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10180987_3521 W. KENT - Plan (2)
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Blda.App.Worksheet''' PROJECT ADDRESS: g,2- 1 W, K.:p rt SUITE:SAPIN #1 0 1 &09 8-7 USE OF BUILDING: ENTI COMMERCIAL- INDUSTRIAL OTHER MASTERID# NATURE 0F W0RK: NEW ADD ALTEIVT. I.DEM0 RER00F REPAIR SIGN e so kr fbi NF.W/ADDITION/Al TFRATION: 1ST FL..SF 2ND FL.. SF TOTALOF OTHER Fla SF GARAGE/CARPORT: SF JOB DESCARIPTION (noll-residential projg BASEMENT: YESlNO SF NO. OF STORIES: PATIO/ENCL. PATIO:SF BLDG. HEIGHT: RES. REMODEL: SF PROPOSED USE: ALTER/T. I.:SF :ts seg reverse side of thib application) :© lar·PU syslh. 6,7_9+AvIn + 2/27* f}lg,in 12?nd CA FG< BUILDING OWNER'S NAME: Th h 4099 PHONE NO ADDRESS:3521 \P. kert TENANTS NAME (Comm/Ind): CONTRACTOR'S NAME:<-boLrmAx ADDRESS:027 121-1 54 WORKERS COMP. POLICY#:EXP. DATE- -7/7Z6637 4-L-14 ARCHITECT/ENGINEER· ADDRESS: CITY:,- ._ A De,A I Q A IP STATE CONTR. #: 972-049 CITY:4 A W INSURANG# COPANY t-'egeer I STATE LICENSE#: CITY: STATE:31,4 ZI'l»-9-,utt 6 14'T \ PHONE NO: LICENSEi CLASS:PHONE NO: CLA 951 -30 -0763 STATE:(32< ZIP.929-7 SANTA ANA BUS. LIC. #: PHONE NO: STATE:ZIP CONTACT NAME:Fr tan 5 IA)294€V PHONE NO:95) -3(27-0169 E-MAIL ADDRESS: Ot-1 Can-5 () S» 1/5 r rrw,x--gch, Com OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #NIA P/C FEE PD $ TYPE OF CONSTR:VALUATION: $15,79)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 OKTOCHECK& DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: 041 i PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage El Awnings U Canopy U Card readers C Ceiling work 2 Change of occupancy (use) U Disabled accessible (H/C) restrooms Cl Dust collector U Elevator shaft E Exterior doors or windows D Equipment pads U Interior demo U Kitchen equipment E Partition walls U Rated corridors U Rated shafts U Roof mounted equipment U Security bars U Screening for equipment O Skylights U Stairs U Storefront/facade improvements U Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall 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 7 - m F7 - FT FT F7 F7 F7 Fl F7 Fl F7 F7 F7 CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRFRS· , 521 \A/Kea- TRACKING #:l© I F© 9 77 20/5-390 DATE:8-2749 FOR PLANCHECK STATUS CALL (714) 647-5800 El FARF INITIA! FACH ITEM RFI (WY I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this. fee is not refundable once a plancheck has commenced. L_ 2.I understand that I may request an "Acceierated Plancheck" ht an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. understand that the project valuation (from which plancheck and permit fees are calculated) wil[ be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulatibns. I understand that I shall submit separate plans, applications and plancheck fees for the following when plan check is required: 1 5. a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets I understand that I shall visit the Public Works Department to verify whether a field inspection of the property is required. I understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, 0r added bedrooms, or exceeds 500 sq.ft. AARFFI-) TO BY APPI OR AGENT Applicant's Signature U) L Print Name juit€Q 01»¥.Address 3026 ls+A -90IC ·R i \Ers),Oe. 92-507 Telephone Number<96-*23-0-149 Fax FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1.k-Planning Department 20-Public WQrks Agency 32--Fire Departmemt 4,+Police Department 5,2-School District 68& Health Department PERMITTECHNICIAN Form 58: 3-26-04 7#61-itle 24 (Energy ) 8* Title 24 (Disabled Access) 9.Mikoof Mounted Equip. 10.-SList of Subcontr. 11.-MI13ldg. Pmt. Info. 12.-K-Bummary of Appr. Reg. 13._5FY Information M-4-lf. f *Avud-el. 14._Mtonstr. Act. Reg. 15/Res. Dev. Fees 16*SMIP 17*:-Microfilming 18.-Ktonst. Debris Recyc. 191+FCWP Surcharge 20 LOA/Owner-Builder Vet. h (N) INVERTER - r 60'-8" (N) ·2008 MAIN- i SERVICE PANEL r- 12'-3" PROPERTY - & METER LINE HOUSE 103'-7"22-- (N) SOA AC-i.·,. 7,;*· · ..1- :.- .- .fr :Ra.: livinc 4,JM•12 DISCONNECT 01) ITRON -VICINITY MAP i-&83 METER .98/9 L LI C_-L 03,>¥YRia:* -9192 10\181\ £\ z 13 0 NO. 3569*rE| 8 \ . .1 D.9-30_ -:·RIAE>* c> :34HL·.h - · ·' 'DRIVEWAY ,hu@ 1,1 J 11: 1:!:\.ge LEGEND mIM NEW lili I:1 SOLAR Wlitil MODULES 60'-8" F 0 1- c Z Z I Z < lf} 0 VliNV_I SITE PLAN SCALE: 1/20 - 1 W. KENT NOIES 1. 1 HIS PROJECT SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE WHICH INCLUDES IHE 2012 IBC. IRC. 2012 UMC AND UPC. AND THE 2013 CEC AND TllLE 24 ENERGY. 2. THE ROOF MODULES WIll NOT COVER ANY PLLIMBING OR MiD IANICAL VENTS. 3. THIS IS A 6.25kW SOLAR lEi-EC'iRIC PRO.JECT USING (25) SMX CAPI-IAL SUX25(P, 250 WAIT MODULES: (16) MODULES AT AN AZIMUTH OF 180· (0) MODULES AT AN AZIMUTH OF 270 4. 1 HIS SYSTEM USES U ) POWER-ONE: PVI-5000-OUTD-US INVERTER. 5. THIS SYS rEM IS ON A COMP SHINGLE ROOF AT Alr PITCH. 6. THIS IS A TWO STORY HOUSE. Issue Dote 3-13-2014 Drowing SITE PLAN Sheet No. PV-1 41224 (479 i LEGEND - ROOF OUTLINE mo O ROOF VENT/MECHANICAL • PV STANDOFF / PENETRATION | SOLAR,MODULE ----- CONDUIT (14) 2OOA MAIN SERVICE PANEL n\\\\1 /& METER (N) 6OA AC DISCONNECT P NOTES: 1. SOLAR MODULES ARE SMX CAPITAL: SMX250P. 2. MODULES MEASURE 39.0" x 64.6" X 1.97". 3. ARRAY WEIGHT IS LESS 11 IAN 4LB/SQ.FT (N) ITRON - METER (N) INVERTER (N) CONDUIT RUN ON - ROOF BETWEEN FROM J-BOX, PENETRATES EAVE AT WEST WALL, RUN ON 1 EXTER'OR: WALL TO DC, DISCONNECT AT (N) INVER1ER - 14'-10" /1 0, 1 / 11 44 1 h ro Issue Date 3-13-2014 Drowing ROOF PLAN ROOF PLAN -9'-10" SCALE: 1/8' = 1'L 31 GAB,46se. I >,3*t-4 - f¢3330 Sheet No. PV-2 29'-9" 3'-4" 16'-6' b b i No. 356 J 1 A 1 LEGEND NOTES: 1. SOLAR MODULES ARE SMX CAPITAL.: SMX25OP.