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T , • .• .. •. • • • • .. . . . . • • •. • • • • • • • • • •.. ••. •. •• •• • • • ••• • • •• • •• • • STRUCTURAL CALCULATIONS••New Solar Panels of gaof': • • • • • • . . • . . • • ••• • ••• • ••• ••. • • •• •. . . . . . • •. •..• .. . . • • . . • " UluPROJECT: 'Pac Star Building 15055 SW Sequoia Parkway AUG 5 2015 Portland, OR BUILD UF�j�AkC1 1NCDSION for Synchro Solar LLC 1339 SE 8th Ave. Suite B Portland, OR 97214 TUR, ,�p,�cruR 5 %‘.1) PRQF , ,. � y' G�NFF so � 4,483. James G. Pierson, Inc. -o ORECON E 40c R GO' EXPIRES, 6-30-F1 James G. Pierson, Inc. Consulting Structural Engineers 610 S.W.ALDER SUITE 918 PORTLAND,OR. 97205 (503)226-1286 FAX 226-3130 July 31, 2015 .. • • • • .. IS .. • . . • • • • •• .. • • • • . .• •. .. • . . • • • • • • •. •. • •• .. . • • • • • • ••• • •; ••; ••• •• •HA STAR BUILDING•.: 1, • •• •• •• • • • • •• • • •• • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• a Task: Check Wind Loading and connections for Sq!4r genets On Roof •: :• • • • • • • . • • • • • • • • • • • • • ••• •• ••• •• • ••• ••• • • •• •• • • • • ••• ••• •• • • _A n ❑ ❑ — I ❑ INVERTER ❑ ❑ ° ❑ Area of Wor ❑ 'r 0i ° ❑ ° ❑ \ �� I ❑ J o a 1 ❑ p ❑ SOLNETRIC ❑ `ELEC. PANEL 0 0 0 0 ❑ ❑ ❑ ❑ ❑ 0 0 0 0 ❑ El ❑ _ ° �i i. — 1 1 T— Plan View of Partial Roof w/Panel Locations CONTINUOUS SUPPORT RAIL AND MAMMON L FOOT•Y NAB. MAMDACTURER • (UIUAC) P. REFER TO DRAWING 6 FOR REAR ARRAY 96• ELEVATION,TYR 6 Ze TAT LEG ATTACHMENT RR DPIIRAC) ROOF MOUNT,FLASHING, `45• ' 6'POSE A L FOOT.MAX. (q ROOFING SPACING 72'0.C_ ? y EXIST.ROOF N/J� SHEATHING 1 „s. • MIN.(7)1/4'0 X 4'SS LAG . SCREW PER EACH ATTACHMENT,TYP • EXIST.6 5/I•X UN sir GLIILAM BEAM O 16 O.C.TYP, EXIST.3 1/2'X 16 1/2' r CLU1A11 BRM1•I'DG,TYR 1. ATTACHMENT DETAIL Seal.:61% James G. Pierson, Inc. p°'"` ' Pac Star Building L°°� Consulting Structural Engineers 15055 SW Sequoia Parkway, Portland,OR 6/22/2015 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Synchro Solar 1 •. • • • • •• •• •• • .•• •• • •• •• • • • • • • • • Elevated=Scttar Pah&&s td De IEakf dat as open monosloped roofs(wind hits both top and bottom faces Etkanels).• • • • • • • L L V a ••: :• •flSL i 0.1%• • O.SL 0.5L •• • • • • • • • • • • C • • •• ••C„s • • • ►g •Wind• • 4 •.4„. • � Caw Wind Dirxho `: �� Direction h 8 . .. 180° 7e`0` 0 7 // /////////////// // /////////////// WIND LOADING (ASCE7-10) WIND LOADING(ASCE7-10) In accordance with ASCE7-10 incorporating Errata No. 1 and Errata No.2 Using the directional design method Tedds calculation version 2.0.15 Building data Type of roof Monoslope free Length of building b=26.33 ft Width of building d= 5.50 ft Height to eaves H= 19.00 ft Pitch of roof ao=30.0 deg Mean height h= 20.59 ft Wind flow Clear General wind load requirements Basic wind speed V= 120.0 mph Risk category II Velocity pressure exponent coeff(Table 26.6-1) Kd=0.85 Exposure category(c1.26.7.3) B Enclosure classification(c1.26.10) Open buildings Internal pressure coef+ve(Table 26.11-1) GC0 =0.00 Internal pressure coef—ve(Table 26.11-1) GCP;_n=0.00 Gust effect factor Gr=0.85 Topography Topography factor not significant Kn=1.0 Velocity pressure Velocity pressure coefficient(T.27.3-1) KZ=0.62 Velocity pressure q,=0.00256 x KZ x Kzt x Kd x V2 x 1 psf/mph2= 19.6 psf Peak velocity pressure for Internal pressure Peak velocity pressure—internal(as roof press.) qi= 19.57 psf lob no, James G. Pierson, Inc. Project Pac Star Building Consulting Structural Engineers Location Date 15055 SW Sequoia Parkway,Portland,OR k 6/22/2015 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Synchro Solar 2 • • • • • • • • •• • • • • • • ••• • • •• • • • •Pressures and forces • ... ••• •• • • •• • • • . • • • • . . • • • • p=qn x G x C Net pressure rl • . . • •• Net force F.=p x Are Roof load case 1-Wind 0-Loadcase A • • • ... • •• • • •• • • •• • • •• • • • • • • •• Ref. Ext pressure Peak velocity • • • • . • • Net e'su+e• •Area • . Net force • Zone height coefficient pressure P(Psi • •def(ftl "IFW(Rips) (ft) cm qh(psf) 1 (+ve) 20.59 -1.80 19.57 -29, ..• • 83.61 •• •• -2.50 • • • • • 2(+ve) 20.59 -1.80 19.57 -29.$5 : :..8 1: :.• • 2.50 Total vertical net force FW,0=-4.34 kips •• ••• • • Total horizontal net force Fw,h= 2.50 kips Roof load case 2-Wind 0-Loadcase B Ref. Ext pressure Peak velocity Net pressure Area Net force Zone height coefficient pressure (ft) cm qn(psf) P(Pe) Are((ftz) F.(kips) 1 (+ve) 20.59 -2.50 19.57 -41.60 83.61 -3.48 2(+ve) 20.59 -0.50 19.57 -8.32 83.61 -0.70 Total vertical net force FW,0=-3.61 kips Total horizontal net force FW,h= 2.09 kips • Roof load case 3-Wind 90-Loadcase A Ref. Ext pressure Peak velocity Net pressure Area Net force Zone height coefficient pressure z (ft) cr, 1:111(psf) P(Psf) Arer(ft ) F.(kips) 1 (+ve) 20.59 -0.80 19.57 -13.31 130.75 -1.74 2(+ve) 20.59 -0.60 19.57 -9.98 36.47 -0.36 Total vertical net force FW,,,=-1.82 kips Total horizontal net force FW,h= 0.00 kips Roof load case 4-Wind 90-Loadcase B Ref. Ext pressure Peak velocity Net pressure Area Net force Zone height coefficient pressure z (ft) cN qn(psf) P(Psf) Arer(ft) F,,,(kips) 1 (+ve) 20.59 0.80 19.57 13.31 130.75 1.74 2(+ve) 20.59 0.50 19.57 8.32 36.47 0.30 Total vertical net force FW,,,= 1.77 kips Total horizontal net force Fw,h= 0.00 kips Project James G. Pierson, Inc. Job no. Pac Star Building Consulting Structural Engineers Location Date SW Sequoia Parkway, Portland, OR Date 6/22/2015 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Synchro Solar 3 S. • • • • •• •• .. • • • • • • • • • • • . . • . , • • • • • • •• ••• •• • • •gAtf 1 ti •••• Wind itretti*l,/s 0° , Wind Direction,7'180' Angle Case Clear Wind Flow I Obstructed Wind Flow Clear Wind Flow 'Ob acted Wind Flow) r c"''��jj cm. Caro, Cm, , CHI. Cia cm,/ cm Oa•: I.A. • . 