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10180921_3725 S. GARNSEY - Plan
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.App.Worksheet PROJECT ADDRESS:3ff», 441.SUITE:SAPIN #)O / 90942 j USE OF BUILDING: RESIDENTIAL COM INDUSTRIAL OTHER14IRCIAL MASTER ID# NATURE OF WORK:NEW ADD ALTEFUT. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION: 1ST FL.. 2ND FL. TOTAL OF OTHER FLS: GARAGBCARPORT JOB DESCRIPLIS*l jnon-resj! SF BASEMENT: YES/NO SF NO. OF STORIES: SF PATIO/ENCL. PATIO: SF BLDG. HEIGHT: SF RES. REMODEL:SF PROPOSED USE: SF ALTERIT.I.SF tial Drojects see reverse side of thjE-applic7£p )thjP nt Howl 11> tte=o., v. 1 MUE-W IN v/(4_[ -N w Mee ACA A 1 BUILDING OWNER'S NAME:l_uy va.. Fwe„12 <97EVI 60 PHONE NO: . gidY-f;g- ADDRESS:C\-rf·. (}Al* ,0/A- STATE *-np·.25767Or-- TENANT'S NAME (Comm/Ind): PHONE NO: CONTRACTOR'S NAME: ,r , /*pr 2410T·tw 4/7 8 <42 64£6LICENSE CLASS:PHONE NO: OV ADDRESS:94-5 (414 yr-,CITY,(%·joe<-A- STATE:g-- ZIP:g-Eff WORKERS COMP POLICY#EXP. DATE:4/1 4-INSURANCE COMPANX:SANTA ANA BUS. LIC. #:7 99 >(et:5%- ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME:PHONE NO:G 41 *rb . 49*8 E-MAIL ADDRESS:EfYIN &@-) 34¢'u, »ktok . ep- OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/C FEE PD $ TYPE OF CONSTR:VALUATION: $\6 SOO SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: - - 0 PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage 0 Awnings E] Canopy U Card readers , Ceiling work U Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector m i Elevator shaft El Exterior doors or windows El Equipment pads El Interior demo C] Kitchen equipment U Partition walls U Rated corridors U Rated shafts U Roof mounted equipment U Security bars El Screening for equipment U Skylights O Stairs , U Storefronufacade improvements U Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall 43 Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure 6/31&2 CASS€-1ARCHITECACCEPTED S. GARNSEY 233% EBOE 83'-7" .et yo V'. 30 44 r -- =5 •....----. - I . .11 b 1 ..2, iiCY 3 ·· I Irviti€ , :f . 3 -.. Ir I. / F-(N) 30A AC CE·Sta iylfrn 't·'< t '" DISCONNECT ......74\ - / I. 72.' 4 '.*'(N) 200A MAIN 3 q ..SERVICE PANEL f - (N) ImON & METER METEROR,QwXY ·. , © 3 Piti lili fi ' il- 11· -1' : N : 2 : , I lq P 1 !! i 11. li !4 431 -I , i., :1 'i· 1,t ., A lili 0 31.14 'ill4 fl.H ! f 11 Iii ': "!1 - - L (N) INVERTER PROPERTY -- LINE -*.- N . C .45.f,0/tr43,:E? b im-%*4 h= §NO. 35toOf VICINITY MAP HOUSE LEC¢ND Vi 5 - tr)Ill|li I SOLAR 0%1 R#mlti] MODULES PO Z 63'-7" NOTES: 1. THIS PROJECT SHALL COMPLY WI™ ™E 2013 CALIFORNIA RESDENTIAL CODE WHICH INCLUDES THE 2012 IRC. IRC. 2012 UMC AND UPC, AND THE 2013 CEC AND TITLE 24 ENERGY. 2. THE ROOF MODULES WILL NOT COVER ANY PLUMBING OR MECHANICAL VENTS. 3. THIS IS A 5.5kW SOLAR ELECTRiC PROJECT USING (22) SMX CAPITAL: SM)(2001. 250 WATT MODULES AT AN AZIMUTH OF 180' LAN 4. THIS SYSTEM USES (1) SMA AMERICA: SB-5000Tl-US-22 INVERTERS. 5. THIS SYSTEM IS ON A COMP SHINGLE ROOF AT A 22' PITCH - 5/12 SLOPE. 6. ™IS IS A TWO STORY HOUSE. Issue Dole 3-10-2014 Drowing SITE PLAN Shecl No. PV-1 .1 644 LEGEND - ROOF- OUTLINE al O ROOF VENT/MECHANICAL • PV STANDOFF / PENETRATION SOLAR MODULE ---- CONDUIT (N) CONDUIT PENETRATES EAVE AT NOTES:EAST WALL RUN ON [IXTERIOR WALL 1. SOLAR MODULES ARE SMX CAPITAL: SM*250P.TO DC DISCONNECT Al (N) INVERTER 2. MODULES MEASURE 39.0" X 64.6 X 1.97-, ,•PAINTED TO M4'TCH SURFACE• 3. ARRAY WEIGHT IS LESS THAN 4LB/SO. FT RIDGE n (N) 20OA MAIN - SERVICE PANEL & METER (N) 30A ACDISCN5:,2·th METER -)..(3 (N) INVERTER -,3 15' 11'-2.7 44'-5" iL 26'-M 0 b iD 19'-10"9'- 40'-7" <tihillf:zi RI-J - (N) J-BOX U 7" - *07632> b hz 0 0, 5 20 75295 2 No. 3569:17% EID-9-30 Issue Dole 3-10-2014 Drawing ROOF PLAN Sheet No. ROOF PLAN - , 1 Pv-z SCALE: 3/18 - 1' LEGEND - ROOF OUTUNE 9 0 ROOF BENT/MECHANICAL • PV STANDOFF / PENETRAHON SOLAR MODULE NOlES: 1. SOLAR MODULES ARE SMX CAPITAL: SMX250P. 2. MODULES MEASURE 39.0 X 64.6= X 1.97" 3. ARRAY WEIGHT IS LESS THAN 4Le/SQ. FT RAILING < £ No. 35693 2 1'END.9-30 N l l/) 01 Z05 < 30 ./.JUS ----I-:C M Z m - - C Mmt st'NOr 1Ft0501AA r,ST'C lf) RCE 19 Z 1 -ad- 26 st,torr ZE /-=Col1 W (1) 1,1'1 3/' St UC 90,-m-nUkt•en Issue Dole 0 3-10-2014 - 3.MI) R'rrm, 74- OC-Drawing ARRAY ARRAY DETAIL DETAILSATTACHMENT DETAIL Sheet No SCALE: I /8 - 1'-0- pv-'Ge.91931 +SCALE: N. r.& L.4 SA A A. 0/ C-45 UCENSE #972048 DESIGN DATA T&W Consulting Engineers. INC 1168 N. San Gabriel Blvd.. #N Rosemead, CA 91770 1. CODE:2013 CALIFORNIA BUILDING CODE 2014 CITY OF LOS ANGELES BUILDING CODE 2014 COUNTY OF LOS ANGELES BUILDING CODE 2. MATERIAL STRENGTH CONCRETE: Fc' = 2,500 PSI @ 28 DAYS CONCRETE REBAR: ASTM A615 GRADE 40 Fy= 40,000 PSI STEEL: STRUCTIJRAL SHAPES: ASTM A36 Fy = 36 KSI TUBING:STM A500 GRADE B Fy = 46 KSI PIPE:ASTM A53 TYPE E GRADE B Fy = 35 KSI WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M.C.) JOIST & RAFTER #2 GRADE Fb = 875 PSI Fv = 95 PSI BEAM & HEADER (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI POST (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI STUD #2 GRADE Fb = 675 PSI Fv = 95 PSI SELECT STRUCTURAL (6x, LARGE) Fb = 1,450PSI Fv = 95 PSI MASONR¥: CONCRETE BLOCK ASTM £90 L = 1500 PSI NO INSPECTION REQUIRED 3. SOIL REPORT: fs' = 1,500 PSF/ OR SEE SOILS REPORT 4. LATERAL ANALYSIS: A. SEISMIC LOAD V =C W SEE ATTACHED.S E = 1.6 x 1,000,000 E = 1.7 x 1,000,000 E = 1.7 x 1,000,000 E = 1.6 x 1,000,000 E = 1.7 x 1,000,000 E = 1.4 x 1,000,000 E = 1.9 x 1,000,000 /05:07 te-,4//1%48,8 20 No. 35693 e OF CAMVI \B. WIND LOAD (SIMPLIFIED PROCEDURE) MAIN W[Pm-FORCE RESISTING SYSTEM Ps = AK. /430 (MINIMUM = 10 pst) SIMPLIFIED DESIGN WIND PRESSURE FOR EXPOSURE "C"h = 30 FT. ,I fomph I = 1.0 FROM FIG. 6-2 K.= 1.0 A: ADJUSTMENT FACTOR PER FIG. 6-2 COMPONENT AND CLADDING Ple,AK zfmle,30 (MINIMUM POSITIVE +10 psf, NEGATIVE -10 psf) 3 1 , A 9 " **64 =C. W WUm/* 0- S -j T&W Consulting Engineers. ]NC ; Material Fieights n . 