Loading...
HomeMy WebLinkAbout10179240_1406 S. KILSON - PlanCITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: 1 4 06 K[6010 542-, ,SUITE: USE OF BUILDING: k*ESIDENT2)COMMERCIAL INDUSTRIAL OTHER 3/2/05:forms/Bldg.APP.Workshi SAPIN #/0 / 7 9.2 40 MASTER ID# NATURE OF WORK: NEW - QADD ) ALTEFUT.I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION· 1 ST FL.. SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL.. SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS: SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT: SF ALTER/T.I.SF JOB DESCRIPTION (non-residential projects see reverse side of this application) :17--af lopt ov n.*71- 4 s.( CA v pho'fl>l,of·-t:de_ VM,ool,u Le 3 BUILDING OWNER'S NAME:PHONE NO:06 aDA , 6AE {301<ID 07/43 5Lt-7 - 355-7 ADDRESS: ZIPUj 1.-/ -04 kUSmj DE...*u-(A AIA STA* TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTO NAME: ,STATE CONTR. #: TWA 1-AN 01 U 97059 / ADDRESS'CITY -2-15 l-l" l_AN -\6-aft[ ·124 STUR -B€Ek LICENSE CLASS:PHONE NO: 6 446 626 -39045-8-4 WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LlC. #: ARCHITECT/ENGINEER:SIATE LICENSE #:PHONE NO:04 (er UU 9-7/754 I 7/4--676-3765 ADDRESS:S-1-24* ciapt STATE ,ZIP:411 6/ UU£EP@ r24.-044 92,€-2-( CONTACT NAME:AOMM, C-flt/PHONE NO:2520- 370.-,Ag &-6 E-MAIL ADDRESS:JU\rt.,(3-+rU Q/FOU/2-vED(B-4-- ' CO- OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #- P/C FEE PD $ TYPE OF CONSTR:VALUATION: $/20eo 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 OKTO CHECK& DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: 1 'S Z PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: --. U Additional square footage U Awnings Canopy E Card readers El Ceiling work E Change of occupancy (use) E Disabled accessible (H/C) restrooms E Dust collector E Elevator shaft U Exterior doors or windows U Equipment pads U Interior demo U Kitchen equipment El Partition walls U Rated corridors m eld shafts L Roof mounted equipment U Security bars E Screening for equipment U Skylights U Stairs El StorefronUfacade 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 Poo'USpa Sibns 7.-- Spray booth Temporary power pole Trash enclosure 04 CITY OF SANTA ANA Planning and Building Agency Planning Division 20 Civic Center Plaza PLABIM; P.O. Box 1988 (M-20) & BUILDING Santa Ana, CA 92702 (714) 647-5804 www.santa-ana.org Sapin Dev Rev Application Data Sheet Master I.D.: 2013-109070 Application Number: RES-2013-771-ALT Project Address: 1406 S Kilson Dr Application Date: 07/15/2013 Planner/Project Manager: Pezeshkpour, Ali Determination:Approved Application Description:11 new roof mounted solar panels on existing SFR and attached garage with electrical meters on south rear/side of home. Dev Rev Project Conditions: Page 1 of 1 CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRESS 1 (406 9 ki' 12-o-,n TRACKING #:1,01-19 2-40 Do 1 526 16 DATE:7 -/ s--/3 FOR PLANCHECK STATUS CAI L (714) 647-5800 PLFASF INITIA[ FACH ITEM RFI OW 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. - 2.I understand that I may request an "Accelerated Plancheck" at 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. I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. ...4.l understand that I shall submit separate plans, applications and plane.heck fees for the following when plan checkis required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets _5 1 -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 addedplumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFFn TORY APPLICANT OR AGENT Applicant's Signature 0- Print Name UbIDATHAN C.Ru Addreqq at 5 l W {AM-EaRT 124, STE.1 11 Telephone Number 62-6 -390-6 9 9.6 Fax 9-46 ·-229 -1 099 FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1. '/Planning Department 2-Public Works Agency 3!4 Fire Departmemt 4A**dice Department 50£'School District 6*Health Department 7»-Title 24 (Energy ) 8MTitle 24 (Disabled Access) 9.2-Roof Mounted Equip. 