1.2. •1 .0.3 :: -0.5 -1.2 1 2 0.3 -0.5 -1.2 • • : • •• •• •• • • • • •• • • • • • • • • • • • • • • U7=(0.6*DL+0.6*.Windup)*1/2=-60.384 plf up •.. yConta ••• • • • • • • • • • • • • • • • • • • • • • •• Try Snap N Rack 100 Series • • ••. ••• • • •• ••• S. • Check Rails for design loads • • •• • • •• •• •• •• •• • • • • • • • • • • • • • • • • • • • L=4 ft span of rails • • ... • • •• M=1/8*U4 L2= 1962.830 lb in • V■=U4*L/2 •= 163.569 Ibs down each side of support '•• '•• • • •• •• • • • SP6= 0.2in3 • • ••• ••• •• • • • • • •.. • • fb=M/SP6= 9814.148 psi Fb=21000 psi 6005A-T51 fb/Fb=0.467 <1.0-okay • Use Snap N Rack 100 Series Connections to structure: cou, Snap N Rack Flashed Feet Loral . Uplift on connections Rim=-U7*L=241.535 lbs up at supports Try 5/16"dia.lag bolts Tanow=266 lbs per inch embedment Rip/Tau°W= 0.908 inches embedment required into 2x framing Use 5/16"diameter x 3"long lag bolts at each PV Mount Project Job no. James G. Pierson, Inc. Pac Star Building Location Structural Engineers "`°° Date 15055 SW Sequoia Parkway, Portland, OR 6/22/2015 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Shea no. Synchro Solar 5 n •• • • • • •• , • •• 1 • • • • • • •••• ••• •' • i I M•l- , • • • • •N•• _i -- i , ••, •• • • .•„,, i 1^ I •! ii- r-' • • i * _ i ( I i : it• : I • -� • it , i_to _ 1 iclir.3 •• • • • f ' I _ } I T_ tttH ■! I I f _ I. ._a -- .Z.tk w. H t, ' ' 1 t 5 ' ise or t ..�_... I—_` ___ _._. ..-...__._._... _. ---{II_. _.-._ –-- i i — y i —_ I -_`- ! ____E (:, 6 If' r • .;I.E1111111 4. 0 C r4. ;I l I I - I �I l . i . i _ — I , 1 , 5_�6, _._. i -a ) I ... 4 kff I I L I i '_;._.-. _..... — --..1- 1. ___ - — P2.k.G , \A 34i " 1', 'r"--1:1 g k - A { TAPAS I Se �R�4 —I , L.ik/-1111 t 1 4.t- : ill i i l .... r-- I ; i I i ■ ! ! ....f, 1, 3 • , 1 lel 14'41 Sib• ' bk el .4------1---- •• 0 1(4-.1 ! I f i }--T l i I , - ^ -- 1 i I II 1 ' - Prole Job no. James G. Pierson, Inc. (.,c I.r — Consulting Structural Engineers Location Date r/zz/1 5 320 S.W.Stark,Suite 535 Portland,Oregon 97204 Tel: (503) 226-1286 Fax: (503) 226-3130 Client Sheet no. SVIA,C r So'w"f r , ' • • •• • • • • • •• . • • • • • • • • • • • Peder Golberg,PE,SE Title: • • • ••• • • • • • •J56# James G. Pierson,INc. Dsgnr:••. • '• Da :;4:53Ply: ?•2 JUN 15 Descrildtio?r: • • • •• 610 SW Alder#918 - Portland, OR 97205 Scope 503-226-1286 www.jgpierson.com •'. ••'• •.• •••• ••• ••• Rev: 580004 • • •• • ■ •• •• • • •• User:KW-0601615,Ver 5.8.0,1-Dec-2003 Genera! Timber Behr i • • •• • • • Page 1 (c)1983-2003 ENERCALC Engineering Software • • ••• • .. -., %Aro solar.ecw:Pac Star Description 2x6 w/solar ••. ••.• • • •• •. • • General information Code Ref:1997/2001 NDS,2000/2003 ItiC,2013 NfIP 5iIl item w bles are user deflnedI Section Name 2x6 Center Span 8.00 ft Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir-Larch,No.2 Fb Base Allow 900.0 psi Load Dur.Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi Full Length Uniform Loads Center DL 30.00#/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads 1 Dead Load 490.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 2.200 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK I Span=8.00ft,Beam Width=1.500in x Depth=5.5in,Ends are Pin-Pin 1 Max Stress Ratio 0.997 : 1 Maximum Moment 1.o k-ft Maximum Shear* 1.5 0.7 k Allowable 1.0 k-ft Allowable 1.7 k 1 Max.Positive Moment 0.97 k-ft at 2.208 ft Shear: @ Left 0.48 k Max.Negative Moment 0.00 k-ft at 8.000 ft @ Right 0.25 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.430 in Max.M allow 0.98 Reactions... @ Right 0.000 in fb 1,542.83 psi fv 83.97 psi Left DL 0.48 k Max 0.48 k Fb 1,547.33 psi Fv 207.00 psi Right DL 0.25 k Max 0.25 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.286 in -0.286 in Deflection 0.000 in 0.000 in ...Location 3.680 ft 3.680 ft ...Length/Defl 0.0 0.0 ...Length/Deft 335.1 335.10 Right Cantilever... Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.430 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in .• • • • • •• •• •• • • • • • • • • • • • • • . • • • • • • Peeler 601 er•q,PEI SE Title: Job# fares di. PIe�st n,NNc. Dsgnr: Date: 4:53PM, 22 JUN 15 • 610 SW Alder#918 Description Portland, OR 97205 Scope: - ••• • .504426-42U oww.jgpierson.com Rev: 580004 •• • • • • • • •• • • - User.KW-0601615 Ver'.18.0,1-De2043 • ' ' • : General Timber Beam Page 1 . (c)1983-2003 elf Rail�nginee li oftta e• •.• •.' synchro solar.ecw:Pac Star Description 2x6 w/solar at 4 ft •• •• • • ••• •••• _ • • • -. p • • • • • • General lnfor tromp ••• ••• • Ctlde Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined r Section Name 2x6 Center Span 8.00 ft Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir-Larch,No.2 Fb Base Allow 900.0 psi Load Dur.Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi Full Length Uniform Loads ' Center DL 30.00#/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 328.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 4.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span=8.00ft,Beam Width=1.500in x Depth=5.5in,Ends are Pin-Pin Max Stress Ratio 0919 : 1 Maximum Moment 0.9 k-ft Maximum Shear* 1.5 0.4 k Allowable 1.0 k-ft Allowable 1.7 k Max.Positive Moment 0.90 k-ft at 4.000 ft Shear: @ Left 0.28 k Max.Negative Moment 0.00 k-ft at 8.000 ft @ Right 0.28 k I Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in I Max @ Right Support 0.00 k-ft @ Center 0.397 in Max.M allow 0.98 @ Right 0.000 in Reactions... ft) 1,421.75 psi fv 49.19 psi Left DL 0.28 k Max 0.28 k Fb 1,547.33 psi Fv 207.00 psi Right DL 0.28 k Max 0.28 k Deflections 1 Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.265 in -0.265 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft 0.0 0.0 ...Length/Defl 362.6 362.57 Right Cantilever... Camber(using 1.5*D.L.Defi)... Deflection 0.000 in 0.000 in @ Center 0.397 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in- n 4 1 I is •• •• •• • • • •• ..__ r___ • i___ . ._1_. T • -i•-416 Sro Drift pm' u��eo gritlfir d dui �� i •e t -� �___ I _ ', i I t1C -I _-. ....-_. • I• •j • • • • • .f d r Ira d I s a •II i ,,t fa Zr "'i! .I 3 , _ - M td ; • , • ' _ f. _. _ i 1 i i • • i••• ••I • '• • • • V r , ' • • .. _ r P , t 1 t d� Gig s IA S � I $V,�dh .;S 3315` / 5 11r = 47 t?[6., _ _} _ ...,r4 1_416.______,N jrC_Iolistt' ,C *VI , 4 It ; at oVfeit' 'AN . C.ekulM► 11 a ;: , I . i J NN %ill - j ' T -r 4 - '4.0, �. _ t 1 -1-- . igag01111 . . _., , r i - t I � t •P 2jt.,_ 4 , . , I 411 4-4 , --1 1-- 41-__r H , I-- i_ :3 14 4. 11.1/14 tlfr4Lt f I t H. i i ___ h_ i — +-- - —+: - -T,— — - f___ _ _:._ i_ — i ° 1 M i ---- - - il%i S1-- 4411 I 1 Or • ff',4!.V1 . lae 44. twilit ! 20'et liA ,, 4J , iii:t i - 1 Ilat - 1 Wir-1— I-- 4- 1- ---; 1,„... .9,RI_ A I t 1 , , 1 j 1 , i -I. -I *2t t(ZA li if 61., : 1014 rt 1_ 11.4 i _I, itt4e,-90..! , : . ' 1 . : Project Job no. James G. Pierson, Inc. Ph c stv Location Date Consulting Structural Engineers ?�1/15 320 S.W.Stark,Suite 535 Portland,Oregon 97204 ,mot Sheet no. Tel: (503) 226-1286 Fax: (503) 226-3130 „ tal{r • - ... . . v. I , ... i .... . .._... .. . , : . I I r I • i * ii I ■ • lb i • i• •1 •• •• •• 6 I , I : • • • t• • • • • • •• oi • • i . 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I 1 i —--- - —;-- .--- i II [ ,_ I--- A s -e 11• ta i _ 1 . , _i i i t , , 1 I 1 \NI t 1 1 1 , nit% 4 I Sa 5 4, __ 1-----1--- -,- --+ . , f 0 , ______...... ...... , • , ( - ( 21) , A ; 3.41.4 dcm, I ! ! t i „--- _±.. i 11:41uk!_tdiord I I I —I-- I I. , ' 1 .___ ift.ti _.. . ____ !‘ ; 0 sivm ! ate poll_ I I I • I I I : 1 .• - - : I _ ; _ I ; , ; 4---- -I .4_______ _. . -I 25 il.r I L ii., , p.k( 0 IS c ! , c a S N i I . — ] !i- t . .......i._ j I I : ; I , I , . . – _..... . . . _ t .............____ I • MI — 1 t i J ! 1 i _____1...__ _.__ --1 1 I - /•• I ,——-- - I ! -i- 1.- i .., 1 —._ __ i ..._ I1 i i ■ 1 I 1-1 -11--- -i------L-' 1---— I ---/ __. - ----- I ! i I 1 I 1. I : I i I i i I I 1 i I i , I —I I • Project Job no. James G. Pierson, Inc. v),1 L Datek ) Consulting Structural Engineers Location 1 1 (11 320 S.W.Stark,Suite 535 Portland,Oregon 97204 mem Tel: (503)226-1286 Fax: (503) 226-3130 Sheet no.1.))21 --- t , • S. •• •• • • • • • • • • • • • •• •• • • • • • SNOW LOADING (ASCE7-10) • • • • ••• •• • • • . • • • • . • Tedds c Iculatlon version 1.0.05 Building details • • • • •Roof type Monopitch . ••• • • • • •. • . •• • • • •• • • •. . • • •• Width of roof b = 150.00 ft • • ••• • ••• • Slope of roof 1 a = 1.00 deg Ground snow load •.. ••• • • •• •• Ground snow load pg = 10.00 Ib/ft2 • . • • ••• ••• . • Density of snow y = min(0.13 x p9/ lft;+ 141p(ft3' 41t ftt .4.149/ft3 Terrain type B Exposure condition(Table 7-2) Fully exposed Exposure factor(Table 7-2) Ce = 0.90 Thermal condition (Table 7-3) All Thermal factor(Table 7-3) Ct= 1.00 Importance category(Table 1-1) II Importance factor(Table 7-4) la= 1.00 Min snow load for low slope roofs(Sect 7.3.4) pl_min= Is x p,= 10.00 Ib/ft2 Rain on snow surcharge (Sect 7.10) pf_sur= 5.00 Ib/ft2 Flat roof snow load (Sect 7.3) pl= 0.7 x Ce x C1 x Is x pg+ pf_sur= 11.30 Ib/ft2 Unbalanced flat roof snow load (Sect 7.3) pf unbar= max(0.7 x Ce x Ct x Is x ps, p1_min) = 10.00 lb/ft2 Warm roof slope factor(C1<= 1.0) Roof surface type Non slippery Ventilation Ventilated Thermal resistance (R-value) R = 30.00 °F h ft2/Btu Roof slope factor Fig 7-2a (solid line) Cs= 1.00 Monoslope Sloped roof snow load (C1.7.4) ps= max(Cs x pf, pf_m1n) = 11.30 Ib/ft2 Roof projection drifts Max height of obstruction hobs= max(h, obs, h2_obs)=4.00 ft Width of obstruction bobs= 26.00 ft Distance from LHS eaves b,_obs= 75.00 ft Distance from RHS eaves bz obs= 49.00 ft Balanced snow load height hb= pi x Cs I y = 0.74 ft Height from balance load to top of projection hc_obs= hobs- hb= 3.26 ft Length of lower roof II_obs= max(b1_obs, bz_obs) = 75.00 ft Drift height windward drift hd__obs= 0.75 x (0.43.x (max(20 ft, !Lobs)x 1ft2)1 x (p9 / 11b/ft2 + 10)174 - 1.5ft)= 1.75 ft Drift height hc_obs = min(hd_i_obs, hobs- hb) = 1.75 ft Drift width Wd_obs = min(4 x hd_I_obs, 8 x(hobs- hb))= 7.00 ft Drift surcharge load PS LOOS = hd_cbs x y = 26.79 lb/ft2 Pro)cci fob no James G. Pierson, Inc. _ Location D.. Consulting Structural Engineers 7/1/2015 610 S.W.Alder,Suite 918 Portland,Oregon 97205 l lk"1 Sheet nu. Tel:(503)226-1286 Fax:(503)226-3130 1 • • • • • •• •• •• • • • • FederEdo/bed,f2Ei SE Title: Job# • • • • slaves I. Pierson,;lNc. Dsgnr: Date: 2:28PM, 1 JUL 15 • •• 610 SW Alder#918 Description Portland, OR 97205 Scope: • ••; ;• .