1168 N. San Gabriel Blvd., #N Rosemead, CA 91770 Weight Of Materials - Roof and -'Rigid Insulation Appfoximate Weights of Floor Requirements .Temlock (1" thick) 1.2 psf Trus Joist Products Cork 0.7 ps' LE 35X Joist Series 2.8 to 4.0 lbs./LERefer to local building code for lixe load Gold bohd 1.5 psf Tdl 55 Joist S eries 43 to 63 lbs./L.Edesign requirements.Slyrofoam 0.2 psY -- TJL, TJU Truss 175 to 4.25 lbs.A..F.Foamglass 0.8 psi Rigid fiberglas 1.5 psi TJW 4.5 to &25 lbs./L.E. TJ/60 Truss 4.75 to &75 lbs./L. P.Composition Roofing 2-15 lb. and 1-90 lb. TJM Truss 8 to 9 lbs./L.F.1.7 psf 1 - 3-15 and 1-90 lb.2.2 psf Roll or Batt Insulation TJH Truss 10 to 12 lbs./L.F. 3-ply and gravel 5.6 psi Rock wool (1" thick) 0.2 psf 4-ply and gravel 6.0 pst Glass wool (1" thick) 0.1 psf Fir Framing Members5-ply and gravel 6.5 psf ALPOL (1" thick) 0.1 psf Joist SpacingIRMA (Insulated Roof Nominal Size 12"16 24" Membrane Assembly) 2" 13.0 psf 214 1.4 M 1.i psf 0.7 psISingle-ply roofs (Insulation not included) Ballasted system 13.0 psi Floors 22 ps/1.5 ps: 2x6 22 psi 1.7 ps1 1.1 psi Mechanically fastened 2.0 psf Hardwood (Nominal 1'1 4.0 psf 2)[8 29 pst Fully adhered 2.0 psi ...Concgete {1" thick):2x10 3.7 psi 2.8 psi 1.9 psi Regular 12.0 psi 3<12 4.4 pst 3.3 951 2.2 psi Lightweight 6.0 to 10.0 psf .3x6 2.4 pN Linoleum or soft tile 1.5 psi Fir Sheathing -t '.4xS 5.0 pN4 ceramic or quarry tile 10.0 psf (Based on 36 pcD 4x8 6.6 pifGYP-CRETE (31")6.5 psf. 96" plywood 1.1 psf 4x10 8.60!f 1," 0|ywood 1.5 psf 46" plywood 1.8 psf 4%12 10.4 pli 31" plywood 2.3 psf Ceilings 11'6" pty-kood 3.4 psf Acoustical fiber tile 1.0 psf Weight of Sprinkler Systems1" sheathing 2.3 psf 14"gypsum board 2.2 psf'. 92 4 Schedule 4 1 Sti Pipe Schedule ;O, Thin Wae 2" decking 4.3 psf %" gypsum board 2.8 w Fpe Dry (plf)Wet {pH)Dry [04 Wet {pili 3" decking 7.0 psf plaster (1" thick)8.0 psi 1" 1.7 2.1 4" decking 9.3 psf Metal suspension system (including tile)1.8 psf lv," 2.3 3-01%' 2.7 3.6Wood suspension system (including tile)2.5 psi r 3.7 5.2 27 | 3.8 Miscellaneous Decking Materials -- ---29 58 ' 73 35 5.9 Poured gypsum (1" thick) 6.5 psf 3" 7.6 10.8 4.3 8-0 Vermiculite concrete (1" thick) 2.6 psf 35" 92 13.5 5.0 112Corrugated galvanized steel , 16 ga.2.9 psf 4" 10.9 16.4 5.6 .14.5 20 ga.1.8 psf 5" 14.8 23.5 7.8 20.0 22 ga.1.5 psf 31.7 9.3 26.2E' 192 24 ga.1.3 psf B" 28.6 50-8 16.9 40.1 Asphalt shingles 2.5 pst 10" 40.5 74.6 Wood shingles 2.0 psf Clay tile 9.0 to 14.0 psf . Note: When accumulating total dead |02(1 we Strongly urge you to use a minimum of 1.5 osf for ritisceitar,eous' wiin all deaa loaos. 0 TRUS JOIST CORPORATION 4, a division of TJ International RO. Box 60 Boi;e, Idaho 83707 208/375-4450. 1 T & W CONSULTING ENGINE:{IK.:br IRL. 1'168 N. San Gabriel Blvd., #N Job: Rosemead, CA. 91770 By: 1 STR Tel: (626) 288-0708 Date: //20 CONS Email: twengrs1168@gmai].com Sheet #: (2013 CALIFORNIA BUILDING CODE) ·WI EXIST'G ROOF LOAD:G (.AS BUILT)SOLAR PANEL d D.L. SI-UNGLE ROOF'G 2.2 #/SQ.FT. 1/2" PIYWD SHT'G 1.5 SIZE: 1 11AVA 4.6 =\3.54//»134 manG. *)1X & ck 11- 04'- 65 MISC 0,5 OiFSNUI WEIGHT: D.L. =634 < + 3, o 9 wT= 2.9 #/SQ.FT. L.L. = 20.0 T.L. = 22 7 #/SQ.FL (USE 3.0 #/SQ. FT.) O%1 '-0-= i elo",£06*6"l W (341-14 ) -(G,42)h|=(f +3+20)*24=37,0 j pdod /24*:%*\OFESSiONAL H=16*1.bel » Wn ,;j,p kiel.333 R = 1-32' - ...Dll ..Wn,r \ /..STAT£ ' 61< le).2. x,8> F A (04 c.« 94.k{L. f'lel-, 690 SECTION 3403.3 » 9*26 *52 x \1.6- / /6€f /652* Rdip (4> -1-,5-)* >57==Goff 11 452,3 TLW Consulting Engineers, INC ; 1168 N. San Gabriel Blvd., #N Rosemead, CA 91770 2 - -:349*.Abl:j.Ent.*000*1693'/16«44*Dreine,-4-4.00* 5*fl®.4.#520- poer = A X KB X / X Pness =1,0 1.0 1.0 A Fig. 6-2, Exposure 8 . · a= 3.00 FL ** Min. Figure 6-3: Roof Slope = 7 -27 degrees (Page 42.) V = 85 MPH (BaslcWind Speed) Ae#,ct = 17.26 SF (area of each panel Using 37.97 x 65.437144)4 04- 24%% 1.f'.P... ......:'.:......; 1-L% 3:.....f¢$.fji*.A.&#*Na}-AE.$766**Eff¥€€02: 1*1 ,6 - , : 01210h - »-6'**4*7243*3432.niff,3- 7-23'94=.(ttg-4442_--3- 144.6,92*pi04%14.-,- 'i-,y-1,1 i '3--*t' 4 .- 631- 9.:3 h 41%4*6. 1. ·',·3 >-?: 1 flt,-9.-623{tii ii-l42-k*4y:-t*1-itb.09:-fill',54*2,14.:-i,t#--1 ....,- 1.-1-3«2,2-c.-4-4.-ffill-:9·? AS CONSefLAF-- . i ,EZMe..3. h -:73fa-2.- - .H?jrt=·:{---f9r3*5*V*11125-2*1-Y-f 4(,RiI.Dij '* Calculate '8' for least horizontal > 30' Apply wind uplift design loads by roof wind zone to the after/truss with most stanchions/greatest wind load. -Uptift at each - Stanchion/Anchor 7 0.6DL} * Resisting DL* Resis ng DL 1-/ Trus / *d.1 X Y V -B 1 1 / 61 . Upim Reaction . 'Resisting DL ·Uplift Reaction Uplift each Stanchion/Anchor +*_*- Ridge Board \ 90,Uplift Reaction Resisting DL ' Resisting DL 1 li J} Rafters Uplift Reaction Uplift Reaction G:\ES\B&3\1 PLANCHECK\Forms & Handouts-\Phoiovoltaic on SFD Roof - Basic Submittal Requirements.doc Page 2 of 3 P 1 4 6. 1 0.9 1 RE 29 2 € T&W Consulting Engineers. INC 1168 N. San Gabriel Blvd., #N 6.5.12.2.2 Low-Rise BuildingVelocity pressure qz = .002561% Kn Kc \2 1*(6-15)Rosemead, CA 91770 Kn= 1.12 Ke = 0.65 V=110 L= too at mean roof high h= 9 K. = 0.85 Exp = C T-6-3 Roof angle 6 =18.4 p = q,[(GC:,3 - (GCPO](6-16) %. = 25.01 Internal Pressure Coef (GCp) =1 0.18 Endosed Building Figure 6-5 28 =6.0 h Load Direction Trans Long Trans Long Figure 6-10 MWFRS Method 2 Building Sur:ace 1234 5 6 lE 2E 3E GCz·0.52 -0.69 -0.47 -0.42 -0.45 -0.45 0.78 -1.07 -0.67 GCo:0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 q.(Gcpt + Gcoi)17.42 -12.75 -7.22 -5.89 -6.75 -6.75 24.02 -22.26 -1234 q,(GCd- Gc,)6.42 -21.76 -16.22 -14.89 -15.76 -15.76 15.01 -31.27 -21.34 6(Gce + Gcpi)14.51 -12.76 -4.75 -2.75 -6.75 -6.75 19.76 -22.26 -8.75 9,(Gcs: - Gcm·)5.50 -21.76 -13.76 -11.76 -15.76 -15.76 10.76 -31.27 -17.76 6.5.12.4COMPONENTS AND CLADDING 6.5.12.4.1 Low-rise building and building with h S 60tt Velocity pressure Q = .00256 Kz Kn Ko \2 1¥(6-15) Km= 1.12 Ke = 0.85 V= 110 1.