10.251ist of Subcontr. 11.-SBIdg. Pmt. Info. 12.Kbummary of Appr. Reg. 13.215¥ Information 1404 Constr. Act. Reg. 151Res. Dev. Fees 160*SMIP 1768Microfilming 18.k-Const. Debris Recyc. 19.AAFCWP Surcharge 20*100\/Owner-Builder Ver. PERMIT TECHNICIAN Ab VM A U z Form 58: 3-26-04 CALCULATIONS FOR Job:OJEDA SOLAR PANELS Address: 1406 Kilson Drive Santa Ana, CA 92707 INDEX TO CALCULATIONS i Sheet Item 1 design loads, wind uplift check 2 attachment check, rail design, lateral analysis Engineering Calculations Performed By: Doug Engineering 102 Pinon Tree Ln, Costa Mesa, CA 92627 949-285-5104 111 ARC?41'FE ACCEPTED & 1 REPARATE FER Project Number Date: i 008-f/,2160.1,- pa-7' Thb oil M 8?3:0 and OPER, For: Sunbees Group Inc., dba True Power Solar 2 -· .'t r.tr.:,- on,1 R !9 1:W 451 W. Lambert, Suite 212 ,F,arjori-' 0.1 3'.7:·0 Vilk.! Brea, CA 92821 5.dt W; i.•r..d:,1 ·.1. f _1• (714)676-8888 1 Tits 22505,7,7.3 0¥ 61% 22€ TPS-1196 1 50 hud 1 0 pormil nor tia alia•r-= -= - -a wu m.. , provisio[-0 07 ANY Cizy Ord 7/23/2013 HE 10 C 691 03 a EXP 06-30·14 BASIS FOR DESIGN (*\ - f /I# 1 Accepted Sy - CITY C CODE:2010 California Building Code f ASCE 7-05 LATERAL 5.5 1 0.6 1 LIVE LOADS ROOF 20.0 psf I Seismic Design Category: D R Seismic Use Group I SDS ' SS 150 %SD1 Sl 60 % I WIND Exposure C Figure 6-3 - Components and Cladding V 85 mph Table values are multiplied Iw 1 by XKzt 1 X=1.21 Exposure C a 3 ft Pnet = 1 x Kzt x I x Pnet3O 1 roof slope 7-27 degrees Atrib =20 sf Zone 1 Pnet30 = Zone 2 Pnet30 = Zone 3 Pnet30 = DownWard for all zones 1 1 -14.0 psf (interior zones)All panels within Zone 1 &2 -23.0 psf (end zgnes)Use Zone 2 Value -31.5 psf (Corner Zones within a) 8.2 psf PROJECT: Ojeda Solar Panels Doug Engineering SHT.1 OF CLIENT:TPS Civil Engineering DATE BY:DM DE JOB NO. TPS-1196 2 7/23/2013 DESIGN LOADS Dead Loads Roof Comp. Shingle 3.5 psf Pupliftzl =14.0 psf 5/8" Ply shtg 1.9 Pupliftz2 2 23.0 psf Rf Frm'g 2.8 PWLdown =8.2 psf Misc.1.5 0.6DL+WL (N) PV System 3.0 Pnetzl = 0.6*3.0-14.0 -12.2 psf Pnetz2 = 0.6*3.0-23.0 -21.2 psf Total DL 12.7 psf DL+WL LL 20 psf DL+WL =11.2 psf Uplift Check 2x6 rafters @ 24" o.c. Spacing 2.00 ft Trib panel width =4 ft E 1500000 psi Fb =900*1.3*1.15 1346 psi 1 21 inA4 Mallow2x6Wind =1357 ft-lb Spanl 11.00 ft MallowMLL =1060 ft-lb Span2 4.00 ft See below for Wind Uplift loads Span3 0.00 ft due to concentated loads at attachments (Distance Wind Mmax P = Mmax to Att.Load Trib Load wind(ft· PVDL live(ft- Pts) a b Rl (lb) R2 (lb (psf) W (ft) (lb) lb) (lb) lb) Panel Edge 3.00 1 4.00 4.00 7.00 -145.2 -82.9 -21.2 4.0 -228.1 -580.6 32.3 71.49 2 7.38 7.38 3.62 -75.1 -153.0 -21.2 4.0 -228.1 -554.0 32.3 68.21 Panel Edge 8.38 Panel Edge 8.38 3 9.38 4 12.76 Panel Edge 13.76 Span 1 Uniform DL 11.00 64.0 64.0 5.8 psf 2.0 11.6 pif Span 2 Uniform DL 4.00 23.3 23.3 5.8 psf 2.0 11.6 Reactions at Spanl -156.2 -172.0 Negative values are uplift reactions Reactions at Span2 23.3 23.3 Mmaxwinduplift =718 ft-lb < 1357 ft-lb OK For DL+LL including the PV system weight point loads W=59.4 pif P = Mmax =1021 ft-lb < 1060 ft-lb OK 176.1 23.3 32.3 Ib PROJECT: Ojeda Solar Panels CLIENT:TPS BY:DM Doug Engineering Civil Engineering SHT.2 OF DATE DE JOB NO. TPS-1196 2 7/23/2013 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT P wuplift =228.1 Ib 5/16" Lag with min 2.5" penetration for each attachment Table 11.