•.5031226-V86 a ww jgpierson.com Rev: 580004 •• • • . • -.•_.-ti- -•. • • - ----- -- - - ----_ -- User:KW-060tG15 Ver 8 0,1-De-2 3 ; • •. •• •. General Timber Beam Page 1 II • (c)1983-2003�I€tCA4 Enginee n� oftr aj • • synchro solar.ecw:Calculations _ Description 2x6 w/solar and snow drift •• •• • • ••• ••• . • • • • • • • • • • • • • -•'ti •- ---•- • • General Info`rrmtiiolrlr ••• •••; ; Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined ' Section Name 112x8 Center Span 8.00 ft Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir-Larch,No.2 Fb Base Allow 900.0 psi Load Dur.Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi Full Length Uniform Loads Center DL 30.00#/ft LL 22.60 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left #/ft LL @ Left 53.60 4/ft Start Loc 2.200 ft DL @ Right 4/ft LL @ Right 5.00 #/ft End Loc 8.000 ft Point Loads Dead Load 180.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 2.200 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary I Beam Design OK I Span=8.00ft,Beam Width=1.500in x Depth=5.5in,Ends are Pin-Pin Max Stress Ratio 0892 : 1 Maximum Moment 0.9 k-ft Maximum Shear* 1.5 0.6 k Allowable 1.0 k-ft Allowable 1.7 k Max.Positive Moment 0.87 k-ft at 3.424 ft Shear: @ Left 0.42 k I Max.Negative Moment -0.00 k-ft at 8.000 ft @ Right 0.35 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.236 in I Max.M allow 0.98 @ Right 0.000 in Reactions... fb 1,380.87 psi fv 71.99 psi Left DL 0.25 k Max 0.42 k Fb 1,547.33 psi Fv 207.00 psi Right DL 0.17 k Max 0.35 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.158 in -0.298 in Deflection 0.000 in 0.000 in ...Location 3.808 ft 3.904 ft ...Length/Defl 0.0 0.0 ...Length/Defl 609.3 322.16 Right Cantilever... Camber(using 1.5*D.L.Dell)... Deflection 0.000 in 0.000 in @ Center 0.236 in ...Length/Defl 0.0 0.0 _ @ Left 0.000 in @ Right 0.000 in • • , • •• •• •• • • • • •• ••• ••• ••• ••• • • •• • • Peder Golberg, PE, SE Title: • • •• •• • • • • • ..10b# James G. Pierson, INc. Dsgnr:;'; : : :•• Da,:V:28PI r :JUL 15 Description:• • • • • •• 610 SW Alder#918 . Portland, OR 97205 Scope: 503-226-1286 wwjwgpierson.com ••• .'. •• ••• .._ •••• Rev: 580004 • • •• • • •• •• • • •••• User: 3 2003 615,Ver 5.8.0,in Dec-2003 General Timber Be Ark : : • • • • • Page 2 (c)7983-2003 ENERCALC Engineering Software • '•• .•- • •• • syn8hroSolar.ecw:Calculations Description 2x6 w/solar and snow drift ••• ••• • • •• •• • • ••• • • ••• • • Stress Caics • •• •• • •• •• •• • ••Bending Analysis Ck 31.887 Le 0.000 ft Sxx 7.563 in3 Area 8.250 in2 Cf 1.300 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 0.87 k-ft 6.75 in3 1,547.33 psi @ Left Support 0.00 k-ft 0.00 in3 1,547.33 psi @ Right Support 0.00 k-ft 0.00 in3 1,547.33 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.59 k 0.49 k Area Required 2.869 in2 2.352 in2 Fv:Allowable 207.00 psi 207.00 psi Bearing @ Supports Max.Left Reaction 0.42 k Bearing Length Req'd • 0.448 in Max.Right Reaction 0.35 k Bearing Length Req'd 0.375 in _Query Values ' M, V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 ft 0.00 k-ft 0.42 k 0.0000 in @ Right Cant. Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch&Diagram 53. 11lZZ4411.frirl 1 ia ; i. __. Mtnaz=0.9k-ft I 1 : ' ' ., ', r I 1 - ��RmsDmax=-0.298m - EMI I =0.4k Rmex=D.4k i �_M Vll•OI t=0.dk Vmaz n=0.4k � I 1 i I a _ _ __1 -.,•111 1 1 1 i 1111. Nos midi 'ME Ewa . 11110111 �•�.. Ali._ . • •. • • • • •• •• •• . , • • •• • •• • • • • • • • • • .'eder©olbeiq,1PE SE Title: Job#•dames t . Pierson,:iNc. Dsgnr: Date: 4:53PM, 22 JUN 15 • 610 SW Alder#918 Description Portland, OR 97205 Scope: ••; ;• ••.5034226-1.%36 .riww.jgpierson.com i Rev: 580004 •• • • • • • • 6.- • • . User.(c)1983-2003 1G15 Ver 8.0,1-D et-213 • • • • •• General Timber Beam Page 1 L(c)1983-2003 eNZRC44 Vnginee ofty( ei. • • synchro solar.ecw:Pac Star Description 2.5 x 18 glb w/o solar •. •. • • ••• ••• , • • . • • . • • • • General Infometior i•• • ••• • Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined ' Section Name 2.5x18.0 Center Span 24.50 ft Lu 0.00 ft Beam Width 2.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft Lu 0.00 ft Member Type GluLam Douglas Fir,24F-V4 Fb Base Allow 2,000.0 psi Load Dur.Factor 1.150 Fv Allow 240.0 psi Beam End Fixity Pin-Pin Fc Allow 650.0 psi E 1,800.0 ksi Full Length Uniform Loads Center DL 120.00#/ft LL 200.