·= 1.00 q: = 29.43 K. at mean root hjgh h =9.0 ft OK 1% = 0.85 Exp=C velocity at mean roof height, qn = 25.01 P = 94(3Cp -GC:i)(6-22) External pressure, + GCE = 1 -GCp= -1.1 Figure 6.11 through 6-16 Internal pressure, Gpi =4 0.18 Endosed Building Figure 6-5 p= 25.01[1 - 00.18)] psf 25.01[-1.1 - (10.18)] psi p = 29.51 psY psi -32.01 psf psI 6.5.12.4.2 Building with h > 60ft at mean roof high h =9.Oft Provision of ASCE 8.5.12.4.1 shall be use 4 = 0.85 J 4E -0.62 -0.43 -1095 -19.95 -6.25 -15.26 No. 35693 4%1 qi= 29.43 Kz p = q(GCp) - q,(GCpi)(6-23) 0 Z= 0 Kz= 0.85 &6 25.01 % =25.01 E,demal pressure, + Gi= 1 -GCp=-1.1 Figure 6-17 Internal pressure, Gpi =10.18 Enclosed Building Figure 6-5 Windward wall, q =6 = 25.01 qI =qh =25.01 p= 25.01(1)-25.01(20.16)25.01(-1.1) -25.01(*0.18) = 25.01 24.50 w -27.51 24.50 psi = 29.51 w -32.01 psT Leeward wall, side wall and roof evaluated at height h q=q.= 25.01 Ch =Qh =25.01 = 25.01(11 -25.01(20.18)25.01(-1.1) - 25.01(*0.18) = 25.01 14.50 w -27.51 *4.50 w = 29.51 psY -32.01 psT 6.5.15, Design Wind Load on Others Structures F = qz G Cf Af (6·2D qz= .00255 1<z Ke K, V 1 (5-15) Ht z at the centroid of area Af = 9 ft Exp = c Exposure coemcient Kz= 0.85 6.5.6.6, T-6-3 for MWFR Topography factor Kzt = 1.00 6.5.7.2 Direclionality factor Ke 0.85 Table 6-4 Wind Speed V = 110 mph Importance factor tv= 1.00 Table 6-1 qz = 22.38 ps; Gus! Effect factor G . 0.85 6.5.8 Force coeff C, = 1.31 Figure 6-21 through 6-23 Design wind pressure, F/A, = 24.92 psT . T & W CONSULTING ENGINEERS, INC. 1168 N. San Gabriel Blvd., #N Job: Rosemead. CA. 91770 By: Tel: (626) 288-0708 Date: //20 Email: twengrs1168@gmail.com Sheet #: LATERAL (2013 CALIFORNIA BUILDING CODE) iRAL DTIO' R.ED F SCAL 1 11991 9 finy 0 mission WIND EXP "C", WIND SPEED: 110 mph. (C.B.C. SECTION 1609) UPLIFT / WITHDRAWL FORCE FOR SOLAR PANEL STANDOFF/FASTJACK Vup= 24.92 #/SQ. FT. Non» Si _£23i}/Sl# 50 @- s;4*A Q+Al" A 33- vix-49*10 =9424/- r€44- ,== 3.0%6jVMer 92*.445»J ., Er,:- C,yABiAN ' '2it SEISMIC PER C.B.C. SECTION 3403.4 /Asgr -5,01° <too al< f O.K. USE 5/16" 0 X 3 H" LONG STAINLESS STEEL LAG SCREW WITH MIN. 1 14" EMBED TO EXIST'G ROOF MEMBER. CAN RESIST WIND UPLIFT FORCE. VALL = 274 X 1.5 = 4110 > 2>05. 4/0 t,-k |rum-24305rli/*Sigrjabl:LEV+f.4&--2...<.==:A-/11*5ma*E#31*Niek*41-'"ES a»9*4*2,-EE:*Ma\923*k.14*ith*%3,:.*fditi@frE>IC@ 11.2 Withdrawal Design Values 11.2.1 Lag Screws 11.2.1.1 The withdrawal design values; in lbs.tin. of penetration, for a single lag screw inserted in side grain- with the lag screw axis perpendicular to the u,ood fibers, shall be determined from Table ] 1.2A or Equation 1 1.2-1. 11.2,1·.2 When lag screws are loaded in witbdrawa] from end grain: nominal withdrawal design values, W. shall be multiplied by the end grain factor: Ceg = 0.75. 1].2.1.3 When lag screws are loaded in withdrawal, the allowable tensile strength of the lag screw at the Det (root) section shall not be exceeded (see 10.2.3). within Ihe range of specific gravities and screw diameters given in Table 11.2A. Tabulated nominal design values, W, shall bemultiplied by all applicable adjustment factors (sae Table 10.3.1) to obzain allowable design values, W' W=1800G3/2[)3„(11.2-1) Table 11.2A Lag Screw Withdrawal Design Values (W)1 Tabulated ithdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member. Length of thread penetration in main member shall not include the length of the tapered tip (see Appendix L). Specific Gravity Lag Screw Unthreaded Shank Diameter: D G 1/4"5/16" 3/8"7/16"1/2"5/8"3/4"7/8"1" -4--9/8" 1-1/4" 0.73 397 ,469 538 604 668 789 905 1016 ]123 1226 1327 0.71 381 450 516 579 640 757 868 974 1077 1176 1273 0.68 357 422 4%4 543 600 709 813 913 1009 1103 1193 0.67 349 413 473 531 587 694 796 - 893 987 1078 1167 0.58 281 332 381 428 473 559 641 719 795 869 940 0.55 760.307 : 352 395 42/ 516 592 664 734 .802 868 0.51 232 274 .314 353 390 461 528-593 656 716 775 0.50 .. , 225 266 205 342 378 447 513·576 636 695 752 0.49 218 258 .296 332 367 434 498 559 617 674 730 0.47 ·205 .242 278 312 345 408 467 525 580 634 686 0.46 199 235 269 302 334 395 453 508 · 562 613 664 0.44 186 220 252 283 312 369 423 475 525 574 621 0.43 179 · 212 243 273 302 357 409 459 508 554 600 0.42 173 .205 235 264 291 344 395 443 490 535 579 0.41 167 198 226 254 281 332 38]428 473 516 559 0.40 161 190 218 245 271 320 367 412 455 497 538 0.39 155 1.83 210 236 26] , 308 353 397 438 479 518 0.38 149 176 202 227 251 296 340 381 422 461 498 0.37 143 169 194 218 241 285 326 367 405 443 479 0.36 137 163 186 209 231 273 313 352 389 425 460 0.35 132 ]56 179 200 222 262 300 337 373 407 441 0.31 110 130 149 1.67 185 218 250 281 311 339 367 1. Tabulated withdrawal design values (W) for lag screw conne :tions shall be mu Itiplied by all applicable adjustment factors f see Table 10.3.11 AMER]CAN WOOD COLNZIL - ....-----I-------7,;Efwir-&- rPERMIT TYPE:CLDGBLECTPLBG\ ... .3 .-¥•irt-*ME,7.. -VA /0, MECH GRADING . 1- ';-.4 Warner A,e - 1 I .., W Warne, Ave .m. ian. 11 -u . i LKJ-1/"V PERMIT#i •A-:-#4**,A-=*"1* 1/ eOCC. GRO A Thorn-!AN@i 6 1 * . 1 l./4/0 -:/5*1r i #'%/bert -3 ' I *T'EP,61/0 job \CONSTR.TYPE,,___j --\,C'.-29-44* A CODE EDITION CAQ==913___090§ or I ..9*,a 2/.d.Sti,Ave.+· itfom me j v.5 ' 1, 0-1 i i jFLOOD e F 4 rvine3 , \1 1 8// FLOOD ZONE CERTIR REQ'D YES ' .3%blt - .X - airm# 4 ki,¤„J%'·. ./' 9. iNP -Il 83'-7" | MIC :ROFILM .ice RA)}*IT BARRIER @ FpEL_ YES RE SiDENTIAL DEV. FEE |SCHOOL, DISIFICJD.Rlk*WAY-:........-'- (N)--29164 1 DISCONNECT - (N) !3964 ME-ZER.-- - (N) INVERTER YES AO / '-J >f r tjb'X 444· 1 43 7• E *. ka. f #h T-- .....R 2 11 2* 1 f Lor / f -¥'I . C04-' i PLANNING DIVISION MASTER I.D.19_14 -11525-VICINITY MAP G.P LIE _zone A I 4 - (N) 20OA MAIN - 6 SERVICE PANEL k & METER =F=9=-19=' PLANNER----li-,SuRk&____ DATE-3 -/7 -/9 : TRANSFERRED DY *tal DATE 3--2. A-I_*ro11'lil. 1 LINE -+*- PLANNING INSPECTION REQUIRED:PROPERTY - 10 ROUGH -FINAL.NONE /4t HOUSE 530 ARCHITECTURAL STRUCTURAL ACCEPTED [ CONSTRUCTION W.NAME- (714) - 2 13>a =o RETAIN PLANE FOR mUTURE REVISIONS. SUBJECT TO ZE;y.6 ChECK 0 -ED AND CONDIT:ONS O 20BELOW:e- 0 ¤ INTEFiC·:-: T? ·22:LY LEGEND 0 237O NO F"1'.