- ROOF OUTLINE 2. MODULES MEASURE :W.0" X 64.6" X 1.97". = O ROOF VENT/MECHANICAL 3. ARRAY WEIGHT IS LESS THAN 4:LB/SQ.FT • PV: STANDOFF / PENERATION SOLAR MODULE RAIUNG Sols, ,#ESSiONAL wigam V 1:138# 1Wi,1 lila,6 4Zofx 1'-4." --40\9>\35*VE g -1-F- 1.-3./32 6 0 AWEem 3 112" 3 - 6, 40 -\0 V < No. 35693 cSA :0 1.1 4 Lk I : 4 idi ....9-30,- /.i 1 J _ T PROSOLAR RAIL,WODULE CLAUP &--BOLT - UNISTRUT 1 Z ,// RAIL SOLAR MODULE 36" SS JAM NUT T |/ o Ill<MeI-PRO-SOLAR Z 5< ''/ f ''izPROSOLAR RAIL (WEST ARRAY -(E) COMP SHINGLE «la: -I UTILIZES A LAYER OF STRUT Z 1 1 BETWEEN Al l'ACHMENT AND RAIL n-,r-·.-_ <c U] Nn1 1 11 -1 2 1/2" PLYWOOD 1 24 DECRING QBLQCK. CLASSIC,----4---4 A360.1 CAST AL. MILL- 1 1q ) -- -i -4- i -*t 9 T -4--7- -5/16"x 6" 18-8 SS HANGER BOLT _Issue 'Date 3-13-2014- 40-5. LL / (/2-(.l y ARR,AY DETAIL SCALE: 1/F = 1'-0' . 6,1 2*6-24'| !0C -' L i 0 4<v 1 -1 ATTACHMENT DETAIL ; SCALE: 3' =• 1'--0' Drawing ARRAY DETAILS Sheet No. PV-3 DESIGN DATA T&W Consultine Enoineers. 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 OFLOS ANGELES BUILDING CODE 2. MATERIAL STRENGTH CONCRETE: Fc' = 2,500 PSI @ 28 DAYS CONCRETE REBAR: ASTM A615 GRADE 40 Fy = 40,000 PSI STEEL: STRUCTURAL 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 MASONRY: CONCRETE BLOCK ASTM C90 Fll = 1500 PSI NO INSPECTION REQUIRED 3. SOIL REPORT: fs' = 1,500 PSF/ OR SEE SOILS REPORT 4. LATERAL ANALYSIS: A. SEISMIC LOAD v =CB SEE ATTACHED. 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 B. WIND LOAD (SIMPLIFIED PROCEDURE) MAIN WIND-FORCE RESISTING SYSTEM Ps = AK.3#'330 (MINIMUM = 10 ps© SIMPLIFIED DESIGN WIND PRESSURE FOR EXPOSURE "C" h = 30 FT. '1 tomph I = 1.0 FROM FIG. 6-2 Cl V \ 0 Kit = 1.0 2 : ADJUSTMENT FACTOR PER FIG. 6-2 COMPONENT AND CLADDING Pner AK -1 IPnet3O 6¥[INIMUM POSITIVE +10 psf, NEGATIVE -10 psf) Materiat Weights : TAW Consulting Engineers. INC 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 Prdducts Cork 0.7 Fsf TJI 35>: JoisCEries 2.8 to 4.0Refer to local building code for live load Gold bohd 1.5 psf - lbs./LE. des'ign requirements.Til 55 Joist S eries 4.5 to &3 Ibsi/LEStyrofoam0.2 psf. - - Foamglass 0.8 psf U. UIX Truss 3.75 to 4.25 lbs./LE 45 to &25 lbs./L. RRigid fiberglas 1.5 psi 2!w TJ/60 Truss 4.75 to 5.7755 lbs.LEComposition Roofing 2-15:lb. and 1-90 lb.1.7 psf TJM Tmss 8 109 lbs./L.F. 3-15 and 1-90 lb.2.2 Psl Roll or Batt Insulation TJH Truss 10 to 12 lbs./L. F. 3-ply and gravel 5.6 psf (1" thick) 0.2 psiRock wool 4-ply a:nd gravel 6.0 psf Glass wool (1" thick) 0.1 psf Fir Framing Members5-ply and gravel 6.5 psf ALPOL (1." thick) 0.1 psiIRMA (Insulated Roof Nommal Joist SpacingSize 121 16 247Membrane Assembly) 2"1'3.0 ps£ Single-ply roofs (losulation not included)44 1.4 psf 1.1 psi 0.7 ps·f Baillasted system 13.0 Fsf Flbors -2](6 2-2 psf 1.7 psi 1.1 psf Me:hanically fastened 2.0:psf HardwGod (Nominal 11 4.0 psf 23[8 2-9 psf 2.2 psf 1.5 psi Fully adhered 2;.0 psf.. concgete (1"thick):b[10 3.7 psi:28 psi 1.9 psf Regula:r 12.Opst ZX12 4.4 ?st 33· psi 2-2:psf Lightweight 6..0 to 10.0 pst. 3](6 2.4 pIf Linoleum or soft tile 1.5 psfFir Sheathing 4*6 5.0 pifW' ceramic or quarry tile 10.0: psf(Based on 36 pcf) 4](8 6.B:pifGYP-CRETE (A")6.5 psf.66" plywood 1.1 pef ...3 4x10 8.6 pif 1.40" plywood 1.5:psf 4x12 10.4 Pif36" plywood 1.8 osf I 31" plywood 2.3 psf Ceilings 114" ph,wood 3-4 psf Acoustical fiber tile 1.0 psf Weight of Sprinkler Systems1" she athing 2.3 psf 34" gypsurn board 2-2 psy 2" decking 4.3 psf %" gypsum board 2.8 psi Fpe Dry (plt) Ret(pm Dry {*1) Wet tpil;Size o: Schedule'41: Std- Pipe Schedule 1 0. Thin Watt a decking 7.0 psf Plaster (1" thick)8.0 psi 1" 1.7 214" decking 9.3 psf Metal suspension system (including tile)1.8 psf 1'4" 23 3.0 lyz" 2-7 36Wood suspension system (including tile)2.5 psf r 3.7 52 27 3.8Miscellaneous Decking Materials 5.8' 7.9 35 5-9L',2Poured gypsum (1" thick) 6.5 psf r 7.6 10.8 4.3 8.0Vermiculite concrete (1" thick) 2.6 psf Corrucated galvanized steel ,314" 92 13.5 5.0 112 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 r 19-2 31.7 9.3 26-2 24 ga. 8" 28.6 50.8 16.9 40.11.3 psf Asphalt shingles 2.5 psf - 10" 40.5 74.6Wood shingles 2.Opsf --- Cia:y tile 9.0 to 14.0 psf . Note: When accumulating total dead load we strongly urge you to use a minimum of 1.5 osf for miscellar,eous· wiin andeao loacs. 0 TRUS JOIST CORPORAnON a division of TJ ilnternational P.O. Box 60 Boise, Idaho 83707 208/375-4450 l I &_W..CiONSULTING-ENGINEER¥, iNL. 1168 N. San Gabriel Blvd., #N Job: Rosemead, CA. 91770 By: Tel: (626) 288-0708 Date: / /20 Email:, tweng[.sl168(@gmail.com Sheet #: (2013 CALIFORNIA BUILDING CODE) EXIST°G ROOF LOADJG (AS BUILT)SOLAR- PANEL D.L.SIZE: #/S:Q.FItSHINGLE ROOF'G 2.2 32% 60% A =/ 7,6-3„w. M" PLYWD SHT'G 1.5 (b) 2X 6 €,24· 4,4 /S»piNG-HU$*cAA A / /40(p MISC 'p 7 WEIGHT:101% N83*41*1 D.L.=5,5* t- 3:tcj L.L. = 20.0 #/sepT. T.L. = 9 *,84$ 1 W 1-= alo//01;44 5*44 po.920 -0 1 29 -»34 4 AVEA =(5,5-1-&°+200) x 54= 5-7-yf ¢4.9 9-41429-(0:·o)=e:f 3 *41/2 *lAU. $*f I a!4 20- / DE G#q &;F 7 &314 V 9 541*Arw =- 232£" 3 Ok' T 0) 41 * 42 19*A C.Ad CARK¥ Sot« /*a SECTION 3403230+6-08+0 pb,zi<39*'1,50= r yii,f 4 RB+- Gth BL (-3.;sys) A /ABS=//.71¢ZZ/' /-7(46,# r T&W Consulting Engineers. INC 1168 N. San Gabriel Blvd., #N Rosemead, CA 91770 -'.Coth A.bnent..4·6.1Ad-IngN/lit.diP-rNMZI)r.44·peT.--4-5.¢-5:7-05:-i#@lit¥8:g.4.2:2.3..... i·- Pher= A x 4 xi x Pne:30 = 1:0 1.0. 