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span=24.50ft,Beam Width=2.500in x Depth=18.in,Ends are Pin-Pin Max Stress Ratio 0928 : 1 Maximum Moment 24.0 k-ft Maximum Shear* 1.5 5.2 k Allowable 25.9 k-ft Allowable 12.4 k Max.Positive Moment 24.01 k-ft at 12.250 ft Shear: @ Left 3.92 k Max.Negative Moment 0.00 k-ft at 24.500 ft @ Right 3.92 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.667 in Max.M allow 25.87 @ Right 0.000 in Reactions... fb 2,134.22 psi fv 114.99 psi Left DL 1.47 k Max 3.92 k Fb 2,300.00 psi Fv 276.00 psi Right DL 1.47 k Max 3.92 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.445 in -1.186 in Deflection 0.000 in 0.000 in ...Location 12.250 ft 12.250 ft ...Length/Defl 0.0 0.0 ...Length/Deft 661.0 247.86 Right Cantilever... Camber(using 1.5'D.L.Deft)... Deflection 0.000 in 0.000 in @ Center 0.667 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 22.688 Le 0.000 ft Sxx 135.000 in3 Area 45.000 in2 Cv 1.000 Rb 0.000 CI 3919.998 Max Moment Sxx Read Allowable fb @ Center 24.01 k-ft 125.27 in3 2,300.00 psi @ Left Support 0.00 k-ft 0.00 in3 2,300.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,300.00 psi . Shear Analysis @ Left Support @ Right Support Design Shear 5.17 k 5.17 k Area Required 18.748 in2 18.748 in2 Fv:Allowable 276.00 psi 276.00 psi Bearing @ Supports Max.Left Reaction 3.92 k Bearing Length Req'd 2.412 in Max. Right Reaction 3.92 k Bearing Length Req'd 2.412 in 4. , • S. •• .. • • • • •• Peder Golberg, PE, SE Title: . . .. .. • • . • ' •J0b# Ds nr:.• ' ' " Da T:•4:53PM: 2+L JUN 15 James G. Pierson, lNc. g • � � . Descriptiofr:• • • • • •• 610 SW Alder#918 . Portland, OR 97205 Scope: 503-226-1286 www.jgplerson.com •'• •' • •.•• •• ,•••f Rev: 580004 _ - ------ _-- --- • • •. • • •• •• •• •• •• User:KW-0601615,Ver 5.8.0,1-Dec-2003 General Timber Beir • : •• ' • ' • Page 1 (c)1983-2003 ENERCALC Engineering Software • :•' ••• • • •_ �yndhro solar.ecw:Pac Star Description 2.5 x 18 glb w/solar . •.. •.. • • .. •. • • • . . • • • • • General Information Code Ref: 1997/2001 NDS,2000/2003 lBC,2053 NFPA 5;00:Bese al _uwbles are user defined II Section Name 2.5x18.0 Center Span 24.50 ft Lu 0.00 ft Beam Width 2.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft Lu 0.00 ft Member Type GluLam Douglas Fir,24F-V4 Fb Base Allow 2,000.0 psi Load Dur. Factor 1.150 Fv Allow 240.0 psi Beam End Fixity Pin-Pin Fc Allow 650.0 psi E 1,800.0 ksi LFull Length Uniform Loads Center DL 135.00#/ft LL 200.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span=24.50ft, Beam Width=2.500in x Depth= 18.in, Ends are Pin-Pin Max Stress Ratio 0971 : 1 Maximum Moment 25.1 k-ft Maximum Shear* 1.5 5.4 k Allowable 25.9 k-ft Allowable 12.4 k Max. Positive Moment 25.14 k-ft at 12.250 ft Shear: @ Left 4.10 k Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 4.10 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.751 in Max.M allow 25.87 Reactions... @ Right 0.000 in fb 2,234.26 psi fv 120.38 psi Left DL 1.65 k Max 4.10 k Fb 2,300.00 psi Fv 276.00 psi Right DL 1.65 k Max 4.10 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.500 in -1.242 in Deflection 0.000 in 0.000 in ...Location 12.250 ft 12.250 ft ...Length/Defl 0.0 0.0 ...Length/Defl 587.5 236.76 Right Cantilever... Camber(using 1.5*D.L.Dell)... Deflection 0.000 in 0.000 in ©Center 0.751 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 22.688 Le 0.000 ft Sxx 135.000 in3 Area 45.000 in2 Cv 1.000 Rb 0.000 CI 4103.748 Max Moment Sxx Read Allowable fb ©Center 25.14 k-ft 131.14 in3 2,300.00 psi @ Left Support 0.00 k-ft 0.00 in3 2,300.00 psi . @ Right Support 0.00 k-ft 0.00 in3 2,300.00 psi Shear Analysis @ Left Support ©Right Support . Design Shear 5.42 k 5.42 k Area Required 19.627 in2 19.627 in2 Fv:Allowable 276.00 psi 276.00 psi Bearing @ Supports Max.Left Reaction 4.10 k Bearing Length Req'd 2.525 in Max.Right Reaction 4.10 k Bearing Length Req'd 2.525 in • •• • •• • • • • • • • • • • • • • • • • • •• ••w • •• •• • 5 M • •• •• •• •• •• • • • • • • • .....rir • • • . • • • • • • • • •• •• • •• • •• • • •• ••.t •• •• • •• • • • • • • • • .+ • • • •• • xt iir �. a.. iii.'`VI • • •• •• d - ,,WR,.. " .. '01.- la-''4. ., tic. , {.y i,a ,,.i- ,>w r' ', o ,�Y `t �' -�s-, p F s , ' , ,qr > '. , A �4 ' r , " � �a ■ . ,,'a r, r r d g i f rT � Yr P i s e7mY �n j' r. ^n ea a '1 t S,'a v Yt,� + g 1 ti e y. S r � � p Y+ gy-.'-'4i- "' @'� Ffi tl „,,-„,,„„:.,-_.„.4.,,..,:._-;t i � 2 �t rF,f j' r-s., ` ,,,,,4 .zi „Y.T4 {.i.45?; ^ -g yt i , ti _f '' cS q^ txx r i rk 2 �a '4tvd 3u S k _ THE WORLD'S ONLY SECURE POWER SUPPLY 3 � � r 1 Intertek -..0 t•-•:-_;_.----e•k-A-tazAcUwifteirklir 'ticiiikilgAiNtAlieWamtbilillei Cerrhlied Innovative Powerful Flexible •UL 1741 and 16998 compliant •Secure Power Supply provides •97.2%maximum efficiency •Two MPP trackers provide •Integrated MCI meets the require- daytime power during grid outages •Wide input voltage range numerous design options ments of NEC 2011 69011 •Shade management with Ophlrac • Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 3800TL-US / 4000TL-US / 5000TL-US / 6000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-U5/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power Supply feature provides daytime power in the event of a grid outage.High performance,flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. •ENGINEERED IN GERMANY ASSEMBLEDW IN THE USA= •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • •• • ••• • •• • • •••• 4 THE NEW ••• • • SUNNY BOY TL-US•• • • RESIDENTIAL SERIES HAS YET AGAIN •• "' REDEFINED THE•• •••• ••• •• • CATEGORY. �i8v r�6r k-- A NEW GENERATION OF INNOVATION Transformerfess design produced in all types of climates and for Leading monitoring longer periods of time than with most and control solutions The Sunny Boy 3000TL-US / 3800TL-US traditional