= :3 1 FR 1, ON':UIWIn OIFICATIONSO ALL v. t-:' C:·'h'...:; 7-,1 :,0.,.·. 'ch E. IhWW 91 O SCE?JE : :421 i·,Li, ...:'·39 SOLAR MODULESO SUBMIT L.·,ALLC...>E PLANS 11391 LU 0 0 0 Z 05 4 <C CD "7'18'•·,T 'En,r"S AP,3 nrarnawn rer , -CONDITIONS: .ELEOTRICAL, PLUMBING & MECHANICAL P![ANE '+IWBet 01 plans ana specitications must De Kepi on 'Ue jo'»10 at all times and it is unlawful to make any changes 0, ittarations on same without written permission from thE City of Santa Ana. fhe acceptance of this plan and specifications SHALL NOT oe held to permit nor be an approval ot the violation of any , provisions of ANY Ciiy Ordinance or State Law. Accepted By pf. /64 n.,0 2-1 -1 4 SITE PLAN -CITY OF SATAANA K"- ») iSCALE: 3/32" = 1'1 /21/U1 Date Issued - +Uy Sok . - ac LL NOTES: 1. THIS PROJECT SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE WHICH INCLUDES THE 2012 IBC, IRC, 2012 UMC AND UPC, AND THE 2013 CEC AND TITLE 24 ENERGY. 2. THE ROOF MODULES WILL NOT COVER ANY Issue Date PLUMBING OR MECHANICAL VENTS.3-10-2014 3. THIS IS A 5.5kW SOLAR ELECTRIC PROJECT USING (22) SMX CAPITAL: SMX25OP, 250 Drawing WATT MODULES AT AN AZIMUTH OF 180'SITE 4. THIS SYSTEM USES (1) SMA AMERICA:PLAN SB-5000TL-US-22 INVERTERS. 5. THIS SYSTEM IS ON A COMP SHINGLE ROOF Sheet No. AT A 22' PITCH - 5/12 SLOPE. 6. THIS IS A TWO STORY HOUSE.PV-1 S. GARNSEY t W' ' -- /0190 92 1 LEGEND - ROOF OUTLINE I O ROOF VENT/MECHANICAL • PV STANDOFF / PENETRATION SOLAR MODULE (N) 20OA MAIN -1 SERVICE PANEL & METER (14) 3OA AC - DISCONNECT (N) ITRON - METER Sof] ----- CONDUIT NOTES: 1. SOLAR MODULES ARE SMX CAPITAL: SMX25OP. 2. MODULES MEASURE 39.0" X 64.6"X 1.97". 3. ARRAY WEIGHT IS LESS THAN 4LB/SQ. FT (N) CONDUIT PENETRATES EAVE AT - EAST WALL, RUN ON EXTERIOR WALL TO DC DISCONNECT AT (N) INVERTER *PAINTED TO MATCH SURFACE* (N) INVERTER - 44'-5" RIDGE - 19 26'-5" 11 .k) 1 C\,1 0 - ¤ 3 4 I ,-3 1--L (N) J-BOX »h LU N 2 04 <CZ05 « 5 <O '1 »(/5 Z LO - N< h 1- 15' · rl Z r .11'-2"19'-10" .I 9'-7". 01 Issue Date 3-10-2014 urawir ROOF nl A k rLAIRSheet No. ROOF PLAN SCALE: 3/16" = 1' 40'-7 PV-2 LEGEND - ROOF OUTLINE 100 ROOF VENT/MECHANICAL • PV STANDOFF / PENETRATION SOLAR MODULE NOTES: 1. SOLAR MODULES ARE SMX CAPITAL: SMX25OP. 2. MODULES MEASURE 39.0" X 64.6" X 1.97". 3. ARRAY WEIGHT IS LESS THAN 4LB/SQ. FT Technology Inc. RAILING /--- 1.E-- 1'-5" 6' ·· 6'-6' ·· 6' ·1· - .34 IN u J C U U l\1 r r ..... ... ... 0 1 . »h LU N Z 05 < <0 0. - PV MODULES - Cl I . i 4- - 10" POLYURETHANE - SEALANT RAIL: PROSOLAR 1.5 -- k©tWSACK 43 2 r.- 2 /- STANDOFF BASE r- EXISTING COMP / SHINGLE 2-8 --t (1) '16.X 3.5' SS LAG SCREW - POSTS 72' 0.C. 2' MINIMUM EMBEDMENT Issue Date 5/8* T&G SLAT 3-10-2014DECKING ARRAY DETAIL SCALE: 1/8" = 1'-0" (2*8) RAFTERS 0 24' OC-Drawing ARRAY DETAILS ATTACHMENT DETAIL Sheet No. SCALE: N.T.S. pv- 2 STRINGS OF 11 MODULES SMX CAPITAL: SMX250P, 250W TOTAL OUTPUT: 5,500 WATTS - (4) #10 AWG USE-2 (1) #6 BARE CU EGC @e INVERTER 1 SMA AMERICA: SB-5000TL-US-22 240VAC WITH INTEGRATED DC DISCONNECT UL 1741 LISTED, GFP. (3) #10 THHN/THWN-2 (1) #8 THHN/THWN-2 GROUND 3/4" EMT CONDUIT MAX CURRENT: 27.5A NEW 200 AMP ELECTRICAL SERVICE ENTRANCE AND LOAD CENTER 81-DIRECTIONAL UTILITY METER 240V 200A L.ze-J 15A FUSED DC DC DISCONNECT 1 -(4) #10 THHN/THWN-2 (1) #8 THHN/THWN-2 EGC 3/4" EMT CONDUIT 4 Ulei n-RON-1 111PHOTOVOLTAIC SYSTEM \ KILOWATT-HOUR METER \ 1004240VAC (TYP) \ C FUSIBLE AC DISCONNECT ) 2P30A 240V 3- ® ioA .I- 1,-. ' .39 2P200A 2P2 UTILITY GRID 120/240V WIRE TYPE SHALL BE 90° C WET AND CONTINUOUS RATED L SPS OUTLET MAX 120V/12A 150OW (TYP EACH INVERTER) A NORMALLY INERACTIVE SOLAR PHOTOVOLTAIC SYSTEM SHALL BE PERMITTTED TO OPERATE AS A STAND-ALONE SYSTEM TO SUPPLY LOADS THAT HAVE BEEN DISCONNECTED FROM ELECTRICAL PRODUCTION AND DISTRIBUTON NETWORK SOURCES (CEC, NEC 690.61). SINGLE PHASE W BUILDING GROUNDING ELECTRODE NOTES:SYSTEM OUTPUT:BACKFED BREAKER SHALL BE POSITIONED AT - 1. ALL PV SYSTEM COMPONENTS SHALL BE USED BY A RECOGNIZED TESnNG AGENCY (i.e., UL 1741, ETC) 2. WIRING MATERIALS SHALL BE SUITABLE FOR lHE SUN EXPOSURE AND WET LOCATIONS. FIELD APPUED PROTECTIVE COATINGS ARE NOT ACCEPTABLE. 3. WHERE THE TERMINAL OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A WARNING SIGN SHALL BE MOUNTED ON OR ADJACENT TO THE DISCONNECTING MEANS HAVING THE FOLLOWING WORDS: "WARNING-ELECTRIC SHOCK HAZARD, DO NOT TOUCH TERMINALS. TERMINALS ON BOTH UNE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSInON" 4. SIGNS SHALL BE POSTED ADJACENT TO EACH PV DISCONNECT AND INVERTER TO INDICATE "PHOTOVOLTAIC SYSTEM" 5. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING MATERIAL SHALL BE PROTECTED FROM PHYSICAL DAMAGE. 6. ALL FIELD INSTALLED JUNCTION, PULL AND OUTLET BOXES LOCATED BEHIND MODULES OR PANELS SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF A MODULE(S) OR PANEL-(S) SECURED BY REMOVABLE FASTENERS. 7. EACH SIDE OF A POWER TRANSFORMER SHAU BE CONSIDERED AS PRIMARY AND PROTECTED IN ACCORDANCE WITH CEC 2013. 8. REMOVAL OF INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR. 9. THE CIRCUIT CONDUCTORS AND OVERCURRENT DEVICES SHALL BE SIZED TO CARRY NOT LESS THAN 125% OF THE MAXIMUN CURRENT AS CALCULATED IN CEC 2013. 10. THE OVERCURRENT PROTECTION OF OUTPUT CIRCUITS WITH INTERNAL CURRENT UMInNG DEVICES SHALL BE NOT LESS THAN 125% OF THE MAXIMUM UMITED CURRENT OF THE OUTPUT CIRCUIT. THE CONDUCTORS IN SUCH AN OUTPUT CIRCUIT SHALL BE SIZED IN ACCORDANCE WITH CEC 2013. 11. PHOTOVOLTAIC SOURCE ciRCUITS, OUTPUT CIRCUITS, INVERTER OUTPUT CIRCUITS AND EQUIPMENT SHALL BE PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CEC 2013. 