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 Ib Allowable wind load = 1.6*2.5*266 1064 Ib >228 Ib OK Unirac Selection Load for half a panel = 2.5' WUNIRAC =53 pif Per the Unirac Manual for 40 pif, the max span for Solar Mount Unirac Rails is 6.5' Use L-Foot SolarMount Rails with a spacing of 48" o.c. max for attachment points, typ. Table 8. L-Foot SplarMount Series Rail Span SM . SolarMount HD - SolarMount Heavy Duty 5 53 7 75 83 9 9.5 to 103 l' i 11.5 12 12.5 li 135 f4 143 15 w = Oetrlbuted Lood (031 - 20 25 30 40 50 LE:.1 80;' * 100 120 140 160 180 200 ' '220 240 260 290 300 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM Stl SM SM SM SM SM SM SM SM SM SM SM SM SM 91 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SMI SM SM 2 r*il SM SM SM SM SM HD SM SM SM SM SM SM Sri SM _HD SM SM 91 SM SM SIt HD HD I SM SM SIt SM SM HD Hb ® 1 5M SM 91 SM HD HO HD I SM SM 91 SM HD HO HD SM SM 91 HD HD - HD SM SM SM IND SM SM MD. EF> SM HD HD HO SM HO HD ·HO SM .1-ID HD HD HD 'Hb AD HO HD HO HD HO AD AD WD 1--- HD liD HI) HD HO HD HD HD HO HD HD HD HD r LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= - 11 *Wpanel =1700 sf W panel = Wroofexisting = 9.7*1700 =16490 Ib Wwallexisting = 15*70*4 =4200 Ib Wrestofarray - 44.1 Ib 485.1 Ib 91.41 Ib g=20690 Ib Warray =576.51 Ib Vroofexisting =3766 Ib Existing Total Lateral Force \4oofwpanels =3871 Ib New Total Later Force % increase =3871 3766 *100%-100% =2.8% increase which results in less than a 10% increase in the stress of existing lateral resisting elements OK SOLAR PHOTOVOLTAIC SYSTEM FOR: OJEDA, GREGORIO 1406 KILSON DR SANTA ANA, CA 92707 (714) 547-3587 PROJECT DESCRIPTION 11X230W ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES SYSTEM SIZE: 2.5 kW DC STC ARRAY AREA: 192 SF (E)ONE-STORY HOUSE ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2010 CA BUILDING CODE 2010 CA RESIDENTIAL CODE 2010 CA MECHANICAL CODE 2010 CA ELECTRICAL CODE 2010 CA PLUMBING CODE 2010 C I I K. .7 99 9 0,(r?,MT 9 R fp2010 CKFIRECODEa#L .-1,..7772 e 'A- .,.i,flT,ON 9, n r 6 , 1. 4 . - 2 i-': I:%-*•19 g'e i.r ·· 11 .: r 'Z SHEET ORDER PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO cZ PV 2: ROOF PLAN, SECTION DETAIL 2 DPV 3: ELECTRICAL LINE DIAGRAM £2 0O 05AND NOTES 1- (D O 0 PV 4: REQUIRED SIGNAGE <LU of UJ 1- 00 ELECTRICAL CALCULATIONS ZZ OD APPROVED 0 U) PLANNING DIVISION /PROJECT SITE, , u *STER\.D. 6)01,6 -1 09/) 9-0 -4 2 0.18 l,g-Zone / 14*bartit - : ,-ANNER #-. " PATE *-/2 --?ANSFERRED BY DATE £5 296 PLBNNING INSPEC- -ZED: ROUGH FINAL NONE 5 01 KIAME (714) Z> Teede' Ave- or 'ows,As 'Ar'Yrt TION REQUIE ED ROOF 16' / (14)7 PV MODULES V . (E)100A MAIN- / SERVICE PANEL (N)SOLAR ACC DISCONNECT L.-0---(N)" CONDUIT ROOF 2/ (N)4 PV MODULES 23' j w ........-1 X - .7 *r U)- 9 0- 17 A /T A 1 (N)11 MICROINVERTER EACH PANEL ATTACHED WITH MICROINVERTER I.*' 4iTAIN PLANS FOR FUTURE REVISIONS. 0E li-1---tredinget_6*_23:j:f T TO ITEMS CHECKED AND CONDITIONS £ y :aniT#St €St.Bford,g D [NTERIOR Ti ONLYr .. 