Loading...
HomeMy WebLinkAbout10179304_1408 W. 2ND - Plan (2)CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: /420 8 W lr?0( 82, USE OF BUILDING:02MAL COMMERCIAL SUITE: INDUSTRIAL OTHER 3/2/05:forms/Bldg.App.Worksheet SAPIN #3767¥935.27 -/ 2- t'35 -11=>ll10 MASTER ID# NATURE OF WORK:NEW 'D ALTERIT.1.DEMO REROOF REPAIR SIGN MISC NFW/ADDITIONiAI TFRATION· 1ST FL.. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT: SF BASEMENT: YES/NO SF PATIO/ENCL. PATIO: SF RES. REMODEL: SF ALTER/T. I.: SF NO. OF STORIES: SF BLDG. HEIGHT: SF PROPOSED USE: SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : /4 L roc>F rwourkied. pt/?5+0 vo 1 +A' c nabol u ( EX tva l./4,5 0-5 BUILDING OWNER'S NAME:PHONE NO:bu (te n , (9¥\ CA cio 7/4 -560- 05-3-1 ADDRESS:CITY:STATE:ZIP·/ 909 UJ lv\C/t S /SAMA-4 ky CA 9-2,103, TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME: 5(/WBEES GEDO FE livE- STATE CONTR. #: 9-70 59 1 LICENSE CLASS: 6, 0 9 6 PHONE NO: 7,4 - 6-76 -EWEEr ADDRESS:CITY:STATE:ZIP: 95/ W £401 064/+ F&>l , :>11 -L l-L--8 viCA.CA 9.2-7-2.- 1 WORKERS COMP. POLICY#: 9 DOS -2-5 4 -/ -3 EXP. DATE: 01/-2.0 2 4 INSURANCE COMPANY:SANTA ANA BUS. LlC. #: Mainiat I.av¥0*m Se,vukes t#VE ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: .IC?s> tj# Ene ; 0u-.42, r-i v" y-1£ 9 -195 -3( 0 Lt ADDRESS:CITY:STATE:ZIP:/ 0-2. Fi non. 1€.e L.8-93 4.,c 096 t/4 esa-CA 92 6 -2-7 CONTACT NAME: 1-ibin (4*-Aowl CA l/PHONE NO: < 2-6 - -3 9 0 -6%2 E- 4 E-MAIL ADDRESS:jy C IAU 9 -EVI/€- 1.9*YSt,\ 0Y . L.6 y'«. OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #-P/CFEEPD $ TYPE OF CONSTR:VALUATION: $ t..4,,sc=,0 SUBMTAL [ FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:P CES5ED RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OKTO CHECK& DATE BLDG. DEPT, APPROVAL & DATE PLNG CONDITIONS: nr PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: E.Additional square footage E Awnings E Canopy El · Card readers El Ceiling work U Change ofoccupancy-(use) E Disabled accessible (H/C) restrooms U Dust collector U Elevator shaft U Exterior doors or windows U Equipment pads El Interior demo Kitchen equipment U Partition walls U Rated corridors El Rated shafts EF Roof mounted equipment El Security bars U Screening for equipment El Skylights m 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 Pgol/Spa Signs Spray booth Temporary power pole Trash enclosure CALCULATIONS FOR ARCHITECTUI Job:BUITRON SOLAR PANELS ACCEPTED FO Address: --1408-W:-2nd-Street - Santa Ana, CA 92703 .SEPARATE PERMI ! =1 wr:TRICAL. PLUMB[ INDEX TO CALCULATIONS l a Sheet Item alterazons on same wiwi City of Santa Ana.1 design loads, wind uplift check 2 attachment check, rail design, lateral analysis laely*v &lance of this pli Engineering Calculations Performed By:be heR]rro permit nor be ; n C 1O11provisions of ANY City OnDoug Engineering JUL & u 102 Pinon Tree Ln, Costa Mesa, CA 92627 11/N-Wi 949-285-5104 City of Santa Am?Pted By CITY ( Date Issued - Project Number Date: For: Sunbees Group Inc., dba True Power Solar 451 W. Lambert, Suite 212 Brea, CA 92821 ,(714)676-8888 #A#LeLL.4=kTPS-1194 7/23/2013 #&50-8 69163 Fijj * 0**14 * BASIS FOR DESIGN .,190 CODE:2010 California Building Code ASCE 7-05 LIVE LOADS ROOF 20.0 psf LATERAL Seismic Design Category: D R 5.5 Seismic Use Group I SDS 1 SS 150 % - ' SD1 0.6 S1 1 WIND enents and CladdingSUWN To Thkrb'lowinglg8ppkogal, 04Manning 04&?pmeniy Xable values are multiplied rl, Fire Department 1=1.21 Exposure C 91 Police Dea,tmentPnet = 0 Evblib Worl<* Agbncy I X Pnet301 roof slop2QlpareNFIg Permit Atrib =-Cl-688fnty-of-*agge Health-[*artfnentZone 1 r.4¥2Cal / OSHA.O psf (end.zones)nterior zones) i panes witnin Zone 1&2 ?Zone 2 ' Use Zone 2 ValueZone 3-eE166(3-Plailiti.5 psf (CorneZones within a) -63¥62131]irgt,Maeff-Disfr?oft- 3 ¤ Park Acquisition and Development . . %, - PROJECT: Buitron Solar