12. MODULE FRAMES AND RACKING SYSTEMS SHALL BE GROUNDED AT UL-USED LOCAnON PROVIDED BY THE MANUFACTURER USING UL USED GROUNDING LUGS. THE REMOVAL OF ONE PANEL- SHALL NOT INTERRUPT THE CONTINUITY OF THE GROUNDING SYSTEM FOR THE REST OF THE PANELS OR RACKING SYSTEM. CEC 2013 13.ALL CEC REQUIRED PV SIGNAGE (690.17, 690.53, 690.56, 705.10) WILL BE POSTED. 14.ALL GROUNDING ELECTRODES SHALL COMPLY WITH REQUIREMENTS CEC 250.32 DC (STC) RATING: 5.5kW (22) SMX CAPITAL: SMX250P, 250 WATT MODULES (1) SMA AMERICA: SB-5000TL-US-22 INVERTER PV SYSTEM CALCULATIONS: DC SIDE MAXIMUM DC SYSTEM VOLTAGE: 37.91V x 11 x 1.12 = 467.1V MAXIMUM PER DC SOURCE CIRCUIT CURRENT: 8.84A x 125% x 125% = 13.8A AC SIDE MAXIMUM AC SYSTEM VOLTAGE: 240V MAXIMUM AC TOTAL SYSTEM CURRENT: 22 x 1.25= 2UA MODULE INFORMATION: SMX CAPITAL SMX250P, 250W PEAK POWER: 250 WATTS Voc: 37.91 Vdc Isc: 8.84A Vpm: 30.11 Vdc Imp: 8.30A MAX SERIES FUSE RAnNG: 20A INVERTER INFORMATION SMA AMERICA: SB-5000TL-US-22 Compliance: IEEE-1547, UL 1741. DQ DC MAXIMUM VOLTAGE - 600V MAXIMUM INPUT CURRENT -30A/15A PER MPPT PEAK POWER TRACKING VOLTAGE-175-480V OP(125V--500V) PV START VOLTAGE - 125V AC MAXIMUM OUPTUT POWER - 5000 wotts OPERATING RANGE, UnUTY VOLTAGE - 211 - 264V @ 240V MAXIMUM CONRNUOUS OUTPUT CURRENT - 22A @ 240V FREQUENCY OPERATING RANGE - 60 Hz / 59.3 - 60.5 Hz MAXIMUM EmCIENCY - 97.1% @ 240VAC THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCAnON OR MAIN CIRCUIT LOCAMON SIGNAGE NOTES: ALL LABELS WILL BE ON RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT. ALL LABELS SHALL HAVE A RED BACKGROUND WITH WHITE LETTERING. 0 0 WARNING SOLAR PHOTOVOLTAIC CONNECTION DUAL VOLTAGE SYSTEM AC DISCONNECT PHOTOVOLTAIC CONNECTED DUAL VOLTAGE SYSTEM RATED AC OUTPUT CURRENT:RATED AC OUTPUT CURRENT, 22 AMPS 22 AMPS NOMINAL OPERATING AC VOLTAGE:NOMINAL OPERATING AC 240 VOLTS VOLTAGE: 240 VOLTS SOLAR BREAKER ® DO NOT RELOCATE PV Solar DC Disconnect WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED THE LOAD SIDES MAY BE ENERGIZED TERMINALS ON BOTH THE LINE AND IN THE OPEN POSITION @ OPERATING CURRENT•16.6A WARNING OPERATING VOLTAGE,33121V ELECTRICAL SHOCK HAZARD. THE DIRECT CURRENT aRCUIT CONDUCTORS OF THIS PHOTOVOLTAIC MAXIMUM SYSTEM VOLTAGE, 467.1V POWER SYSTEM ARE UNGROUNDED BUT MAY BE SHORT CIRCUIT CURRENT,22.lA ENERGIZED WATH RESPECT TO GROUND DUE TO LEAKAGE PATHS ANQZOR GROUND FAULTS. » r-LU C- LOAD CALCULATIONS <i< 120% OF 200A = 240A 5 <OPV INPUT BREAKER = 30A J 0<£MAIN BREAKER UTILITY = 200A TOTAL SUPPLY AMPS = 30A + 200A = 230A »c/i zCo<C LO TO BE PLACED ON ALL INTERIOR & EXTERIOR CE (\1<DC CONDUITS, RACEWAYS, ENCLOSURES, CABLE h 1- ASSEMBLES, EVERY 10 FEET, AT TURNS AND 11 Z ABOVE AND BELOW PENETRATONS AND ALL 15 4 DC COMBINER AND JUNCTION BOXES Z 0 CAUTION: SOLAR ELECTRIC < SYSTEM CONNECTED & QC 1.LENERGIZED ® IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED CONDUCTORS MAY BE ENERGIZED AND UNGROUNDED Issue Date 3-10-2014 Drawing 1-LINE Sheet No. PV-4 SM*'098#SMX 250 SOLAR PANEL SMX 250 SOLAR PANEL U APITAL,·m C Polycrystalline Solar Module Polycrystalline Solar Module High Efficiency: SMX Capital has developed 0,[shigh efficiency panel which delivers a superlorefficiency of 15.4096 to consumers worldwide Reliability: Every module is equipped with 3.2 mm high transmission tempered glass and a standard waterproofjunctlon box Dimensions of SM**3 E-" .Unit: Inches 38.97m 1 , . I. .. 1 i 41_. L.t.* +l., 41 2 h. P '04'1114 4 3Uen XE+JA ,2mm Working Conditions & Pard;B Maximum System Voltage (V) Power Tolerance Ceo Dimension Number of Cells / Layout NOCT Cell Temperature Coeff, cient Isc (%) Temperature Coefficient Voc (%) Temperature Coefficient Pm (%} Temperature Coemcient Im (56) Temperature Coefficient Vm (56) Operating Temperafures Surface Pressure Series Fuse eten ec)0 V 0/ +3% 156'156 mm 80pcs/10'6 4612 °C +0.04&0.015% 1 'C -0.310.02% / °C -0.45+0.05% /°C +0.04% /°C -0.3210.02% / 'C 40°C/+90°C 60 rn/s (200 kgfrn' > 15 Amps Safety: Bypass diodes protect the modules from burns caused by hot spots due to shading. Ughtwelght Anodlzed aluminum-alloyframe. Warranty: 25 Year Limited Power Warranty 10 Year Llmlted Construction Warranty 1 IL!12 1.5 11 r••mmmIERm"" rri ™1 1 The SAU 250 Watt Solar Module is a cost effective, high effeciency renewable power solution. 1-V Curve Cell,Ter, -25 ·C 6 b1,181 kidair, - lgIDWIm' knrirl k,=S=.2 - e[I] W trrp 810.2m 1I turt Electrical Performances Il Peak Power Pmax Wp 250 226.4 Maximum Power Voltage Vmp V 30.11 28.09 Maximum Power Current Lrnp A 8.30 8.37 Short Circuit Current tac A 8.84 8.91 Open Circuit Voltage VOC V 37.91 35.52 Cell Efficiency 17.12 il Module Efficiency 15.40 Warranty and Certifications, Warranty 25-year limited power warranty 10-year limited product warranty Ceffications Tested to UL 1703. Class C Fire Rating Stand,-0 Teel Conamon[ T-25'C A.64-1,5 E-1.000 V.Wn- STC NOTC -1-- SIVIX-250-P 1-1/11 krdince- 6[Il W frng g 3- Rn#*d==AIW/ml 2 =---- Inatent kract=ce - 2ID WinY 0 5 10 15 21 25 30 E 40 45 91 Wt'QI {V) C € 1(49 *c®us & g LISTED Mechanical Data n Max Load 113 p0 550 kg/m' (5400 Pa), front (e.g. snow) Max Load 50 psf 245 kg/m (e.g. wind> Weight 18 kg/ 39i.68 lbs Dimensions 1640 x 990 x 40 mm (64.56 x 38.97 x 1.57 inches) Backsheet White Frame (Non-Reflective) Silver Ancdized Aluminum- Alloy J-Box IP 67 Rated Cables AHDQ Cable 4.0 mm' (0.006 inchesl 35mm r 900 mm (35.43 in) A-A Connectors MC4 SMX Capital Inc. 17700 Castleton Street, Suite 488, City of Industry CA 91748 T:626-839-4888 F.626-581-8830 No. 528 Nanxiashu Section, Wuyi Road, Wujin Hi-Tech Industrial Zone Changzhou, 213161, China SMX Capital Inc. 17700 Castleton Street Suite 488, City of Induslry CA 91748 T-626-839-4888 F:626-581-8830 No. 528 Nanxiashu Sedion, Wuyi Road, Wun Hi-Tech Induslrial Zone Changzhou, 213161, China SUNNY BOY 3000TL-US / 3800TL-US / 4000TL-US / 5000TL-US SMA ¥0 Cihfwi,£7 iuiv. SUNNY BOY solon.Us I,Accessories F7676..-- Fll ES•B5 ,r.irloc. 