1.0 A Fig- 6-2, Exposure B a=3.00 Ft ** Min. Figure 6-3- Roof Slope = 7 -27 degrees (Page 42.) V = - 85 MPH (Basic Wind Speed) Ae#sct = 17.26 SF (area of each panel. Using 37.99' x 65.4:3"/144) -y liE. 2274t .76(Nbt. 0 , .· 4.fl-£,a ti: ·- .IESE.1·1*.4%,%,§*Li'ir.-Sa-eikaga.4'1,14&474'-,f-':-.39 ':, · , 1 t.- 39¢fft-- ,f tfgj# .?·1 487((E,4¢4*es-fif< 5 < 9--·tt4·.* z: -'1 .-9451;t:-·zil..9).547'Effiff 26 ceJL€NJps#JE- >·· *soo= *' Calculate *a'.for least horlzontai >30' Apply wind uplift design loads by roof wind zone to the rafter/truss with mast stanchions/greatest wind load. ,Uplift at each.¢ltanchion/Anchor r O.SOL)4 1 h/7- / \ * Resistl ng DL* Resilng Di_* / 1 / Truss* i .N V f pt1 Uptift Reaction *Resisting DL ·Uplift Reaction A 11Uplift each Stanchion/Anchor -Bl - 1/1 Ridge Board Uplift Reaction P.d *Resisting DL*Resisting DL Rafters -rv a Uplift Reactipn Upllf:t Reaction G:\ES'8&511 P.LANGHECKForms & HandoutAPholovoltaic on SFD Roof - Basic Submittal Requirements.doc f Page 2 of 3 T&W Consulting Engineers. INC 1168 N. San Gabriel Blvd., #N 65.12.2.2 Low-Rise Buildihg Velocity pressure qz = .00256 1% KE'Kcs \F iIi (6-15)Rosemead, CA 91770 Kn:= 1.12 lid= 0.85 V = 110 4-= 1.00 atimean roof high h= 9 Kh = 0.85 Exp=C T-6-3 Roofangle e = 18.4 P I qhf(Gtpi) - (Gepi)]0- 1 8) 0 = 25.01 latemal Pressure Coef (GC,) =1 0.1:8 Endosed Building Figure 6-5 22= 6.0'ft Load Direction Trans, Long Trans Long Figure 6-10 MWFRS Method 2 Building Surface 1 2 3 4 56 lE ZE aE *E GOP,0.52 -0:69 -0.47 -0.42 -0.45 -0,45 0.18 -1.07 -0.67 -062 GCpt 0.40 -0569 -0.37 -0.29 -0.45 -045 0.61 -1.07 -0.53 -0.43 qh(G¢0 + Gepi)17.42 -12.76 -7.22 -5t89 -6.75 -6:75 24.02 -22.26 -12.34 -10.96 qh(6Cpf -Gc@ 8.42 -21.76 -16.22 -14.89 -15.74 -1576 15.01 -31.27 -21.34 -19,96 qh(GCP! + Gs/1:4.5.1 -12.Z6 -4.75 -2.75 -5.75 -6.75 19::76 -22.26 -8.75 -6.25 qh(GC:f - Gcp,)5.50 -21.76 -13.76 -11.76 -15:76 -1·5.76 10.76 -51.27 -17.76 -18.26 6.5.12.4COMPONENTS AND CLADDING 6.5.12.4.1 Low-rise building and building with h 5 60ft Velocir,· pressure oc= .00256 Kz Kr K= 1/3 Iw '(6-15) Km= 1.12 1<d = 0.85 V = 110: Iw= 1.00qz= 29.43 Kzat mean:roof high h =9.Oft OK K- = 0.85 Exp= C velocity at; mean roof height, 0, = 25.01 P I qh(Grp:- GC,i)(6-22) -GC = -1.1 :Figure 6.11 through 6-16External pressure + GC = 1P Internal pressure: Gpi =i 0.18 Endosed Building Figurei6-5 p =25.01[1 -(20.18)] psT 25.01[-1.1 - tiO.18)] psf p = 25.51 psf psi -32.01 psf psf 6.5.12.4.2 Building with h > 60ft /,00 NG-H443.at mean roof high h =9.0 it Provision of ASCE 6 5.12.4.1 shall be use K qz- 29.43 K.rr, / p = q(GCp) - q,(GC.) Z=0 K, = 0.85 qa - 25.01 qz = 25.01 External pressure, + Gap = :1 -GCp= -1.1 Figure 6-17 Internal pressure, Gpi =2 0.1'8 Endosed Building Figure 6-5 Windward wall. q =qz= 25.01 qi = qh =25.01 p= 25.01(1)-25.01(20.1'8)25.01(-1.1 ) - 25.01(20.18) = 25.01 *4.·50 psf -27.51 +4.50 psT = 29.51 psf -32.01 w Leeward wall, side wall and roof evaluated at height h Ch = 25.01 qi :: qI-, = 25.01 = 25.01(1*25.0.1:(20.18) 25.01(-1.1) -25.01(20.18) = 25.01 54.50 psE -27.51 +4.50 psF = 29.51 psE -32.01. M 6.5.15, Design Wind Load on Others Structures F = clz G C, Af (6-27) qz= -002561, Kn K,i \/21 (6-15) Ht z at the centroid of area Af = 9 ft Exp = c Exposure coemcient KE = 0.85 6.5.6.6, T-6-3 for MA/FR Topdgraphy factor Kzt:= 1.00 6.5.7.2 Table 6-4 Wind Speed V = 110 mph Importance factori'w= 1.00 Table 6-1 qz = 22.38 psf Gust Effect factor G = 0.85:6.5.8 Force coeff Ci = 1.31 Figure 6-21 through 6-23 Design wind pressure, F/A = 24.92 psf T & W CONSULTING ENGINEERS. INC. V -3 - b»f-t f-IP = )34 3>/ <pSQ'f?frs = 4112 41 / .1-ldi 6- %30.*45 - 51 2'0% /8 Gufttrt 570 *t> /4 33 1168 N. San Gabriel Blvd.. #N Job: Rosemead, CA. 91770 By: Tel: (626) 288-0708 Date Einail: twengrsl168@gmail,com Shee LATERAL (2013 CALIFORN-IA BUILDING CODE) 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. hk 6-F <36}+A t>*Al'ELS 14- 1499--\-\5 = 149'f,f c> slfe€ 34% 4 0 7x€977J- =39€7 9 =307 / / 2-64/40& SEISMIC PER C.B.C. SECTION 3403.4 f b,11 'f n El- . .= dr, 0/10 < /0. ¢>fl 7 1 4-6,# 1 21/A O.K. USE 5/16"0 X3 14"LONG STAINLESS STEEL LAG SCREW WITH MIN. 1 M" EMBED TO EXIST' G ROOF MEMBER. CANRESIST WIND UPLIFT FORCE. VALL= 274 X 1.5 = 412 > 3€j} P DA : / / 20 t #: 4-30 - egr 1 ,Sl*T * REGIS eki,4-£;a·z,··-=fiRREx'VasE#-94'.*112-4;,:,·e€.4h=22·1-:T mbLf&135/Re/%#RQFLF<TRmir-TF-m-- --*¥964* ·1;*3 i=t:41 +SAJ 11-2 With;drawal Design Values 11.2,1 Lag Screws I].2.1.1 The withdrawal design values, in lbs.lin. of penerration, for a single lag screw inserted in side grain: with the lag screw axik perpendicular ro the wood fibers, shall be dearmined from Table ] 1.24 or Equation 1 J .2-1, within the range 01 specific gravilies and screw diameters Eiver] in Table 11.2A. Tebulated nominal design values, W, shall be multiplied by all applicable adjustment factors (see Table 10.3. ]) ro obrain allowable design values, W'. 'W=1800&3/203/aR.2-1) , 11.2.]·-2 When lag screws are loaded-in wittldrawa] from end grain. nominal withdrawal design values: W, shall bt multiplied by the end grain factor, Ceg = 0.75. 1 ].2.1.3 When lag screws are loaded li] withd,awal, the allowable tensile strength ofths lag Screw ar the net (r6O1) Section shal] noT be exceeded (se= 10.2.3). Table 11.2*Lag Screw Withdrawal Design Values (W)1 Tabulated Mithdrawal design values (W) are in.pounds per inch ofthread penetration into side grain of main member. Length of thread penetration in, maini maniber shall not include the length of the tapered tip (see Appendix L). Specific Gravity Lag Screw Uinfhreaded Shank Diameter. D G 1/4" ' 5/16'8 3/8" |; 7/16" 1/2" 578"3/4" 778" , 1" 1-1/8" 1-1/4" 0.73 - ; 397 469 538 :604 668 789 905 - 10'16 ]123 1226 '1327 0171 381 450 f .51'6 -579 ? 