string inverters. / 4000T1-US / 5000TL-US / 6000TL-US The new TL-US residential line features more are transformerless inverters, which means Secure Power Supply than high performance and a large graphic owners and installers benefit from high display. The monitoring and control options efficiency and lower weight. A wide input One of many unique features of the IL-US provide users with an outstanding degree of voltage range also means the inverters will residential series is its innovative Secure flexibility. Multiple communication options produce high amounts of power under a Power Supply.With most grid-tied inverters, allow for a highly controllable inverter number of conditions. when the grid goes down,so does the solar- and one that can be monitored on Sunny powered home. SMA's solution provides Portal from anywhere on the planet via an Additionally, transformerless inverters have daytime energy to a dedicated power outlet Internet connection.Whether communicating been shown to be among the safest string during prolonged grid outages, providing through RS485,or SMA's new plug-and-play inverters on the market. An industry first, the homeowners with access to power as long WebConnect, installers can find an optimal TL-US series has been tested to UL 1741 and as the sun shines. solution to their monitoring needs. UL 1699B and is in compliance with the arc fault requirements of NEC 2011. Simple installation Increased energy production As a transformerless inverter, the TL-US residential series is lighter in weight than OptiTracTM Global Peak, SMA's shade- its transformer-based counterparts, making tolerant MPP tracking algorithm, quickly it easier to lift and transport. A new wall adjusts to changes in solar irradiation,which mounting plate features anti-theft security mitigates the effects of shade and results in and makes hanging the inverter quick and higher total power output.And,with two MPP easy.A simplified DC wiring concept allows trackers, the TL-US series can ably handle the DC disconnect to be used as a wire complex roofs with multiple orientations or raceway,saving labor and materials. string lengths. The 3800TL-US model allows installers to An extended operating temperature range maximize system size and energy production of -40 °F to +140 °F ensures power is for customers with 100 A service panels. • •• •• •• • • • • •• • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • •• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • ••• ••• •• • • r Technical data Sunny Boy 3000TL-US Sunny Boy 3800TL-US 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) - t . Mox usable DC power(C cos p= 1) 3200 W 4400 W Max.DC voltage 600 V 600 V Rated MPPT voltage range 175-480 V 175-480 V More efficient MPPT operating voltage range 125 V-500 V 125 V-500 V Min.DC voltage/start voltage 125 V/150 V 125 V/150 V _ __ Max input current/per MPP tracker 18 A/15 A 24 A/15 A { Number of MPP trackers/strings per MPP tracker 2/2 — L Output(AC) — AC nominal power 3000 W 3330 W 3840 W Max.AC apparent power 3000 VA 3330 VA 3840 VA Nominal AC voltage/adjustable 208 V/• 240 V/• 208 V/• 240 V/• . .. .. AC vohage range 183-229 V 211 -264 V 183-229 V 211 -264 V Shade management AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59 3-60.5 Hz Max.output current 15 A 16 A Power factor(cos 9) 1 1 Output phases/line connections 1/2 1/2 {.I Harmonics <4% <4% Efficiency ! � Max.efficiency 96.8% 97 1% 96 8% 97 2% - ' CEC efficiency 96% 96 5% 96% 96 5% "' Protection devices Easier DC disconnection device • DC reverse-polarity protection • Ground fault monitoring/Grid monitoring •/• -------- AC short circuit protection • {1 c( r All-pole sensitive residual current monitoring unit • I Arc fault circuit interrupter(AFCI)compliant to UL 1699B • Protection class/overvoltoge category I/IV General data Dimensions(W/H/D)inmm(in) 490/519/185 (193/20.5/7.3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/11.7/7.5) Broad temperature range Packing dimensions(W H 0) mm m 9 ( / / ) (in) 617/597/266 (24.3/23.5/10.5) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14 6/9.4/11 0) Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (8 lb) Packing weight/DC Disconnect packing weight 27 kg (60 Ib)/3.5 kg (8 Ib) Operating temperature range -40°C...+60°C (-40°F...+140°F) Noise emission(typical) 5 25 dB(A) <25 dB(A) Internal consumption at night <1 W <1 W Topology Transformerless Transformeriess Cooling concept Convection Convection Secure Power Supply Electronics protection rating NEMA 3R NEMA 3R Features Secure Power Supply • • Display:graphic • • •I Interfaces:RSA B5/Speedwire/Webconnect 0/o 0/o i /pi ; Warranty:10/15/20 years •/a/o •/o/0 Certificates and permits(more available on request) IR 1741.OF 1998,LH 16998,91547.FCC Par 151Cbu A8 BE CAN/CSAC224 t07.1.1 NOTE US inverters ship with gray lids Flexile communications Type designation SB 3000TL-US-22 SB 3800T1.-US-22 Technical data continued on bock •• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • •• • •• • •• •••• • •• ,Efflcie�ry,urve SUr�1Y COY 50()T1.-U5 : : : -' -----' Accessories •• tio. 981 I SpesdwireIWebconnect RS485 interface T° r • j'--* interface DAR.t85CB{1510 96i •........,...... • .•......lam... •• • • • i'4 • • 1• • • , •r..-...•. -•L..P............ ! SWOt.4US10 94� • • • • • • ll• • I . • • ••• •• ••01 • L• 9Y Fan kit I 1 I�•• •e • ,� • •• ••• FANKIT(@-10 I ! EteiV„• 176 yi• - 0951 • • ` 1 8e • • • } r • • • �-�• Eto l4 44w i. •• 175 1 iBq ' H61 - `_rr-ENt j••48•VI4 • ..,y,., I �... I Y -.-_4_ 1 � ____ I Output power Rated power iT •Standard feature 0 Optional feature -Not available P°w°/ - --P----- Data at nominal conditions Sunny Boy 4000TL-US Sunny Boy 50007L-US Sunny Boy 600014US Technical data 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.usable DC power(0 cos e..1) 4200 W 5300 W 6300 W Max.DC voltage 600 V 600 V 600 V Rated MPPT voltage range 175-480 V 175-480 V 210-480 V MPP[operating voltage range 125 V-500 V 125 V-500 V 125 V-500 V Min.DC voltage/start voltage 125 V/150 V 125 V/150 V 125 V/150 V Max.input current/per MPP tracker 24 A/15 A 30 A/15 A 30 A/15 A Number of MPP trackers/strings per MPP tracker 2/2 Output(AC) AC nominal power 4000 W 4550 W 5000 W 5200 W 6000 W Max.AC apparent power 4000 VA 4550 VA -5000 VA 5200 VA 6000 VA Nominal AC voltage/adjustable 208 V/• 240 V/• 208 V/• 240 V/• 208 V/• 240 V/• $ AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V 1 s 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 o 1 Max output current 20 A 22 A 25 A a Power factor(cos p) 1 1 1 is Output phases/line connections 1/2 1/2 1/2 as Harmonics <4% <-4% <4% Efficiency ii I Max.efficiency 96.8% 97.2% 96.8% 97.1% 96.8%° 97.1%* 2 s CEC efficiency 96% 96.5% 96% 96 5% 96%* 96.5%` 1€ Protection devices DC disconnection device • - 3_o DC reverse-polarity protection • a o Ground fault monitoring/Grid monitoring •/• AC short circuit protection • 3 o All-pole sensitive residual current monitoring unit • 3'_ Arc fault-circuit interrupter(AFCI)compliant to UL 1699B • a Protection class/overvoltage category I/IV _ General data <i Dimensions(W/11/D)in mm(in) 490/519/185 119.3/20.5/7.3) t DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/11.7/7.5) i5 Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5) ° DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 114.6/9.4/11.0) sR 3 Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (8 lb) g 1 Packing weight/DC Disconnect packing weight 27 kg (601b)/3.5 kg (8 lb) e I Operating temperature range -40°C...+60°C (-40°F...+140°F) €s Noise emission(typical) <25 dB(A) <29 dB(A) <29 dB(A) I. Internal consumption at night <1 W <1 W - <1 W s 11- Topology Transformerless Transformerless Transformerless -; - Cooling concept Convection Convection . Active Cooling ` Electronics protection rating NEMA 3R NEMA 3R NEMA 3R. m t so Features .3-`g Secure Power Supply • ■ -• 1 Display:graphic • • • y s Interfaces:RS485/Speedwire/Webconnect 0/0 0/0 0/0 e Worranty:10/.15/20 years •/0/0 1/0/0 1/0/0 Certificates and permits(more available on request) UL 1741,UL 1998,UL 16998,IEEE 1547,FCC Part 15(Class A&8),CAN/CSA C22.2 107.1-1 ll. s if k •Preliminary data as of February 2014.NOTE:US inverters ship with gray lids ° Type designation SB 4000TL-US-22 SB 5000T1-US-22 SB 6000T4135.22 g Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC • S. •• •• • • • • •• ••• ••• • • ••• • • • • • • • •• ••• •• • • • •• • • • • ••• •• •• ••• • • • • •• •• •• • •• • •• • . • •• • • • •• UNflRAC .rnctallatfoQ Shce 226.1 • •• • •• ••• •• • ••• •••• • • • • •• ••••TLL Low-Profile Tiff L•'eg§ '•' 1-bracket 01 ••. .,• • • •• •• • • • ilf \410° • • • • • . •. • • • ••• ••• • • • • • • • • • • • • At.li 0' R Leg stmt ;,..." f� •ADJUSTABLE rJ Raiff LEG �,, —..--- •.- —•-- Leg tube .ti . . 1 • (11` . a 1-bracket j FIXED Roil * FOOT LEG STRUT �--' (Special order) :- 6r _ \ 1-brackets Leg tube Fender 3/8" ,- pi_fi li washer bolt rwiiimmeizs Figure 1.Leg and Foot Assembly:Illustrated parts are from your leg kit and _all your SMR rail set.Leg kit parts are listed in the parts inventory below. i. Adjustable leg parts list (per leg) .u:. Wrench Recommended Strut nut Leg strut Part Qty. size torque(ft-lbs) Figure 2.Adjustable Leg Cross Section Leg tube 1 1 Thank you for purchasing a UniRac. Please cover these il- Leg stket 2 lustrations thoroughly before proceeding. Bolt, 3/8"x 1-1/4" 3 9/16" 30 The installer is solely responsible for complying with ap- Bolt, 3/8"x 3" 1 9/16" 30 plicable building codes and for all aspects of electrical instal- Fender washer, 3/8" 2 lation of the PV array. Strut nut, 3/8" 1 • Use the parts list to verify that all parts are present. Note Flange nut, 3/8" 2 9/16" 30 that Figures 1 and 3 illustrate parts from both your leg kit Fixed leg parts list (per leg) and your SMR rail set. Wrench Recommended Caution: Stainless steel hardware can seize up,a Part Qty. size torque(ft-lbs) process called galling. To significantly reduce the like- Leg strut 1 lihood of galling, SAF-T-EZE anti-seize lubricant has been L-bracket 2 included with your hardware.Apply a very small drop to Bolt, 3/8"x 1-1/4" 3 9/16" 30 the threads of all bolts before installation. Flange nut, 3/8" 3 i •• • • • • •• •• •• • • • • • •• • • • • • • • • • • 2 • • • • •• •• • • • • • • •• • • ••• • • • •• • • • • • • •• • •• • •• •• VNGRAC® Installation Sheet 206.1 TLL Tilt Legs • •• • •• • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • - •• •• • • ••• ••• -,/ • • • • • • • •• ••• ••^ • • V• • ••• • / 4 J A . t 11 j j,' tL-1--1 I< ______B , I Figure 3.Spacing between front and back feet(B)should approxi- mately equal the distance between the lower end of the module and the upper L-bracket(A). 