46 tk 46 #7 90 02 I 1.10 1- 1 D-83CBUS·10 .-, LXLD1 2 97 -_I-- 0 .-- *¢4- 173 vt i gs FAI¤02·10 i.,4. -400 11 0 173 Eu N.-650 ¥1 1 LM 111 0,5 04 10 I Sm.dord fcoluro o Optior<11 facturn - Notcvolkobte0,47.t F'.'I./ R.:1*1 2-•,Dato cat rominal condion, Techoical data Sunny Bor 3000T1 US 208 V AC 240 V AC Sunny Boy 3800T1-U5 208 VAC 240¥ AC Sunny 80, 4000TL US 208 V AC 240 VAC Sunny Boy 500On U S 208 V AC 240 V AC Inpul IDC t Mc,1 DC po... le'os 9 - 11 Nic':. DC %'c#oge Ratud Mt'PT taillog@ ionge MPFT,parcarg ¥0008© rerge Mi- DC voll-ga / start vohage Nra•·.. ep#<Ament / pc! Mil' ¥0€10, Number 01 Mi'? Wack=I / enng- p= MW *adu Outpul (ACI AC nom.ral pow¥ Ma AC appOfer pOWaf No-nal AC vollage / odius,oble AC vobage rof-9 AC grid hquer,y,· ronge 320049 4200W 4200 W 5303 W 600 V 600 V 600 V 600V 175 - 480 V 175 480 V 175 480 V 175 - 480 V l 25 V 500V 125 V . 500 V 1257 - 500V 125 ¥ 500 V 125¥/1504'125V/15OV 125 V / 150 V 125 V/150V ISA/ISA 24 A/15A 24 A / 15 A 30 A/ 13 A 2/1 3000 W 3330 W 384OW 40(low 4550 W 3000 W 3000 VA 333OVA 3840 VA 4000 VA 4550 VA 5000 VA 2OBV/*240 V/ 0 20SV/*240 V/ 0 208 V/•240 V/ .208 v/ .24OV/ • in] 2297 211 2621 V 183 - 279 V 211 -264¥ Irl 229 9 21 1 264 V 183 - 27? V 211 . 264 V 60 Hz/ 593 - 60 5 Hz 60 Hz / 593 - 603 Hz 60 Hz/ 59.3 - 505 It 30tiz/59 ] · 603 Hz Certified Innovative Powerful Flexible • Ul 172 1 crld I 69$·B compliani •Secure Pewee Supply provides •97.2% m oximurn eT,cie..cy •Two MPP Irockets pt<y,ide • InlegroiedAF-Cl :neet, ike require daytime piwer In case cf •Wide input vallage lange :lumeroes dMig,= optkru ments af NEC 201 I 69011 grid outage •Shxde monagement wit OpiiTr¤c •Exterded operaiing Global Peck I,OP tacling lemxrcure Kinge SUNNY BOY 3000TL-US/ 3800TL-US /4000TL-US/ 5000TL-US Selling new heights in residential inverler perlormonce The Sunny Boy 3COOTL·US/3800TL-US,/4000TL-US/500OTL-US :epseser.Is the next step in performance for UL ceitified inveriers Its transfor:nerless design means high efiency and reduced weight Maximum power pgoducton is der-£ved hom wide input voltage 032 operating lempera:u:e ranges. Multple MPP:rackers and OptiTTacrv Global Peak minigate Ihe effeci of shade and 041cw Fo; instllation a; chcllenging sues. The unique Secure Pow·er Supply feature covides daytime power in Ihe even; 05 a grid outage. High perla:mana. Eexible des:gn and innova:ive Fectures make -he Sunny Boy TbU5 senes f he firsl choice amcng solar professionals. ENGINCERED, IN GI·RMANY A5SEW. BlE DQ 1'4 I I·I 1.. 5A O Ma: Ct*Ot C,irrerit Power totor 100$ 91 Output phase& / Iho c,.nodior.1 Harmorics Efficiency MiD- amciancy CEC cE·ocrcy Protodian doaces 0Cdisconnocic·r. demce OCreve,%@pokxity prolodion Grourd fault mon,or„8/ Gnd morilsfng AC LIc,1 cirant pc:action AC pole scr,wke re:dual currart morit£.re ora Arc fault cirwit irjurupl (AFCI) comptior,Ja 111 1699& Ptctodion dcs / marvolago calegory Gener{,4 data Dia,ensiord (W / H / DI ir. an 10-1 DC Disconnect dknentir,•$ (w / H / DI ic cm [pr Podirg d-nsion; fA// H / DI ir: mm bri DC Disconned poet.iDE dmon:,or-5 IW / H,/ D) in mm lin] Weigh / DC Duconnectwaght podirze weighi / DC Di;cor>nec pacUY) west't Operc:ing lampofolura Fc,1, Noow amiwon (t>'pucofi 1/*ral comumpson at right Topology Coolbgcorcapl Etecircrics pmecticin rating Flatu rel 5ccuro Pcy.tr Supply Daday. grophc tricrfacci· 2&4[15/ SpeceP.ve./Wobccrrea trierfoco: Left- Wcrer.4- tO/' 15 / 20,=rs Canlitate= ard per..2 Imcre awilablo on roqucs# NOTE US ir,Mus shedk grcybds Type dosignhca Toll Free +1 888 4 SMA USA www.SMA.America.com 15A 16A 2OA 22 A 1 1 1 1 1/2 \/2 1/2 1/2 <4% ,4lk (4% <4% 96 8%97.1%96 856 97.256 968%97.2%96.8%97.116 9636 963%96%96 5%9636 96 5%96%96.516 t/tv 4990/ 519 / 165 09.3 / 20 5/7 ]1 1 87/297/190 17.4/11.7/7.51 617/ 597/266 124.3 / 23 5 / 10.53 370/ 210 / 200 114.6 /9 4/ 11 01 24 t.g (53 81/35kg (B Ibl 27 4 460 61 / 3 5 ke (8 tb] 40 -C_ 160 'C 1-40 -F .. 1140 '31 5 25 €944 :25 dBLA, <2529(N <29 dBIAI <1 W <IW <tw ciw Trarsion:narte-35 Trcrubmccles.Transfc,2,crfals Trcrdermariass CM¥@dion Convochor C,¥7. D:h©41 COINCCt'C NEMA 30 NEMA ]R MEMA 3X NEMA ]2 .... .... 0/0 O/0 0/0 0/0 O 0 0 0 ./0/0 ,/O/0 ./O/0 ./0/0 Ut 1741, Ul 1998, Ul 16991 (EEE 1547, FCC Port 15 ICkti A & BL CAN/CSA C22.2 107.1 1 58 3000TLUS 22 SB ]ECOil U&22 5B 40001lUS 22 98 500011 U5 22 SMA America, LLC 18:€:U, l uSL Ul 34.N? 1,·AA,rd L.I. lion-- 4-- i.-muot V.4%. St*]i 4.r.•,ak.0·,41 Ar.d cr I;SL..c.Jt. I p·*- 08 po,Ld, a·U..v.. delti.J nl -•Ito•i«:i•:d I m SUNNY 8OY 3000TL-US/4000TL-US/5000Tl-US Secure Power Supply RE:ill Technical Note 1 Introduction The Secure Power Supply ISPS] feature is a factory-in:talled option to the following types of inverters: • Sunny Boy 300OTL-US (SB 3000Tl-US-22) • Sunny Boy 4000TL-US (SB 4000TL-US-22} • Sunny Boy 500OTL-US (SB 5000TL-US-22] When equipp,ed with an SPS module the inverfer b capable of switching from interactive operation to standalone operation. In standolone operation Ihe inverter can supply standby power to o dedicated power outlet ilia: has been wired to the SPS module within the inverter. When sufficient sunlight is available this outlet can be used to run sma[1 appliances and charge electronic devices during prolonged ulihty power outages. 