640 / 757 868 . 974 1077 .1·176 ·1273 0.58 422 484 ·543 600 709 813 913 1009 1-103 1193 0.67 349 413 . 473 531 58;7 694 796 . 893 987 . 1078 11.67 0.58 281 '332 381 428 473 559 641 719 795 . 869 940 0.55 260,307. 352'395 . ·427 316 - 592 664 734 ' .802 : 868 0.51 232 274 .314 353 390 461,528' ' 593 , 656 .71-6 775 0.50 .225 266 -' 205 : 342 378 - 447 7 513 576 - 636 695 752 9249' i 218 ' 258 1 296 3,32 367 . 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 T 86 220 252 283 ' 312 369 - 423 475 325 574 621 0.43 179 f 212 243 ' 273 302 357 · 409 459 508 554 600 :0.42 173 · 205 235 ' .264 291 ,· 144 3%443 490 535''579 0.41 167 198 226 254 281 332. ' 381 428 - 47.3 516 559 0-40 161 -' 19.0 218 245 -211 320 ' 367 412 - 455 497 ' 538 0.39 155 F83 210 236 '26]308 353 397 438 · 429 518 0.38 149 17.6 202 227 251 296 340 381 422 461 49.8 0.3.7 143 169 194 218 241 285 326 367 405 443 479 0.36 137 163 186 209 231 273 313 352 389 425 460 0.35 132 156 179 200 222 262 300 337 313 407 44] 0.31 110 ]30 149 167 185 218 250 281 311 339 i 367 1. Tabulated wkhdrawal design values (V.5 for lag screw connenions shali be muhiplied by. al] app!icablh adjustment faciors (sed Table 10.3.11 AMERICAKWOODCOUNDL '1: 44 4 --_ N -1-2- .6 ' 1 -. -ARCHITEC-i--t -·, >F.-SillUCr.iItA[Mt.,3,. -, -<·' - 2 - T 2? r ACCEPTED FO2*€*STRUCTION/i Ai,€-d,<9:tf -·,· 11 -- (N) 20OA MAIN - • ,FE' : £90•6-0,2 ..-9.:AI *,1,·gkGANCAL, PLCLf,8214'SERVICE PANEL 12'-3"PROPERTY IL ;Thig sat or pians and specified '' 'll....Ih.1.... dc METER LINE at ali times ind it is unlat'fui·-u·.-malce any cliangpi of . _ :1:· l I %*C<¥1 'v'i ,.: wAi--A F® CONS (N) 60A AC a.iterations on same withouij,j,vitten:apermption'- frd-m=lher-- - DISCONNECT ;City of Santa Ana. r. 7 : 0 T >,-11- C" C. 1.34L - .- i •· --222•i The acceptance of this plan ah,d spicificationisilk-lid.-N-cjf -- £L*,la¢*11; & ME I be held to permit nor be an approval of the violation of any VICINITY @i@,iii;ations m (N) ITRON -//-7 O 0 provisions of ANY City Ordinance or State Law. METER at all liM Ar EAM i# i U 14(Kaw W CD& Accepted By, f « _0 n,AR O-3 - ' /Sity of Sinw.....-(N) INVERTER - titeratiO{lid)W ipmle. ,< Ut writte[ HOUSE CITYOFSANA ANL , 0 2- r- 114 -5* Date Issued .....=-.-.-.--A-rovists of ANY City Orcilance or *.43&4%11881[GAL.REANs i j V 26.965- /a ' PERMIT TYPE·:<-BLDWLECT PLB' 3 2 MECH GRADING - PERMIT#o \Roq€-1 OCC. GROUR ra CONSTR.TYPE \&2> CODE EDITION (80' r 3 -613 FLOOD ZONE -=-=7: Fl o :h' 29·12·. DRIVEWAY LEGENC Mi Fit ·4'=14 NECEIVE -1-11 L ci· A. APPROVED MAR 27 2014 PLANNING DIVISION City of Santa Ana MASTER I.D. -1©KH -\\141\ G.P L 11-Zone 9-\ PLANNER L- 5 o ·rb -DATE 3/,7 /14 30# NEW| SOLAR J MODULESTRANSFERRED BY DATE \Ccepto j By - Oate H imed --=1 - CD ,-g Z Z O W< I B <C- I z Z G< R< 1- Z U.)60'-8" FLOOD ZONE CERTIE REQ'D YES N'h MICROFILM YES Ic W. K,EN T.-92'ANTBARRIERROOF=YES-blf RESIDENTIAL DEV. FEE YES <Nt SCHOOL DISTRICT MEs \09/ SIT SCALE E PLAN : 1/20" = 1' PLANNING INSPECTION REQUIRED: ROUGH FINAL NONE ? NAME (714) - RETAIN PLANS FOR FUTURE REVISIONS. SUBJECT TO ITEMS CHECKED AND CONDITIONS BELOW: O INTERIOR TI ONLY O NO EXTER!OR ALTERATIONS/MODIFICATIONS O ALL MATERIALS TO MATCH EXISTING O SCREENiNG REQLHRED O SUBMIT LANDSCAPE PLANS CONDITIONS: Te \0< c>AA ¥11 W ?0/106\ fEE NOT 1:. 2. 3. 4. 5. 6. 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. THE ROOF MODULES WILL NOT COVER ANY PLUMBING OR MECHANICAL VENTS. THIS IS A 6.25kW SOLAR ELECTRIC PROJECT USING (25) SMX CAPITAL:Issue Date SMX250P, 250 WATT MODULES;3-13-2014 (16) MODULES AT AN AZIMUTH OF 180' (9) MODULES AT AN AZIMUTH OF 270'Drawing SITETHIS SYSTEM USES (1) POWER:-ONE:PLANPVI-6000-OUTD-US INVERTER. THIS SYSTEM IS ON A COMP FSHINGLE ROOF Sheet No. AT A 17' PITCH. THIS IS A TWO STORY HOUSE.PV-1 i LEGEND - RQOF OUTLINE M O ROOF VENT/MECHANICAL- • PV STANDOFF / PENETRATION SOLAR MODULE (N) 200A :MAIN - SERVICE PANEL & METER (N) 60A AC DISCONNECT ---- CONDUIT NOTES: 1. SOLAR MODULES ARE SMX CAPITAL: SMX250P 2. MODULES MEASURE 39.0" X 64.6" X 1.97". 3. ARRAY WEIGHT IS LESS THAN 4LB/SQ.FT (N) ITRON - /Im METER ' i \(hi) INVERTER 1 UCTU fRUC EQUIR JHAN!•2 >- N Q tri-T; 5(N) CONDUIT RUN ON 1 - ,O -0 0 -f ist be h € 05 0 91 0!No ,ake an, ROOF BETWEEN FROM J Li.1 D t' (Ok21 OZO<CNI I J-BOX, PENETRATES EAVE M Id rok [O 0 AT WEST WALL, RUN ON I 1, EXTERIOR WALL TO DC cificatior DISCONNECT AT (N)I of the t INVERTER I Slate La· 1 ANA h '41- 4'-10-29'-9" 3' 16'-6"9'-10" - 4 0 b 0 C\1 U-j ro 1-,O L „0 L ONOH HNVC W. KENT +02'6 43 -VNV V.1O 0 9'-10" · Lsswe Date 3-13-2014 Drawing ROOF PLAN ROOF PLAN Sheet No. SCALE: 1/87 = 1'PV-2 --- SolliihjLEGENDN:OTES: - ROOF OUTLINE 1. SOLAR MODULES ARE SMX CAPITAL: SMX25OP. 2. MODULES MEASURE 39.0" X 64.6" * 1.97" = O ROOF VENT/MECHANICAL:3. ARRAY WEIGHT IS LESS THAN 4LB/SQ. FT • PV STANDOFF / PENETRATION SOLAR MODULE =. m m RAILING TION LUI O =r *0 !4 214#l htf#@ 00 0 N .W* 1'-4" -1 E 3,# 85(0'rin, E--1'-3" 1'-27 -F-- 4' 14' ---4 /04' - 4,\/U- L ------ .1• .L 1-1 ----L_ , 3620 OZOL U} L:.1 ;0 1919) '11 £-4O- Kn b Obir,66 i.0 • " >/ 9=iolation of any 1 2 - r- ro th l , 0 1 9 4 8 tte- . + + E- 3 -I A 0 9 h PROSOLAR RAIL, - MODULE CLAMP & BOLT r UNISTRUT 0\\ 0 ---le---------0--------I--------0--0 U 1-20 \O Z Z 0 La <1 - MO / l 114-RAIL SOLAR MODULE PRO-SOLAR I PROSOLAR RAIL (WEST ARRAY - 1 1 i / + UTILIZES A LAYER OF STRUT 4 4 BETW.EEN ATTACHMENT AND RAIL m 1 H n 1 1 1 01 2 0 ro1 