10 Year Limited Warranty UniRac,Inc.,warrants to the original owner at the original installation site that the upgraded TLL tilt legs(the "Product")shall be free from defects in material and workmanship for a period of ten(10)years from the earlier of 1)the date the installation is complete,or 2)30 days after the purchase of the Product by the original owner.This warranty does not cover damage to the Product that occurs during shipment,or prior to installation. If within such period the Product shall be reasonably proven to be defective,then UniRac shall repair or replace the defective Product,or part thereof,at UniRac's sole option.Such repair or replacement shall fulfill all UniRac's liability with respect to this warranty. This warranty shall be void if installation of the Product is not performed in accordance with UniRac's Assembly Pub 030811-2ii Instructions for the Product,or if the Product has been modified,repaired.or reworked in a manner not authorized ©2003 by UniRac, Inc. by UniRac in writing,or If the Product is installed in an environment for which it was not designed.UniRac shall not Alt rights reserved. be liable for consequential,contingent,or incidental damages arising out of the use of the Product, , VNfRACs THE N tie STANDARD IN PV MODULE RACKS. UNIRAC, INC., 3201 UNIVERSITY BLVD SE, SUITE 110,ALBUQUERQUE, NM 87106-5635 USA 505.242.6411 FAX 505.242.6412 WWW.UNIRAC.COM • • • • . . . • • � • • •••. •. • . ••• •• • ••• • • •• •• 1•• • •• •. •.• Sunmodul&" SW 245 - 255 poly p • • • .. • • . • 4• • .,. • • • �. • •• •• •• '�g,°,.f i A.t I A TUV Power controlled: ; • - "` Is .161,4.• z TOVRheinlend Lowest measuring tolerance in industry ‘ -- - - I I ` t.000002e,i i `- -- - -- I% Every component is tested to meet -� 4 RELIABLE O 3 times IEC requirements -- - j - ! t II 1 Designed to withstand heavy `' accumulations of snow and ice (V- Sunmodule Lolo V. Plus Positive performance tolerance . o/,;01 p O -----4________ ___.4.__ ! 1 , _ y.r, 25-year linear performance warranty and 10-year product warranty - WARRANI- O + --+--— 1 ► - Glass with anti-reflective coating . Anti-Relle.li.eO '' iy.,, A Coating World-class quality .•w•a •u6alrnae,Ric 61113 • .. •Anw,„n.e..,..— Fully-automated production lines and seamless monitoring of the process and material D E •Softly ctien° PemNcl aPUm mew •fliw.■ne sand.aalaleot ;.Pew.,.:amAL.I,A ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that SGS -?r c u= s have greater than or equal to the nameplate rated power. L— ' UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years ISO 9001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of C E I l ISO 14001 25years,a significant added value compared to the two-phase warranties common in the I i Certified 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. I I www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. •• • • • •• ••• •• •• • • • f • • •• •• • • • w • • • • • • • • • • •• ••• :•: SuñhiadulëY ..V1/ 245 - 255 poly/Pro-Series ••• • •• •• • •••• • • • • • • •• • • PERFORMANCE LIVER SyttDAV TES1VINI:IT ONS(STC)' • -----------t - ••• • ••.a. ____•_._ • ___ -. - __ - -_ - _._._---- SW 245 SW 250 SW255 Maximum power •_. • • •Pm,=••• ••• 245 Wp 250 Wp 255 Wp •Open circuit voltage L i i 37.3 V 37.6 V 38.0 V • a* •I ••-• •'•• • Maximum power point**age. • • •.�••• • 30.1V• 30.5 V 30.9 V Short circuit current Iu 8.75 A 8.81 A 8.88 A Maximum power point current 1.4., 8.22 A 8.27 A 8.32 A Measuring tolerance(Pm„)traceable to TUV Rheinland:+/-2%(TUV Power controlled) 'STC:1000W/m',25T,AM 1.5 PERFORMANCE AT 800 W/M2,NOCT,AM 1.5 --- - _____ ___._..__--_____ ----------- SW 245 SW 250. SW255 Maximum power Pm„ 182.3 Wp 185.4 Wp 188.7 Wp Open circuit voltage V, 34.0 V 34.2 V 34.5 V Maximum power point voltage Vmva 27.4 V 27.8 V 28.1 V Short circuit current Ix 719 A 7.24 A 7.30 A Maximum power point current Imry 6.64 A 6.68 A 6.72 A Minor reduction In efficiency under partial load conditions at 25'C:at 200 W/m,100%(+/-2%)of the STC efficiency(1000 W/m')is achieved. • 1x4,1 37.44(951) . DIMENSIONS COMPONENT MATERIALS MN Length 65.94 in(1675 mm) Cells per module 60 1133(288) Width 39.41 in(1001 mm) Celitype Poly crystalline • • 4 Height 1.22 in(31 mm) Cell dimensions 156 mm x 156 mm Frame Clear anodized aluminum Front Tempered glass(EN 12150) 41.30(1050) Weight 46.7 lbs(21.2 kg) Version 2.5 frame 65.94(1675) -bottom mounting THERMAL CHARACTERISTICS ADDITIONAL DATA L. holes NOCT 46"C Power sorting -0 Wp/+5 Wp ' TCI,. 0.081%/'C !-Sox IP65 • '.- TCV -0.37%/'C PV wire per UL4703 with Module leads H4 connectors TCP,,, -0.45%/'C i x4 _ f - ,1 4.20(107)t 122(31) L 3941(1001) I PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION Maximum system voltage SC II 1000 V I 1000 W/nP Maximum reverse current 16 A x { 800 W/m' Load/dynamic load 5.4/2.4 kN/m' Number of bypass diodes 3 '7 600 Wm' Operating range -40'C to+85 C e 400 W/m' ` -. 100 W/m' Module voltage V. SolarWorld USA reserves the right to make specification changes without notice.This data sheet complies with the requirements of EN 50380. tAll units are imperial.Si units provided in parenthesis. SW-01-605005 01-2014