2 Code Compliance Arlicle 690 Solar Photovoitaic {PV) Systems of ANSI/NFPA 70, National Electrfcal Code® defines an interactive system as "a solar photovotaic system that operates in parallel with and may deliver power to an electrical production and distribufion network,n and a standalone system as "a solar photovoltaic system that supplies power independently of an electrical produclion and distribution network.' Sunny Boy Tl-US inverters are intended to be installed and operated primafily in utilitrinteractive systems. When equipped with the SPS module the inverter is capoble of switching from interactive operation to standalone operation to suppy power to a dedicated 120 V power outlet. Seclion 690.61 of ANSI/NFPA 70, National Electrical Code<t permits a normally inferadive system to operate as a standalone system when disconnected from the utility electrical power system. Sunny Boy TE-US inverters equipped with the SPS module comply with National Ejechica; Code® 690.61 For interactive and stand-alone operation. Section 690.10[B) of ANSI/NFPA 70, Nofional Ejectrical Code®requires overcurrent protection for conductors "between the inverter output and lhe building or structure disconneding means" in a standalone system. When installed and wired according to ihe installation manual, the SPS outlet conductors form a dedkated circuit that is isolated from other premises wiring of the building or structure. Power to the SPS outlet can only be supplied from the inverter and the inverter operates as a current hmited device. Therefore, the conductors between the inverter and tile SPS outlet should not require additional overcurrent protection. EPSCompl-US-T&en-11 I Version 1.1 ®® 2 Code Compfiance |SMA America, LLC Power distribution gild 1 PV module L==, 23:* Grid 1 detedion 1 Loads F- ,/4. Sps *. Logic 1 DC 240 Vdisconnect ' l,-) ' OV SPS oudet S PS swilc Figure 1: Inverter in utifily-interactive operation t Power di;t,ibulion gfid No grid Grid monitoring kJ discom,jij, c < ;j ' detedion I loods 4. SPS ' Logic 686 120 V 0V User must manually --lum ON (Clow] to initiate S PS ope«,sion SPS outler SPS .witch Figure 2. Inverter in standolone operalion [secure power] 2 aSComp[UNB-end I Technical Note PV module VUNCI &ASSOCIATES Structural Engineers CUENT: Professional Solar Products, Inc. 1551 S. Rose Ave., 0*nard, CA 93033 Tel: 805·486·4700 Subject Static load test results for the following: Maximum Frame Maximum Frame Load Equivalent Wind SpeedMounng System Length' On.)Width' (In.)(lbs/ftl (mph)** Roomace 65 40 50 125 TEST SETUP (as shown in attached crawingdetail): Three modules, as specified above, were bolted to 136"xl.5')(25' Professional Solar Products (PSP) patented RoofTrace support rails using an assembly of 5/16' Stainless Steel (SS) bolts, SS lock washers and proprietary PSP aluminum damps and inserts. The Rooffrac® support rail was attached to the PSP RoofTrac® structural atiachmentdevice with 3/8* SS hardware at four attachment points. The setup was attached to 2",(6" wooden rafters using 5/16' x 3,1/2- SS lag bolts. The attachmentspans consisted of 48- frontto rear with structural attachments spaced 72- on center. TEST PROCEDURE(asshown in attached drawlngdetall): The test set up was top loaded to 50 lb/fti The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. The testsetup was then inverted and loaded to simulate the uplift condition. The test set up was re-loaded to 50 lb/ft*. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and anysigns of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.313", with no permanent deformation. The maximum uplift deflection was recorded at 0.250-. with no permanent deformation. This document cerUfles the Roofrrac® mounting system used with the modules, as specified above, withstands a 50 lb/ft* static pressure load, equivalent toa wind speed of approximately 125 mph'*. The mountingsystem performed as expected. Sincerely, James R. Vinci, S.E. This en*leering report vellfiesthat Vinci & Assoclates has provided kndependent obse,vatlon for loed testing as described in tils report The results of this load test,eflect actual deflection valuesand are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does notfield check instalations orveri6 thatthe mountlngsystem Is installedas described in this en0neeringreport Toassist thebuilding Inspector In verifyingtheauthenticity of this propriatary mounting swem, a permaneondhesion, silver reflective -RoofTrace-label, asshown, is placed on at teast one of the maln support ralls or perma[Anly stampedwith 'Prof=lonal Solar Prod. Pat 6.360,491- on the (Roof#29,)undergide ofraiL 1 Structural attachment Lagboltattachmentshould belnstalled using Ule proper pilot holefbr optimum strength. A 5/16 'ag bolt requires a 3/16' pilot hole. tt Is the responsibility of the inotoller to Inoure o proper attachmantls made to the structural memberof the roof. Pal kie to securely attach b the roof structure may result in damage to equipment. pemonal Intuly of property damage. This office does notexpress an opinion as to the load bearingcharactenstics of thestructure the mounting systenvmodules am beinglnstaled on. 1CC accredited laborato¥tested structural attachments manufactured hy Professlonal Solar Products (including but not limited to Fastjack• . TileTrace, and Foamlacf) can beinterchanged with 0,18 s)stern. Checkwith local buildingdepartment or AHJ for site specific requirement, *Modules measuring within stated specifications and tested to UL1703. orequivalent, are included in this ent#neering .. Wind loadingvalues relativetodefined load values using wind load exposure (125 mph for 5/12 roof pitch or less; 100 mph for greaterthan 5/12 roof pitch) and gust factor coefficient 'exposure C' es defined M the 2009(IBC)/2010(CBC) ***Moduletested: 64.8- x 39.4- x 1.7' (sln) •***Est gnow load ratingof 25 le/ft' based on 2.0 safely factor Thousand Oaks, CA 91382 Page 1 of 2 4 720 1 3 4t Module Area = 18 ft? each >0<--1 1 -A| Approx 20' max |.-04 rhang 40' Total module (45 lbs ea.) and rail (12 lbs ea.)weight 159 lbs Numberof attachments: 4 ea Weight / attachment point 40 lbs Area:54 ff Distributed weight:2.95 IW ff 11 2.710 lbs /50 psf 1-1 U 5/16" Stainless Top Load Deflection: 0.313" Steel Hex bolt 2,710 lbs / 50 psf 511 6-Stainless Steel 4= - Lock Washer 1 0 + 1117.