11- _ i -(3 NO EXTERIOR ALTERATIONS/MODIFICATIONS2 ' VICINITY MAP '.3 AL..4€. ATERIALS TO MATCH EXISTING PV-1 L ·.j:virr t:i·+EENING REQUIRED AARRAY LOCATION ...1 Q · 9 ki .. CE w U.1 0%<6 (Du OhLLIZ,-t>; 1 U £92mE C E I VE '75 g. 5<9 1 LEI <2< LO '18 @segg AUG 2 0 2013 0- 04(05 City of Santa Ana TITLE: SITE PLAN VICINITY MAP HOUSE PHOTO JOB NO: 20526X r -71 -0 111 \, t1 SITE PLAN WITH ROOF PLAN 1 3 1 HOUSE PHOTO DATE: 07/11/13 PV-1 I SCALE: 1"=20to" 8 PV-1 I N PV 1 g / 792.90 Pede,4 (I%Dll MICROINVERTER \/41 EACH PANEL ATTACHED WITH MICROINVERTER (N)12 ATTACHMENTS- @72" O.C. MAX ROOF 1- (N)7 PV MODULES (E)100A MAI SERVICE PANEL (N)SOLAR Ad DISCONNECT (N)1" CONDUI 0 0 0 0 0 0 ITT -44«»39/ N)1 OATTACHMENTS @48" O.C. MAX ROOF 2 (N)4 PV MODULES MODULE TYPE, DIMENSIONS & WEIGHT MODULE TYPE=SOLAR MAX ZHM230P MODULE WEIGHT=44.1 LB MODULE DIMENSIONS=64.56"X38.97"=17.47SF UNIT WEIGHT OF MODULES=2.52PSF ROOF 1 PANEL WEIGHT PER ATTACHMENT=25.7LB ROOF 2 PANEL WEIGHT PER ATTACHMENT=17.6LB T-BOLT /MID CLAMP OR END CLAMPSOLAR PANEL, 1 ROOF PLAN t PV-2 SCALE: 1"=20'-0" N ARRAY & ROOF INFO ROOF TYPE- COMP. SHINGLE ROOF SLOPE- 18° ROOF FRAMING- 2"X6" RAFTER @24"O.C. ROOF 1 AZIMUTH- 95° ROOF 1 PANEL AREA- 123 SF ROOF 1 FACE AREA- 436 SF % COVERAGE- 28% \,*OFESS/d1#2¢SEU&Ar 14#fre 69163 Rell U i EXP. *30·14 4 /1 "-16x" S.S. HEXViHEAD BOLT W "-16 FLANGE NUT ALUMINUM PIECE, (1 PLYWOOD " x 3" LAG BOLT W2" MIN. PENETRATION 2"X6"RAFTER@24"0.C. \It -1 / - /SOLAR MOUNT RAIL ¤ L FOOT FLAT FLASHING 0 Ul < LU Z H 1- 0 2 4 OUJ i8 TITLE: ROOF 2 AZIMUTH- 185° ROOF 2 PANEL AREA- 70 SF ROOF 2 FACE AREA- 174 SF % COVERAGE- 40% 2 CONNECTION DETAIL PV-21 ROOF PLAN ATTACHMENT DETAIL JOB NO: 20526X DATE: 07/11/13 PV 2 WIRE/CONDUIT SCHEDULE MODULE SPECIFICATION TAG DESCRIPTION 1 ARRAY TO JUNCTION BOX 2 JUNCTION BOX TO AC DISCONNECT 3 AC DISCONNECT TO REVENUE GRADE METER 4 REVENUE GRADE METER TO MSP 5 BARE COPPER WIRE 6 EQUIPMENT GROUND CONDUCTOR CONDUIT TYPE/SIZE SIZE/TYPE #10 AWG USE-2 N/A #10 AWG THWN-2 i"EMT #10 AWG THWN-2 i"EMT #10 AWG THWN-2 i" EMT #10 AWG THWN-2 N/A #10 AWG THWN-2 1"EMT NOTES MODEL NO.SOLAR MAX ZHM230P PEAK POWER 230W FREE AIR RATED VOLTAGE (Vmp)30.1V RATED CURRENT (Imp)7.67A OPEN CIRCUIT VOLTAGE (Voc)37.14V SHORT CIRCUIT CURRENT (Isc)8.45A INVERTER SPECIFICATION INVERTER MAKE INVERTER MODEL MAX. DC VOLT RATING MAX. AC APPARENT POWER NOMINAL AC VOLTAGE MAX AC CURRENT ENPHASE ENERGY M215-60-2LL-S22 45V 215W 240V 0.9A ARRAY DETAILS NO. OF MODULE PER STRING 11 NO. OF STRINGS 1 +lll ARRAY AC WATTS AT STC 2.5kW MAX. VOLTAGE 41.6V GENERAL ELECTRICAL NOTES: + ICROINVERTER MICROINVERTER MICROINVERTER . AC/AC/At / /95 /71 4 »5 1 1 1 7.0 G G G + +0 -0 -El MGDWLE MODULE MODULE ,.,/' 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90°C, UNLESS OTHERWISE NOTED. LA 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. 1-2 CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 5. ALL CONDUCTORS, EXCEPT USE-2, SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. 6. RACKING AND MODULES ARE GROUNDED VIA A CONTINUOUS #10 AWG COPPER CONDUCTOR, GROUNDING CLOPS, GROUNDING LUGS AND/OR BONDING JUMPERS. 7. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC ..1 8. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE UTILITY LOCATED AS REQD PER SEC. R314 & R315 OF THE CALIFORNIARESIDENTIAL CODE (CRC)ELECTRIC METER9. ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR Bl-DIRECTIONALMODULES, UL 1741 FOR INVERTERS EXISTINGD MAIN SERVICE PANEL 100A, 240VAC, 1 PH, AC DISCONNECT MCB J-BOX 240VAC, 30A /100A NEMA 3R NEMA 3R, UL LISTED ' REVENUE GRADE METER & Z 1- C 0 LU 4 C O U a: - 0 C TITLE: 2 .1 15A EGND N L2 L SINGLE LINE DIAGRAM 8 V V JOB NO: 20526X -----Ii-Ii---------------------DATE: 07/11/13 EXIS I INU GROUND -L PV 3 g·- 3--------------------------- r- ----1----eC007 REQUIRED SIGNAGE 1. LABEL FOR JUNCTION BOX: 690.35(F) WARNING! ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 2. LABEL FOR SOLAR AC DISCONNECT: 690.53 OPERATING CURRENT: 9.9 A OPERATING VOLTAGE: 240 VAC MAXIMUM OUTPUT POWER: 2.4 kW 7. ON ALL INVERTER AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR CIRCUIT MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. AC CONDUCTOR AMPACITY CALC'S (FROM AC DISCONNECT TO MAIN SERVICE PANEL) # OF INVERTER: 11 EXPECTED WIRE TEMP. (°C): 31 TEMP. CORR. PER NEC TABLE 310.16: 0.96 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 # OF CURRENT CARRYING CONDUCTORS: 3 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 CIRCUIT CONDUCTOR AMPACITY: 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 690.8(B): 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25x0.9xll=12.4A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER 3. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN 1/4" HIGH LETTERING LABEL FOR SOLAR AC DISCONNECT: 690.17(4) WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 4. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) SOLAR AC DISCONNECT 5. LABEL FOR INSIDE MAIN SERVICE PANEL: 690.64(B)(7) WARNING! INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE FIRE DEPARTMENT REQUIRED SIGNAGE ELECTRICAL CALCULATIONS OPERATION VOLTAGE= 240 V OPERATING CURRENT= 11 X 0.9= 9.9 A MAX PV VOLTAGE & CURRENT CALC'S MAXIMUM AC OUTPUT POWER: 215 x 11 = 2.4 kW MAXIMUM PV SYSTEM DC VOLTAGE PER NEC 690.7 37.14xl.12=41.6V MAXIMUM PV CONTINUOUS DC CURRENT PER NEC 690.8(A)(1) 1.25 x 8.45 xl= 10.6A AC CONDUCTOR AMPACITY CALC'S (FROM STRING TO AC DISCONNECT) # OF INVERTER: 11 EXPECTED WIRE TEMP. (°C): 53 TEMP. CORR. PER NEC TABLE 310.16: 0.76 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 # OF CURRENT CARRYING CONDUCTORS: 3 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1.0 CIRCUIT CONDUCTOR AMPACITY: 40A NEC TABLE 310.16: TEMP. CORR. PER NEC TABLE 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.96 xlx40= 38.4A > 12.4A O.K. 15A PV BREAKER WILL BE PROVIDED BACKFED 120% RULE PER NEC 690 . S 120% x BUS RATING>=MAIN BREAKER + PV BREAKER 120% x 100A>=100A+PV BREAKER PV BREAKER <= 20A 0 15A<= 20A O.K. Z 6. THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR ELECTRIC SYSTEM CONNECTED THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 8 9929LU <2<10REQUIRED CIRCUIT CONDUCTOR AMPACITY lai-- O LUEZ* PER NEC TABLE 690.8(B):RE 83:AE 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25x0.9xll=12.4A TITLE: DERATED AMPACITY OF CIRCUIT CONDUCTORS CALCULATION PER NEC TABLE 310.16:SIGNAGE TEMP. CORR. PER NEC TABLE 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x JOB NO: 20526X CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.76 x 1.0 x 40 = 30.4A > 12.4A O.K.DATE: 07/11/13 10 AWG WIRE IS O.K. PV 4 t/-31 -5 .. ( 9 9 0 C)22 C2 go 62' 1- 8-6-J t w m Mi. fal Ht **62 2%1.- A 4 0 g c -JO = C<0 I :21 O<EQO 03 2 Re U CD >.'53 -2 0 E -& .DE C UP C>-D 5%233 *229-- W© 5276 2 31= CUEM w gec 9-COal /U b..W E I C -25 0 * @5€23 72 £1 82 2 20 g= c.c=p ¢6 €10 1/2 U. 25 2 d w CO p .9 O A &&0 2 .0 - e £81 a. 01 %=E --9.