1 1 ..1 C,111 -roni 1/2" PLYWOOD 0 4 i DECKING 1 1 1 1 1 1 T 1 1 1 „L - 4'-5 - SCALE: 1/8" = 1'-0" - 36" SS JAM NUT *<C- I z Z a< /- CE) COMP SHINGLE 4 43 -r Z UD QBLOCK, CLASSIC, A360.1 CAST AL. MILL 6 L-5/16"x 67 18-8 SS- MANGER BOLT -Issue Dote 2>06-24" 00 3-13-2014 Drawing ARRAY DETAILS Sheet No. ATTACHME:NT DETAILARRAY DETAIL PV-3SCALE: 3" = 1'-0" -- 1 :STRING OF 9 MODULES 2 STRINGS OF 8 MODULES SAX CAPITAL: SMX250P, 250W TOTAL OUTPUT: 6,250 WATTS - (2) #10 AWG USE-2 (1) #8 BARE CU EGC @ J-BOX r-(2) #10 THHN/THWN-2 (6) (1) #8 THHN/THWN-2 EGC 1/2" EMT CONDUIT INVERTER POWER ONE PVI-6000-OUTD-US 240VAC WITH INTEGRATED DC DISCONNECT UL 1741 LISTED, GFP. (3) :#8: THHN/THWN-2 (1) #8 THHI/THWN-2 OROUND 3/4" EMT CONDUIT MAX CURRENT: 358 NEW 200 AMP ELECTRICAL SERVICE ENTRANCE AND LOAD CENTER 1 Bl-DIRECTIONAL UTILITY METER 240V 200A 0, 18 J-BOX (4) #1:0 AWG USE-2 (4) :#10 THHN/THWN-2 - (1) #8' BARE CU EGC :(1) :#8 THHN/THWN-2 EGC 3/:4" EMT CONDUIT A DC DISCONNECT 50 / ITRON -1APHOTOVOLTAIC SYSTEM \ KILOWATT-HOUR METER \ 100A/240VAC (TYp) ® / AC 2P60A 240V AC DISCONNECT L(6) #10 THHN/THWN-2 0) #8 THHN/THWN-2 EGC 3/4" EMT CONDUIT < 11 (N)mE 50) WO )92P200A 3 g Cj © gWQMO e CE:2=0 %-4w>t<to (N)2P40A Fal# dit.$»Ce©+imogo' i T \dwSWM 0 Lurle-O I WIRE TYPE SHALL BE 90° C WET AND CONTINUOUS RATED NOTES: 1. ALL PV SYSTEM COMPONENTS SHALL BE LIS1ED BY A RECOGNIZED TESTING AGENCY' Ge., UL 1741, ETC). 2. WIRING MATERIALS SHALL BE SUITABLE FOR THE SUN EXPOSURE AND WET LOCATIONS. FIELD APPLIED PROTECTIVE COABNGS ARE NOT ACCEPTABLE. 3. WHERE THE TERMINAL OF THE DISCONNECnNG MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A WARNING SIGN SHALL BE MOUNTED ON OR ADJACENT TO THE DISCONNECnNG MEANS HAVING THE FOLLOWING WORDS: "WARNING-ELECTRIC SHOCK HAZARD, DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION' 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 JUNCnON, PULL AND OUTLET BOXES LOCAED BEHIND MODULES OR PANELS SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF A MODUL-E(S) OR PANEL(S) 'SECURED BY REMOVABLE FASTENERS. 7. EACH SIDE OF A POWER TRANSFORMER SHALL 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. 11·IE OVERCORRENT PROTECTION OF OUTPUT CIRCUITS MTH INTERNAL CURRENT LIMITING DEVICES SHALL BE NOT LESS THAN 125% OF THE MAXIMUM LIMITED 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 MTH THE REQUIREMENTS OF THE CEC 2013. 12. MODULE FRAMES AND RACKING SYSTEMS SHALL BE GROUNDED AT UL-LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING LUGS. THE REMOVAL OF ONE PANEL iSHALL 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 GROUNOING ELECTRODES SHALL COMPLY WITH REQUIREMENTS CEC 250.32 SYSTEM OUTPUT: DO (STC) RATING: 6.25kW (25) SMX CAPITAL: SMX25OP, 250 WATT MODULES (1) POWER-ONE: PVI-6000-OUT[)-US INVERTER PV SYSTEM CALCULATIONS: DC SIDE MAXIMUM DC SYSTEM VOLTAGE: 37.91V x9x 1.12 = 382.1V 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: 28 x 1.25= 358 MODULE INFORMATION: SMX CAPITAL: SMX250P, 250W PEAK POKER: 250 WATTS Voc: 37.91 Vdc Ist: 8.84A Vpm: 30.11 Vdc Imp: 8.30A MAX SERIES FUSE RAnNG: 20A INVERTER INFORMATION POWER ONE PVI-6000-OUTD-US Compliance: IEEE-1547, UL 1741. 22 DC MAXIMUM VOLTAGE - 600V MAXIMUM INPUT CURRENT - 36A PEAK POWER TRACKING VOLTAGE - 120-580V PV START VOLTAGE - 120V AC @XIMUM OUPTUT POWER - 6000 watts OPERATING RANGE, UTIUTY VOLIAGE - 211 - 264V @ 240V MAXIMUM CONT]NUOUS OUTPUT CURRENT - 28A @ 240V FREQUENCY OPERATING RANGE - 60 Hz / 59.3 - 60.5 Hz MAXIMUM EFFICIENCY - 97.1% SIGNAGE NOTES: ALL LABELS WILL BE ON RESISTANT MATERIAL SUITABLE FOR THE ENVII ALL LABELS SHALL HAVE A RED BACKGROUND WITH WHITE LETTERING. 0 WARNING PHOTOVOLTAIC CONNECTION DUAL VOLTAGE SYSTEM RATED AC OUTPUT CURRENT: 28 AMPS NOMINAL OPERATING AC VOLTAGE: 240 VOLTS SOLAR BREAKER DO NOT RELOCATE CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED @ WARNING ELECTRICAL SHOCK HAZARD· THE DIRECT CURRENT CIRCUIT CONDUCTORS OF THIS PHOTOVOLTAIC POWER SYSTEM ARE UNGROUNDED BUT MAY BE ENERGIZED #TH RESPECT TO GROUND DUE TO LEAKAGE PATHS AND/OR-GROUND FAULTS. SOLAR AC DISCONNECT PHOTOVOLTAIC CONNECTED DUAL VOLTAGE SYSTEM RATED AC OUTPUT CURRENT, 28 AMPS NOMINAL OPERATING AC VOLTAGE, 240 VOLTS PV Solar DC Disconnect WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY :BE ENERG 1ZED IN THE OPEN POSITION OPERATING CURRENT,24.9A OPERATING VOLTAGE: 271V MAXIMUM SYSTEM VOLTAGE, 382.!V SHORT CIRCUIT CURRENT, 33,2A UTILITY GRID 120/240V SINGLE PHASEBUILDING GROUNDING ELECTRODE: BREAKER SHALL BE POSITIONED AT -1 4 OSITE (LOAD) END FROM THE INPUT 0 )CATION OR MAIN CIRCUIT LOCATION h 0 Z Z LOAD CALCULATIONS CD W <120% OF 200A = 240A 2 0 PV INPUT BREAKER = 40A I MAIN BREAKER UTILITY = 200A *<C.TOTAL SUPPLY AMPS = 40A + 200A = 240A I Z Z G< TO BE PLACED ON ALL INTERIOR & EXTERIOR :8< DC CONDUITS, RACEWAYS, ENCLOSURES, CABLE Q A ASSEMBLES, EVERY 10 FEET, AT TURNS AND Z ABOVE AND BELOW PENETRATIONS AND ALL <C DC COMBINER AND JUNCTION BOXES 0 CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED & ENERGIZED 0 IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED CONDUCTORS MAY BE ENERGIZED AND UNGROUNDED Issue Date 3-13-2014 Draw;ing 1-LINE Sheet No. P \/-4 '*MBR SMX 250 SOLAR PANEL Polycrystalline Solar Module '-4,1 2 46,4 · 4--29*,«i'U.:,11*,-44'6M.".A&&r,%,61rd#* SIVIX SMX 250 SOL Polycrystalline SoleUA PI TA L_0.- C AR PANEI ir Module High Emciency: SMX Capital has developed thishigh efficiency panel which delivers a superlor effic[ency of 1 5.4096 to consumers worldwrde Reliability: Every module is equipped with 3.2 mm high transmission tempered glass and a standard waterproof Junction box Safety: - ·t 1b DimensioC.