'g"e , .,_ _ _ _ _____ _ ___ , ii___ __ .-4=- 3/stf' j� roLT c-cyc�IUEC.17 A.)ar I ' RoD F ..., ST-121JT YD L- 6PJ4CKET A- 1:11 FLk zvw FL T I -r/P. 1-PAN L R�A� S ELT76,cJ GAMY, STddJDo F F C� y S o 0.c. w/ (.14 12 S 4264)J5 In 2-PvP2 1 AJ TIP REr $E 77cAJ X-X &*J SK-a Fc' MORE 6rZ PA1) 'L ' (tit F 4`� ok.A 3l. 9 (t5y aatCias) ' 7Y/z7 UlfIPAC. TILT" t,Er,Sr RE-FER 1-D !NS'�s-/-4->473 e� 1.-O"' o M Ali Su PP'LE MgAPr acs DyckI-IAuG •y-yD Sol&RM Do NT S w A I41L, () R- FELL ►)IA11-1. EE E12 To InuA-nox) silr13-1... ►tEti7 Ao S F a A- /1-101Z.E !ill FoFZ.M alt W, (---•iimarlik— — /Z------- ■•tsrefr.---S Cs/t-01. U N 5112-0T P I OO O 8R 51 M 1 L � . P141'?-- I) ID �Ar7zr-j c1Jf Ar Eau l? A- ;DUE, QErz PAS EL w 1 D11-0 �—Z-�u pi.'>v, -r ■ -PAA5E l_ Akk.Ay SEc.-no/ NOTES s I . RI E2 TD st;L- iukTID'�U a-wl,J6-5 . 4� D P fl Off Fmz Pi lJ - i_4YouT , 4'.i/®.e* 2. WATF-k?kcar►N6- AT' /Zoo F 5 1 P E ; ir P E._T7LAcTino5 By oTH EA.3 ti so ON o �'�,._,./' 25,1-- _ e. V d� J. Bl1 \ 12A\ GK 11� G- Sy�T�/�I 6E G7"1 D� EtcPIRES: 12-31- 1 ,e, 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 *Al, A FLUSH MOUNT NATURAL 9.5 DEGREE TILT- Z r f K 5 x x -t— / '4.::,IT:'Ai''' *',4f4.trt:"44nr.4.' `4,":'..41111p*--- --`-`-- REVISIONS SCRIPTION REVISION DATE "1, 47 ....1/ j ^ ' /. ® SSA allertats / 1 t tfil J , a' l ' •itiwArte / gil , . • SZIRM ., .._ `�I�I ' mit NATION •41r.. 14650 SW 72nd Ave. y� . ,I ee ITT - Portland OR 97224 �^ �.. �ja �7t n,'. 503.639-0808 • • `` �• _► REV- - DESCRIPTION BY DATE ` `• SOLAR NATION CONFIDENTIALITY �� `••• THIS DOCUMENT HIS DRAWING INFORMATION PROPRIETARY CONFIDE C TO ' SOLAR NATION.THIS DRAWING IS RECEIVED IN CONFIDENCE ' AND ITS CONTENTS SHALL NOT BE REPRODUCED,USED,OR .DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN - PERMISSION OF SOLAR NATION. ` ft�� DRAWN BY:JM SCALE:NA �,.. ' ENGINEER: PA ISSUED DATE: 10-27-09 ter;; - ,````` DRAWING TITLE: ROGERS MACHINERY v,..)) - 1L.5 ALdGU6b wITN 501. �4 PDX BRANCH E,ugnN4- z-Fo ley-WS & 61-a' COMPANY, INC. �Ipc/J 6l.. FAG-S. N Ec r 2.- P0/2.1-t/J5 ' ?to/J W 1 A 6- EA*T-w T- 47 1-v• cLJ TE o'C giorrF 1 V X.. C- Ecx PA I.5 kr Two L- c&1-i bP S /t1-ON 6- (CD6-5 PEA- Nt+d))FatXVAt.(t's JOB NO 6-Q t be.4-I./J 96, TYP , DRAWING NUMBER: EO GENERAL NOTES DESCRIPTION DIY MODULES TOTAL IN ARRAY 396 MODULES PER STRING 11 STRINGS IN PARALLEL 36 VOLTAGE @ MPP(STC) 393.8 POWER Q MPP(STC) 69300 SUGGESTED INVERTER PVI60KW PV MODULE NESL SOLARTECH DJ-175 D 20 DEGREE TILT ilio- ciiiiiiimiamoosifricom , - 41111."IIIIIIIIIIIIIIIIMPIPI' �� REVISIONS Aditir/716.111...: -- DRAWING NO pESCRIPTIDN REVISION DATE AI/ .7 r.,iiir aft ___ 4 Amitor. 411111 Mir Set/R._ aft imir 4111:111(11111r4111r -......047 . Aker IMP S .- ' • './. /Arliv ftair 411110 : /iiiic. -' ,:: , 1 S" NATION 41114 4111 41117 -""rillivis,___ 14650 SW 72nd Ave. Air 41111411, err , Portland,503639-080824 -� REV DESCRIPTION BY DATE SOLAR NATION CONFIDENTIALITY ' THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SOLAR NATION.THIS DRAWING IS RECEIVED IN CONFIDENCE ���a `� '� AND ITS CONTENTS SHALL NOT BE REPRODUCED,USED,OR �'��`` . DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN �X15T 1,`6- -1 q Ip, ,) p PERMISSION OF SOLAR NATION. /� jJ'�O^M,,r✓.t-�T�rtv/J-+,SN� 3} IIINJIPr-- ft DRAWN BY:JM SCALE:NA cek C,(J�I}��� EL- a3 `�_= -,`^.�^* `�..,,,_ ENGINEER:PA ISSUED DATE 10-27-09 1 T`^a 5EL "+ `' DRAWING TITLE: Ti r GT Z—PsQ t I� .- 1..o - 7e - 6 W PI ESL,b ROGERS MACHINERY WAREHOUSE COMPANY, INC. JOB NO DRAWING NUMBER: . El ERAS ES GE Ip ION TOTAL IN ARRAY 816 MODULES STRING 27 MODULES PER LLEL 286.4 STRWGS'6_41`"APp(STC) 37800 VOLTAGE N1PP(STC�ER PV13►CN1(3EP' pO N R @ ED�NVER SUGGE 175 D P2\12.11.phODULE NESL SOLARTECFI D3 • • • • 4 DEGREE TILT � 1 T �EYI�� -TM TAO N N A ry A:4650 S OR 97224 • PoN101-6 9 0808• • l�. ATE DEC_'_ R -.� l-� 1PROIu ENE ZV . ?�f .AiTaid- ,Y42, i�.; - sz- - -. ' .. 4 t - UMNGOISTAINS N IS • D IN D, ED,OR G 5 • - . c/.�r w p�. SAOS.A�N ON OATSO� WTHUOR �ER L f PERM S O OF SOLAR NAT_ RL.%N/ • A,-ci • DRAWN BY•JM • ATE' 10 26K- l -�'`� 4 n-1 - ENGINEER:pA 17 r� T 4TLE'./3 5 ►W RS wWE1,-0 � RCG INC•C�MJ00 NO.ARTERS DWING NUMB � HE