-, &18 73 Mci O=>445%:2 N m li& U 9. Co g 23 5, E-,82 2 E 8 2 2 22 8&20 0=, 12 E .2 0 51 -0 9UP 0 40= 16.8 28 le642€0432 202m #16 1% 23 1-lcD = >: et 0 U ARCHITECTURAL STMASNOO MOd 0314300V 0 4 ull 0 C Ul LU f ,•, i O 338 3Ilk!3: LU Or. t -uate.PERMfT TYP PERMIT#dn080 *000 dA.1.081.SNOO 10!1103 3000 3NOZ G:301=I 0 3NOZ GOOld IN/IJOI:!OIVV 18WV8 1141¥10¥8 8;DENT;Al nc i ACCepte{3 My -De. F SAT Date issued TALESUN TP660P -240vJ Peak Power:220-250Wp -80*./ 1****@*ETERISTiES > Plus Only Power Tolerance: 0- +3% > High Mechanical Load Strength: Product to Withstand High Wind Loads (5400Pa) and High Snow Loads (5400Pa) in Accordance with IEC 61215 > Fully Automated Production Line: • Better Soldering • Better Cell Spacing Tolerance: 1 0.3mm • Better and More Consistent Product Quality ELECTRICAL PARAMETERS* TP660P g -+3% -0.45%TC MODEL 220 225 230 235 240 245 250 Maximum Rated Power at STC 220W 225W 230W 235W 240W 245W 250W Voltage at Maximum Power (Vrnp) Current at Maximum Power (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) Module Efficiency n m(%) Power Tolerance 29.OV 29.2V 29.4V 29.5V 29.7V 30.1V 30.3V 7.59A 7.71A 7.83A 7.97A 8.08A 8.14A 8.25A 36.4V 36.6V 36.7V 36.8V 36.9V 37.1V 37.3V 8.32A 8.40A 8.52A 8.59A 8.62A 8.65A 8.69A 13.6 13.9 14.2 14.5 14.8 15.1 15.4 Pmax VOC -0.35%/C Temperature Coefficient ISC +0.05%/'C NOCT 45*2t 0 STC: 1000 w/mi 25 t, AM 1.5 58** 01. + 9? C € 42> [El Eff g @ G®. 42.NDAJ - Lt e Talesun Solar USA, Ltd.Rev.20120511 11 Output under different radiation and temperature conditions. Electrical Performance (Cell Temperature:25t) - 1 Au 9.0 LONIC"I#8.0 7.0 -23* 1\ 2-043-100,18. 6.0 ./ ,S.0 1 111 3.0 I , ,- 1 + 1 -·1- }2.0 1.0 .. I 0 • 10 20 30 1 1 Voltage(v) 1 Itoaw<: 1 - ,Dee-'1 - 6.ow,m'I- •00•·7,•'1- 990,·r,r•140.0.1 1 962'nyn,-37 Pe 150 \\1 100 Wo 40 JOCW .i TP660P Pm(W)240 no 8.0 \\ X 7.0 .L- *60 \\ \ "..t"., r-'22£U..L --E--,F2a 31 / "'51 7 41 131 A- /5.0 8 4.0 3.0 2.0 1.0 40.·-116,4 11 10 20 30 40 Voltage(V) Cell Type Cell Dimensions Cell Arrangement Weight Module Dimensions Cable Length Cable Cross Section Size No. of Bypass Diodes Packing Configuration Frame Junction Box Poly Crystalline 156 x 156mm®inch) 60 (6 x 10) 20kg(44.lbs) 1640 x 990 X40mm(64.6X 39.0 x 1.6inch) 1000mm(39.4inch) 4mrn2(0.006sq.in) 6 25 Per Pallet Anodized Aluminium Alloy IP 65 Rate Maximum System Voltage Operating Temp. Maximum Series Fuse Static Loading Conductivity at Ground Safety Class Resistance Connector 1000\UDCCIEC) -40'C-+85°C 15A 5400pa 0.1 Q 2 100M O MC4 Product Quality Warranty: 10 years Performance as Set Forth Below: a) During the first year, TALESUN guarantees the actual power output oftoo,6 1 Additional value from Zhongli Talesun's linear warranty the module will be no less than 97% of 1 90%the labeled power output. E -- b) From year 2 to year 24, the actual3 8094 - annual power decline will be no more 0 5 10 15 20 25 than 0.7%; by the end of year 25, the Years actual power output will be no less than 80% of the labeled power output. IC794119 ICIPC47'On I Il 4-7AO IC7C17nl 1660*/ 164.6/,1 A215-MICROINV-ERTER e] enphaseENERGY Lj [e] enphase ENERGY The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. - Maximum energy production PRODUCTIVE -Resilient to dust, debris and shading - Performance monitoring per module - System availability greater RELIABLE than 99.8% - No single point of system failure The Enphase System includes the microinverter, the Envoy Communications Gateway, and Enlighten, Enphase's monitoring and analysis software. - Quick and simple design, installation SMART and management - 24/7 monitoring and analysis - Low voltage DCSAFE -Reduced fire risk e® US enphase.com M215 - MICROINVERTER TECHNICAL DATA Input Data (DC) Recommended input power (STC) Maximum input