* Unit: Inches Bypass diodes protect the modules from burns caused by hot spots due to shading. Lightweight: The SAIX 250 Watt Solar Module is a cost effective, highAnodlzed aluminum-alloyframe. efficiency renewable power solution. Warranty: 38.977n 3UCn t*JA 8rrm 1I 35mm A-A Gin */St working GRNI;IO;T;d.a'e.I Maximum System Vottage 00 -26 Power Toterance Cell Dimension Number of Cells / Layout NOCT Cell 6 1./9 Temperature Coefficient Isc (%) Temperature Coefficient Voc < %)1. Temperature Coefficient Pm (%) Temperature Coefficient Im (%} .... Temperature Coefficient Vm (%) Oper·3ting Temperatures *9"4. Surface Pressure Series Fuse -i"P SCOV 0/ +3% 158'156 mt-n i!| 60pcs/10'8 46+2 'C .i +00420.015% /.C -0.310.02% 1 'C:,1, -0.4510.05% /°C +0.04% / •C -'.=1 -0.3220.02% / °C -40 °Cy +90 -C j 60 m/s (200 kg/r·r; ) 15 An-*ps i| •Ill"Immi E 810.2mm Electrical Performanc NOTC Peak Power Pmax Wp 250 226-4 Maximum Power Voltage 3*j vmp€*V * 30.11 ' 28.09 Maximum Power Current Imp A 8.30 8.37 Short Circuit Current Q, 1*c:A : : 8.84 8.91 Open Circuit Voltage VOC V 37.91 35.52 Cell Efficiency 17-12 41 2 Modure Efficiency 15.40 5TC 25 Year Limited Power Warranty 10 Year Limited Construction Warranty 1 2 3 - 1-V Curve Cell, Ter,1 - 25 ·C b,ck---9 - UIXnviti "omill="I",=-emwt.0 warranty anilEZ;;17tai##-VI Warranty *7 25-year irrled Povir verr'lly .ih@,iU 10-year lirnited product warranty U Certifications 4 Tested to UL 1703. Class C Fire Rating 39=m Stancaro Test Calamon T-25°C AA*-1.5 E-1.000 n?rn' Mechanical Ikibilllplllllllllllllllllllllllllllllllli .'.lie'*YU'---0.0 i. 3 2- 1 -*AN/0 11 -krut ka-,ce -IDWinV 7 25 2 35 40 45 91015 Max Load _,6 110*psf 550 leW_(54(X} Pa). frcrlt(eg. snow) -j,0j Max Load 50 psT 245 kg'rn (e.g. wind) Weight ·f18 k,0 39.68 lbs ·*' 1F'F™""'- --2 Dimensions 1 640 x 990 x 40 mm (64.56 x 38.97 x 1.57 inches) packstleet.,£ White Frame (Non-Reflective) Silver Anodized Aluminum- Alloy J-Box 7 IP 67 Rated Cables AHDQ Cable 4.0 mm2 (0.006 inches'),21 JIL 900 mm (35.43 in)C € I. a G®US & 97 - SMX-250-P -LISTED *onnectors *u- MC4 1 -- 4}*121- - SMX Capital Inc. 17700 Castleton Street, Suite 488, City of Indusuy CA 91748 T:626-839-4888 F:626-58 1-8830 No. 528 Nanxiashu Section, Wuyi Road, Wujin Hi-Tech Industrial Zone Changzhou, 213161, China SMX Capital Inc- 1U00 Castleton Street, Suite 488, City of Induslry CA 91748 T:626-8394888 F.626-581-8830 No. 528 Nanxiashu Section, Wuyi Road, Wujin £-Tech Industrial Zone Changzhou, 213161, China A Power-One'AURORAi-/ Renewable Energy Solutions PVI-5000-OUTD-US PVI-6000-OUTD-US I:"14#Viho--1.-.L...11.k. Input Side Absolute Maximum DC Input Voltage (V....) Start-up DC Input Voltage (Vsurt) Operating DC Input Voltage Range (Vdtrl,]M•,•Vdgmal Rated DC Input Power (P,c.} Numberof Independent MPPT Maximum DC Input Power for each MPPT (PIPPT-) DC Input Voltage Range with Parallel Confguration of MPPT at P.. DC Power Upit,pn with Parallel Conhguration of MPPT DC Power Limitation for each MPPT with Independent Configuration of MPPT at P.cr, max unbalance example PVI-5000-OUTD-US PVI-6000-OUTD-US AiN :<-- 600V 20qy (adj._la·39 v) 0.7 x V...580 V 5150W 6180W 2 4000W 200.-530V Linear Derating From MAX to Null [530\VwpT6580V] 4000W [225VsV,pprs530V1 4000 W [230VIV„6530V1 the other channel: Pd -4000W the other channel: Pd r-4000W [90VSV s530V][120VsVwp,r5530V]441,1 GENERALSPECIFICATIONS OUTDOOR MODELS Designed for residential and small commercial PV installations, this inverter fills a specific niche in the Aurora product linetocater forthose installations producing between 5kW and 20kW. Maximum DC Input Current (1.-.) / for each MPPT (lip,T.J 36.0 A / 18.0 A Maximum Input 5hort Circuit Current for each MPPT 22.0 A Numberof DCInputs Pairs foreach MPPT 1 DCConnectionType krew Terminal Block, 3 Krpck-(Ms: 1 _})'or 1wi Ring_Reducer) 11•putprotection €3, ··L •. ,·=//bfe-- " Reverse Polarity protection Yes, from limited current source Input Over Voltage Protection for each MPPT-Varistor 2 Photovoltaic Array Isolation Control GFDI (for use with either Positive or Negative Grounded Arrays) DC Switch Rating for each MPPT (-5 Version)25 A/600V Output Side -V. 4OV-277 V --20891vY 11 AC Grid Connection Type __ _Single phase/Split phase Rated AC Power (P.u)5000W 6000W Maximum AC Output Power (P-)5000W 6000W Rated AC Grid Voltage (V-)208V -3- 240 V --E 277V 208V 240V i 277 V AC Voltage Range 183.-228V ! 211.-264V I 244..304V _ 183...228V_1_ _213-·264V F 244..304V_ Maximum AC Output Current (la_)27.0 A LE_ 23# A [ 20.0 A 30.0 A I 28.0 A I 24.0 A Rated Output Frequency (f,)60 Hz Output Frequency Range (f„.....f-)59.3._60.5 Hz Nominal Power Factor (Cosphiac,) >0.995 This inverter has all the usual Aurora benefits, including dual inputsection to processtwo strings with independent MPPT, high speed and precise MPPT algorithm for real-time power tracking and energy harvesting, as well as transformerless operation for high performance efficiencies of up to 97.196. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This outdo- or inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. 1 4 7 Features , . J AUROK.1 Total Current Harmonic Distortion <2% AC Connection Type Screw terminal block Output Protection *t-·0*"'."'f?208V /1 240V 17,7 277V 208V ""'140V ,2779 Anti-blanding Protection According to UL 1741/IEE1547 Maximum AC Overcurrent Protection 35.0 A -1- 30.0 A _ j_ 25.0 A 40,0 A -35.0A 1 30.OA Output Overvoltage Protection - Varistor 2(ll-12/Ll-PE) Operating Performance .4-2 ..,240! 