-11.0+Ree eU.4.T Dia i . Aluminum ProSolar Inter-Module Clamp LI LI Up lift Deflection: 0&801- Aluminum ProSotar Wl)1 - Rail nut y! , 2-1/2- Aluminum ProSolar Roofrrao® Support Rail , 3/8" Stainless Steel Hex Bolt and Flat Washer Aluminum ProSotar patented FasUack® Roof Attachmene 5/16" Stainless Steel Lag Bolt and Flat Washer tab tested structural attachments manufachred by Professional Solar Products {Including Fastlack® , TileTrac®, and FoarnJacks) can be Interchanged with thts system. Proless)onal Sokr Products Roofrrad' Patent# 6,360,491 Photovoltalc mounting system RoofTrac® V Solar Modules Static load test illustration Page 2 of 2 RT_6 Roof#ac Integrated with Fast Jack® attachments Tbe patented Roof Tme system installed witb tbe Fast Jack' r,t, A #4360,491 attacbment method provides an ideal solution for installations The Original "Top-Down" PV Mounting System.where a Jlasbing is desired. Tbe Fast Jack" is also Ibe solar industries preferred metbod of attachment for new construction roofs it Roof Trac® U Fast Jack- protected under Patent #6,360,491 9 Other patents pending. Tile Trac® protected under Patent #5,646,029. r 11 1-21 Tbe Fast Jack- attacbment provides a quick and stmng installation solution. Our palented design places Ibe bolt directly under the stancbion post where it provides tbe most support. Tbisfea. ture allows standard roofjlasbings to lay jlat on tbe roof deck. The removable post allows.flasbings to be slipped over the base witbout damaging surrounding coniposi- tion sbingles. Illustraled above is bow Ibe Fast Jacr altacbment seamlessly integrates witb fbe Roof Trac™ mounting sysfem. All allacbment hardware is concealed wilbin Ibe support rail leaving an aestbellcally pleasing solar array. e» Splice Kit Tbe splice kit provides a solution to rigidly lock multiple rail sets together. Tbe splice kit bas a feature tbat allows for tber- mal expansion/contraction of tbe rails without damaging tbe roof-low r 17 r professional (800) 84-SOLAR SOLAR (805) 383-0802-fax 4630 Calle Quetzal productsE Camanllo, CA 93019 For more information volt can visit its on tbe web at www.Roofltac.com . t E-Series -Patent #6,360,491 G.1, .!*auladed lial"IME,/A.mis/"IM"'llk'k/ / 1 t&:propeny,colinIasningllf= S'%01 S e rall/r Z///ill pc rit - - -d...Rha.seat -Do ot 1 Laboratory Tested 36001bs Vertical Pullout Flashable Roof Stanchion The patented design of the FastJack® E-Series is the most efficient and cost-effective product of it's kind. The FastJack® E-series has been laboratory tested to 3,600 pounds of vertical pullout strength using a single Stainless Steel lag bolt (included). Product constructed of only high-quality solid Aluminum and Stainless Steel for corrosion resistance and high strength. Two Sizes Available FastJack® FJE-300-18 For Oatey® style flashings Steps 4-6 for Oatef flashings only 4 5 Temporarily hold post in place by itigmml inserting upwards into Ilashing S.EW 3" High Part# FJE-300-18 For low profile installations using Oatey flashings (for composition shingle roofs) 4-1/2" High Part# FJE-450-18 For installations using standard flashings (for composition & fiat roofs) FastJack® FJE-450-18 For standard height flashings s Ing in os4 ten 'ost orli 16:iilillill"Ill"illi / Steps 7-9 for standard metal flashings only The FasUack® design is covered under Pat. 4,360,491. 'Side lateral pulkout of 1,360 lbs. Proprietary base grooves grip roof surface to prevent turning All FasUack® attachments are sold in heavy duty redoseable boxes which allow for easy storage and handling. P/N: FJE-300-18 (3") or FJE-450-18 (4-1/21 k Box includes: /(18) 1' Solid Aluminum Posts (18) 1-1/2"Aluminum Bases (18) 3/8" x 3/4" SS Bolts A (18) 3/8" SS Flat Washers (18) 5/16' x 3-1/2' SS Lag bolts (18) 5/16" SS Flat Washers USED FOR MOUNTING: · Photovollaic Solar Panels · Solar Thermal Panels · Communication Equipment · Virtually anything needing structural attachment to a roof! professional SOLAR 6,rc,-(Wucias4;2f, (805) 486-4700 (805) 486-4799-fax 1551 S. Rose Ave. Oxnard, CA 93033 I te:lu more i n.to on olir rwebsite at: quququ.prosolar.coin Commercial FasUack® E-Series (single lag bolt design) also available. Tested to 4,050 lbs. See back for details. Benefits of the FastJack® • Removable post makes installation on existing roofs quick and easy as flashing can be installed with no post obstruction (see illustration to the right) · Patented design locates the lag bolt directly below the stanchion, providing superior strength values · Precision machined from aluminum, no welds to corrode or break · Significantly lighter than steel for installer convenience and reduced shipping costs · Base design works with all standard roof fiashings Email usfor, more information prosolar@prosolancom Easy installation of flashings on existing roof-topsSee reverse for Installat:on theofy /77 11 Standard & Oatey®11 Flashings slip over the base and under the delicate shingle ro post The post can 1 be installed through the Accessories 4\ Flashing C /-7 7 Template Makes cutting in flashing easy and accurate. Available in two sizes for Oatey® 2 ,j (Part# TEMP-OAT) shown and standard I metal flashings part# TEMP-STD). top of the flashing 952 Commercial FastJack® E-series Lab tested to 4,050 lbs vertical pullour 'Using 3/8- x 4' SS lag bolt (not induded). 1,875 side axial pul!out. Two Sizes Available 4" High Part# CFJE-400-18 Post top threaded for standard 3/8- bolt, 20 round base, accepts 3/8' lag bolt 6" High Part# CFJE-600-18 Post top threaded for standard 3/8" boll, 2' round base, accepts 3/8" lag bolt Box indudes: (18) 1-1/40 Solid Aluminum Posts - (18) 2'Aluminum Bases Drill Guide -Clear Flashing *Ellus*f Black Flashing Helps ensure proper Low profile, UPC, Low profile, UPC, pilot hole drilling.NES 653 approved.NES 653 approved. Includes both drill Color: clear Color: black guides for FJE (Part# OAT-SF)(Part# OAT-SF-B) (3/161 and CFJE (1/41 product lines. (Part# FJ-DRILL) © Professional Solar Products. Inc. May 2008.© Professional Solar Products, Inc. May 2008. FastJack® is a registered trademark and covered under Pat.#6,360,491 .. j 8-3,- )9372 5 2 & rd 3Leell© 1 071-1 t It - .