DC voltage Peak power tracking voltage Operating range Min./Max. start voltage Max. DC short circuit current Max. input current Output Data (AC) Maximum output power Nominal output current Nominal voltage/range Extended voltage/range Nominal frequency/range Extended frequency range Power Factor Maximum units per 20A branch circuit Maximum output fault current Efficiency M215-60-2LL-S22/S23 and M215-60-2LL-S22-NA/S23-NA (Ontario) 190 - 260W 45V 22V - 36V 16V - 36V 22V/45V 15A 10.5A @208 Vac @240 Vac 215W 215W 1.0A (arms at nominal duration)0.9A (arms at nominal duration) 208W183-229V 240V/211-264V 208W179-232V 240V/206-269V 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz >0.95 >0.95 25 (three phase)17 (single phase) 1.05 Arms, over 3 cycles; 25.2 Apeak, 1.74ms duration CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency (weighted, reference EN50530)99.6% Dynamic MPPT efficiency (fast irradiation changes, reference EN50530)99.3% Night time power consumption 46mW Mechanical Data Ambient temperature range Operating temperature range (internal) Dimensions 0/VxHxD) Weight Cooling Enclosure environmental rating Features Compatibility Communication Warranty Monitoring Compliance Enphase Energy, Inc. 201 1 st Street Petaluma, CA 94952 Phone: 877-797-4743 Fax: 707-763-0784 info@enphaseenergy.com http://www.enphase.com -40°C to + 65°C -40°C to + 85°C 17.3 cm x 16.4 cm x 2.5 cm (6.8" x 6.45" x 1.0")* 1.6 kg (3.5 lbs) Natural convection - No fans Outdoor - NEMA 6 Pairs with most 60-cell PV modules Power line 25-year limited warranty Free lifetime monitoring via Enlighten software UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 0 * without mounting bracket 142-00010 Rev 03 3/8-16 X 3/4" SS HEX BOLT mE. 3/8-16 SS FLANGE NUT 3 >/1 4 6105-T5 ALUMINUM - 1 \ 4 oon 000 d N -RAC00 SolarMounUSunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 5:\Autolod Detail Library\CAD\UNIRAC-310068_2in Ser'ated L Foot.du·q, 6/24/2008 1:44:32 PM SOLARMOUNT Technical Datasheets :i: UNIRAC A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 9 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom (hidden.:38 n3101 Beam Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5,6105-T5, 6061-T-6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: -0.031 lbs (14g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one 1/1"-20 ASTM F593 bolt, one 1/7-20 ASTM F594 serrated flange nut, and one W' flat washer Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut 1 01 ' p. f u 1Y t U.11 ---- -x e=1 1.24 1.00 Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1566 (6967)686 (3052)2.28 1038 (4615)0.662 Transverse, Xi 1128 (5019)329 (1463)3.43 497 (2213)0.441 Sliding, Zi 66 (292)27 (119)2.44 41 (181)0.619 Dimensions specified in inches unless noted e SOLARMOUNT Technical Datasheets :FUNIRAC A HILTI GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 3021050, 3021060 Bolt Mid n.\ ·t Beam 1 Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac 74"-20 T-bolt and one 1/4"-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory 1.00 D[STANCE -- - - 82!WEEN MocuES I m I 1,8,2 7 4 L.X Dimensions specified in inches unless noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 Sliding, Xi 1194 (5312)490 (2179)2.44 741 (3295)0.620 SolarMount End Clamp Part No. 302001 C, 302002C, 3020020, 302003C, 3020030,302004C, 302004D, 302005C, 302005D, 302006C, 302006D, 302007D, 302008C, 302008D, 302009C, 302009D, 302010C, 302011 C, 302012C Lrinated Flange Nut « ill 7. 