277%4 3 240V Maximum Eff,ciency (qm.»)97.1%1 97.1% Weighted Efficiency (EURO/CEC).1 96.096 1 96.5% I. 96.5% 1 96.0% -1_ 96.516 1- 96.5% Feed In Power Threshold 20.OW Stand-by Consumption <8.0 W Communication '-/ap./C/'-- Wired Local Monito,Ing PVI-USB-R5485_232 (opt.). PVI-DESKTOP (opt.) Remote Monitoring PVI-AEC-EVO (opt.), AURORA-UNIVERSAL (opt.) Wireless Local Monitoring PVI-DESKTOP (opt.) with PVI-RADIOMODULE (opt.) User Interface 16 characters x 2 lines LCD display Environmental Ji 1 - # =- AmbientTemperatur,Range -25...+60°C (1133 140°F) wA derating above 50°C (122°F} Relative Humidity 0..100%condensing Noise Emission <50 db(A) @1 m Maximum Operating Altitudewithout Derating 2000 m / 6560 ft Physical .-1, 34=-2--Arsien.,,--,-AN/P Environmental Protection Rating IP 65 Cooling _ _ _Natural_ Dimension (H xWND)1052mm x 325mm *222mmm /41.41* 12.8'x8.7' o Each inverter is set on specific grid codes which can be selected in the field s Single phase output •Dual input sections with independent MPP tracking, allows optimal energy harvesting from two g· • sub-arrays oriented in different directions e Wide input range , High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting 1 e Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable 1 performance across the entire input voltage and output power range' c Outdoor enclosure for unrestricted use under any environmental conditions yo 1 0 RS-485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP --Weight <27.0 kg / 593 Ib Mounting System Wall bracket Safoty .,44°,444 Isolation level Transformerless Marking cCSAus Safety and EMC Standard UL 1741,CSA -C22.2 N. 107.1-01 Grid Standard IEEE 1547 Available Prod 1€8#19/ . With DC Switch I PVI-50 VONCJ & ASSOCIATES Structural Engineers CLIENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 8054864700 Subjects Static load test results for the following: Madmum Frame Maximum Frame Load Equivalent Wind SpeedMounting System Length• (In.)WIdth, (In.)obs/ftz;(mph>* * Rooffrac® 65 40 50 125 TE5T SETUP (as shown In attached drawingdetail): Three modules, as specified above, were botted to 136 x1.5'*2.5" Professional Solar Products (PSP) patented Roofrrace support rails using an assembly of 5/16' Stainless Steel (SS) bolts, SS lock washersand proprietary PSP aluminum cmampsandinserts. The Roofrrac® support rail was attached to the PSP Roofrrac® structural attachment device with 3/8 SS hardware at four attachment points- The setup was attached to 2"x6 wooden rafters using 5/16" x 3-1/2- SS lag bolts. The altachment spans consisted of 48" nontto rear with structural attachments spaced 72-on center. TEST PROCEDURE (asshown in attached drawingdetali): The test set up wastop 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 any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.313", wlthno permanent deformation. The maximum uplift deflection was recorded at 0.250: with no permanentdeformation. This document certifies the Roomace mountingsystem used with the modules, as specified above, withstands a 50 lb/f@ static pressure load, equivalent to a wind speed of approximately 125 mph'*. The mountingsystem performed as expected. Sincerely, James R.Mind, S.E. Thb enalneering report verifies that Vinci & Ass©clates has provided indelandent observation for load tesUng as describedinthisreport The results of this load testienect actual dellectionvalues and are generally accepted as theindustiystandard for testing module mounting systerna, Vinci & Ahsociates does not eld check instanations or verify that the mounting systenn Is installed as described in this endneeringreport TO assist the building Inspector in verifringthe authenticity of silverrellectlve-RoofTrace- label, 23 shown, is placed on at with ·Professional Solar Prod. Pat. 8,360,491- on the (Roo/2761 this proprietary mounting eyatem. a pennaneoAdheslon. Ueast one bf the main 9145port ralls or perma*rilly stamped underside of rail.It A Structural attachment Lag boltattachment should be Installed \ using UIe proper pIlot hole for optimum strength. A 5/16' lag \2&. 8,360•495/bolt requires a 3/16' pilot hole. It Is the responsibility of the inotaller to houro a proper attachmentia made to the structural member of the roof. Failure to seourelyj attach to the roof structure rnely result M damage to equipment. cemonal injury or property damage. This amee'does not express art opinion as to the load bearingcharacteristlcs of thestruature the mounting stem/modules are being Installed on. 1CC accredited laboratoly tested structural attachment manufactured by Professional Solar Products (ingludhg but not limited to Fastlacke. IlleTraca. and FaamJack•] can be interchanged with this s)'stem. Checkwith local buildingdepartment or AHJ for site specific requirements *Modules measurin< within stated specifications and tested to UL,1703. or equivalent, are included in this er®ne«Ing •*Wind loading values relative to defined loadivalues using wind load exposure [125 mph for *12 coof pitch or less; 100 moll for greater than 5/12 roof pitch) and gust factorgoeffiglent'exposure C' 4 denned Inthe 2009(IBC}/2010(CBC} *•*Module tested: 64.8' x 39.4" x 1.7' Dir) ** **Est snow load mting of 22514*2 based on 2.0 safely factor Thousand Oaks, CA 91362 Page 1 of 2 R1 *f V- Module Area = 18 fl? each 72 48. 4 -61 Approx 20' m. 1-ovemartg 40-r i 2,7!0 lbs/ iTotal module (45 lbs ea.) 50 psf-and rail (12 lbs ea.) weight: 159 lbs Numberof attachments: 4 ea Weight / attachment point: 40 lbs 7/---·an/n/n/-7/no/nmn Area:54 ff Distributed weight:2.95 lb/ff - - -- - U U U 5/16" Stainless Top Load Deflection: 0.313"Steel Hex bolt 2,710 lbs /5/16- Stainless Steel j j 50 psf Lock Washer /--%/,-1/--/--I.