1 1=., ./ b Y L.x • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: -0.058 lbs (26g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents · Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac 1/4.-20 T-bolt and one W'-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam '3·Z@?ilt -Efidllamp 4 1.5 -1 MIXEMUM Dimensions specitted--:cunches-unless-noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 Transverse, Zi 63 (279)14 (61)4.58 21 (92)0.330 Sliding, Xt 142 (630)52 (231)2.72 79 (349)0.555 e SOLARMOUNT Technical Datasheets :i:UNIRAC A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized L-Foot weight: varies based on height: -0.215 lbs (98g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents For the beam to L.Foot connection: · Assemble with one ASTM F593 %"-16 hex head screw and one ASTM F594 %"serrated flange nut · Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory A1 NOTE: Loads are given for the L-Foot to beam connection only; be --X sure to check load limits for standoff, lag screw, or other attachment method - 6 - 1 - lot JX SLOT FOR 36 -"f ' - 1 , 1 1 2.01 - Dimensions specified in inches unless noted Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Sliding, Zi 1766 (7856)755 (3356)2.34 1141 (5077)0.646 Tension, Y+1859 (8269)707 (3144)2.63 1069 (4755)0.575 Compression, Y- 3258 (14492)1325 (5893)2.46 2004 (8913)0.615 Traverse, Xi 486 (2162)213 (949)2.28 323 (1436)0.664 0 e SOLARMOUNT Technical Datasheets :i: UNI RAC A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 3101680 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) pif 0.811 1.271 Total Cross Sectional Area irf 0.676 1.059 Section Modulus (X-Axis) ire 0.353 0.898 Section Modulus (Y-Axis) in3 0.113 0.221 Moment of Inertia (X-Axis) in4 0.464 1.450 Moment of Inertia 9-Axis) ire 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 14' HEX HEAD SCRr-'SLOT FOR T-BOLT OR 14"HEX HEAD SCREW 1.728 -- CVV F-1 #am L 2.500 1.316 2X SLOT FOR SLOT FOR - BOTTOM CLIP BOTTOM CLIP 3.(00 SLOT FOR - 3" HEX BOLT SLOT FOR -v/77 1.385 6" HEX BOLT 1//1 Y A 1- .387--V 1, , .750- - 1.207- -1.875--Y "f X ··-X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 0 STRUCTURAL ENGINEERS January 20,2011 #S>ze. 1 -/2 UniRac Hwiqf/ r 1411 Broadway Boulevard NE 0/ Albuquerque, New Mexico 87102-1545 \flo. S3878 TEL: (505) 242-6411 *\6. &31=13-\ 1/ FAX: (505) 242-6412 Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Complaint Installation Manual 227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 Inteinational Building Code, by International Code Council, Inc., 2009 2. 2010 California Building Code, by California Building Standards Commission, 2011 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association, 2005 This letter certifies that the structural calculations contained within UniRac's "SolarMount Code-Complaint Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sinceely, Paul 6cher, SE - President 8137 Sunset Avenue, Suile 120 • Foit Oaks, (A 95628 • 916.961.3960 + 916.961.39651 + WWW.P 5 .COM FLANGE NUT END CLAMP -TOP MOUNTING FLANGE NUT CLAMP / MID CLAMP T-BOLT. T-BOLT UGC-1 CUP LAR MOUNT RAIL Re' A T-BOLT UGC-1 CLIP RAIL -1--1 F CLIL 100 d N J RAC]0 Installation Detail © 2008 UNIRAC, INC. 1411 BROADWAY BLVD NE ALBUQUERQUE. NM 87102 USA PHONE 505.242.6411 UNIRAC.COM URASSY-0006 SolarMount Rail Top Mounting Clamp Universal Grounding Clips :\AutoCad Detail Library CAD\URASSY-0006_Solar Mount Rail-UGS-1 Clip-Top 1/cunt Clamp.:Ing, 8/22/2008 9:47:53 AMLt