--I.1'301 100+ &REIE BLIJHf...ILAluminum ProSolar Inter-Module Clamp U 1_1 Aluminum ProSopar Up lift Deflection: 0 0 1/f Rail nut T } , 2-1/2" Aluminum ProSolar Roofrrac® Support Rail , 3/80 Stainless Steel Hex Bolt and Flat Washer . Aluminum ProSolar patented Fastlack® Roof Attachment* 5/16" Stainless Steel Lag Bolt and Flat Washer lab tested atructural uttachments manufuctured by Professional Sglur Products (Includihi FasUack® , TileTr ace, and Foarn.Jacks) can be Interchanged with this estem. Aoressiona/80/ar-Froolucts Roofnac' Patent# 6,360,491 Photovaltaic mounting system RoofTrac® CJ Solar Modules Static load test illustration Page 2 of 2 RT_6 J Roof Trac Integrated with Fast Jack® attachments Tbe patented Roof Trae system mstalted milb tbe Fast Jack® 74*: #4.360,491 attachment method provides an Weat solution for installations The Original "Top-Down" PV Mounting System.where a jlasbing is desired. Tbe Fast Jacr is also tbe solar industries preferred metbod ofattacbment for new construction roofs Roof Trac® 9 Fast Jack- pretected ur. Patint #6,360,491 U Other pat,nts pc Tlle Trac® protected und€r Patent #3,4 1.rt,4 The Rist Jack- prot·ides a quick, installation solittion. design places the k under the. - ./\ p·ot·ides th, ture allows '° bv J'al on the ro 02 --0- remorable post ailot, be slipped ot·er the 5 damaging gui-roigna tion sbi,ig attachment Our patemed flanchion posi u·bere it i most slipporl. This jia- simidard roof Ilashings Illustrated ibove is bole tbe F£tst J,tel,e attachment seamlessly integrates witb tbe Rol Trac mounting system Al[ attacbment bardibare is concealed within tbe support rail leat ing an aestbeticalty pteaung solar array. -Ek Splice Kit Tbe st}lice kit provides a solution to rigid!.v lock multiple rail sets togetber. Tbe sptice kit bas a feature tbat altows for tber ma! expansion/contraction of tbe rails without damaging tbe roof-topr professional (800) 84-SOLAR SOLAR (805) 383-0809-fax 4630 Cate Quetzalproductspi Camanllo,CA 93019 ·'ve For more information you can visit its on tbe web at www.Roo Trac.com Classic Composition Mount I QMSC Classic Composition Mounting Instructions Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, sealant compatible with roofing materials, -THIS EDGE TCWARDS -RACEIIG CCA.'PONENTS drill with 7/32* long-style bit, drill or impact gun with 1 /2" deep socket- 250 -ROC,F RIDGE 1,0- 11 ICLLDED WARNING: QulckMount PV products are NOTdesigned forand should NOT be used to anchor fall protection equipment 1 DESCRIPTIO I -6.CO - 1 FLADH'V IG. 12· X 12· X .050,5052, VILL 12.00 - 2 QBLOCK, CLASS,C, *350.1 C.•.ST AL WILL 3 HAUSER BOL-. PL•JN CENTS. 5/16"x 61 18-8 b I 4 W.•,SH!52. SE•,L'I IG. 5/16'· D X 3/4· OD. EPDM BOt ICED SS 1 5 -IUT. HEX. 5/»18. 692-20. 15-8 9 2 5 WASHER. FLAT. 19/64· ID x 7/Er' COX 1/8' EFCM 1 1.30 7 WASHER. FEr,052.5/16'OXI··CD, 18-855 1 8 'A(,GhER. SPUT-LOCK. 5/16-iD. 18-8 5; 1 Quick Mointpv3.00 ELE QMSC: CLASSIC COMPOSInON MOUNT AVAILABLE'N MILL CLEAR AhODIZED. AND BRONZE ANODUED FINISHES.1 D,WH6¥'.* T" 10[.ANCS:A i.12 mamis 1 6 1..,e,t 1 t4 3 2 1 Lag pull-out (withdrawal) capacities (lbs) in typical lunber Lag Bolt Speciications Sped·k Gr,0117 5,167 Min per r thread *pin 5,1 5' :t=t per r trend deoth Dougks F¥. L=-ch .50 -98 266 Douge' FK sole,.46 705 235 Ereelmarn SprJce. L./1,epot Ptne IKISR 1550 4 1 righ/.46 705 235 Hero. F¥-3 536 2t2 Hem Fk- INor·71 45 705 235 30-em Ptne 55 321 307 Scruce. Pre. 2-r 42 515 205 Suruce. Pre. Fir E ot 2 millon, p,0 ind hlrer Jades of MaR y-4 'BEL>.50 738 266 5ources: Arnerlcan Wood CouncK NOS 2005, Table 11.2 4 113-2 A Notes 1} Tltread must De embedded *1 3 tartercr other structural red memter 22 See NDS Table 1 1-5.I C fc, required edge asunces. Quick Mount PV RESPECT THE ROOF Bl 7.23-7 Sep-2013, Reva 12-00 Co i-ENI 110. 1.50 3. / M-ne -1 lit =Be Locate, choose, and mark centers of rafters to be mounted. Select the courses of shingles where mounts will be placed. Using drill with 7/32' bit, drill pilot hole into roof and rafter, taking care to drill square to the roof. Do not use mount as a drill guide. Drill should be 'long style bit' aka 'aircraft extension bit' to drill a 3' deep hole into raftef Insert EPDM rubber washer over hanger bolt into block. 01713-7 I Carefully lift composition roofshinglewith rooftng bar, just above placement of mount. Remove nails as required. See 'Proper Flashing Placemeni on next page Cleanoffany sawdust, and fill hole with sealant compatible with roofing materiats. * Mky. Using the rack Idt hardwaig secure the racking (L-foot) to the mount using to,que specs from racking manufacturec. Ifrack•g manufacturer does not specify tocque setting tighten to 13 ft-lbs Inseft flashing be™een ist and 2nd course Slide up so top edge of flashing is at least 3/4' higher than the drip edge of the 3rd course and lower flashing edge is above the drip edge of Ist coune Mark center fof drilling 51ide flashing into position. Prepare hanger bolt with hex not and seeing washef. Insert into hole and drive hange, bolt undl Qtlock stops rotating easily. Do NOT over torqu You are now ready for the rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturerf written instructions must also be followed by anyone modifying a roof system. Please consult theroofmanufacturefs specs and instructions prior to touching the roof. Sep-2013, Rev 6 1 - - #./-·Fl' 57 5 0- Ill , 39-1 W ?44 LO l 9139 2-7