Panels Doug Engineering SHT.1 OF 2 CLIENT:TPS Civil Engineering DATE 7/23/2013 BY:DM DE JOB NO. TPS-1194 DESIGN LOADS Dead Loads Roof Comp. Shingle 3.5 psf Pupliftzl =14.0 psf 5/8" Ply shtg 1.9 Pupliftz2 =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 psi Total DL 12.7 psf DL+WL LL 20 psf DL+WL =11.2 psf Uplift Check 2x4 rafters @ 24" o.c. Spacing 2.00 ft Trib panel width =6 ft E 1500000 psi Fb=900*1.5*1.15 1553 psi 5 inA4 Mallow2x4Wind =1109 ft-lb Spanl 8.00 ft Mallow2x4LL =867 ft-lb Span2 6.00 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 O.00 1 1.00 1.00 7.00 -299.4 -42.8 -21.2 6.0 -342.2 -299.4 48.4 36.86 2 4.38 4.38 3.62 -154.8 -187.3 -21.2 6.0 -342.2 -678.2 48.4 83.49 Panel Edge 5.38 Panel Edge 5.38 3 6.38 6.38 1.62 -39.9 -157.0 -12.2 6.0 -196.9 -254.4 48.4 62.56 4 9.76 1.76 4.24 -104.4 -43.3 -12.2 6.0 -196.9 -183.7 48.4 45.17 Panel Edge 10.76 Span 1 Uniform DL 8.00 46.6 46.6 5.8 psf 2.0 11.6 pif Span 2 Uniform DL 6.00 34.9 34.9 5.8 psf 2.0 11.6 Reactions at Spanl -447.5 -340.6 Negative values are uplift reactions Reactions at Span2 -69.4 -8.4 Mmaxwinduplift =912 ft-lb < 1109 ft-lb OK For DL+LL including the PV system weight point loads W=59.4 pif P = Mmax =631 ft-lb < 867 ft-lb OK 93.1 52.4 48.4 Ib . - PROJECT: Buitron Solar Panels Doug Engineering SHT.2 OF 2 CLIENT:TPS Civil Engineering DATE 7/23/2013 BY:DM DE JOB NO. TPS-1194 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT P wuplift =342.2 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 >342 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 72" o.c. max for attachment points, typ. Table 8. L-Foot SolarMount Series Rail Span SM - SolarMount HD. SolarMount Heavy Duty Span 2 3 33 4 45 7 73 83 9 93 10 10-5 11 11.5 I2 12.5 13 115 1 14 143 I5 w = Dtulbuted Load (08 20 25 30 40 50 1 60 1 80 100 120 140 160 leo 200 220 240 260 280 300 SM SM SM SM 91 SM SM SM 9M 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 91 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM | SM SM SM SM 91 SM SM SM 91 SM Stl HD SM SM SM SM 91 SM SM SM 91 SM HD SM SM SM SM 91 SM SM SM HD HD SM SM SM SM SM SM HD HD HD SM SM SM SM 91 L_1 Ho HD HD SM SM SM SM 91 SM HD HI) HO SM SM SM SM SM HD HD HD SM SM SM SM SM HD HD HD SM SM SM SM HD HD HD SM SM SM HD HD HD HD SM SM SM HD HO HO HD SM SM SM HD HO HD SM SM HD HO HD HD SM SM HD HD HD HD SM HD HD HD HD SM HD HD HD HD HD HD HD HD HD HD HD HD HD MD HD HD HD HD HD HD HO HD HD HD HD HD HD HD SM I r LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting- = 2000 sf Wpanel = Wroofexisting = 9.7*2000 =19400 Ib 14 *V\/panel = Wwallexisting = 15*70*4 =4200 Ib Wrestofarray = 44.1 Ib 617.4 Ib 116.34 Ib Wexisting =23600 Ib Warray =733.74 Ib V = 0.182W Vroofexisting -4295 Ib Existing Total Lateral Force Vroofwpanels =4429 Ib New Total Later Force % increase =4429 4295 *100%-100% =3.1% increase which results in less than a 10% increase in the stress of existing lateral resisting elements OK SOLAR PHOTOVOLTAIC SYSTEM FOR: BUITRON, IGNACIO 1408 W 2ND ST SANTA ANA, CA 92703 (714) 560-0522 PROJECT DESCRIPTION 14X230W ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES SYSTEM SIZE: 3.22 kW DC STC ARRAY AREA: 245 SF (E)ONE-STORY HOUSE ALL WORK-T@£·GGM·86¥-\ATH THE FOLLOWING-09*$881 :i:NSTRUCTION 2010 CA BUILDING CODE 2010 CA RES]SE%£§DE2010 CA M®slrIAIAW@AlthAWDE 2010 CA Et-EGE[-RTO*190@ODE 2010 CA PMWIM 8882 2010 CA ENERGY CODE2010 CA FC*e Bion of anyQUALL NOT or State Law. V jF 0 nmto Well'b. TA ANA wpasi * 1 SHEET ORDER , PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO PV 2: ROOF PLAN, SECTION DETAIL PV 3: ELECTRICAL LINE DIAGRAM AND NOTES PV 4: REQUIRED SIGNAGE ELECTRICAL CALCULATIONS fREECT SITE 1408 W 2ND ST 4 ./ I QI .i Er) r- a ... ... + 2 04(E)100A MAIN-4 L-u·- i ·4 7. 444 7,· Al," _ -, PLANNiNG DiVid-8-04, SERVICE PANEL i-/1 (N )SOLAR AC'- / 1 MASTER I.D. 1-0 \1 - 169 1 9 0 DISCONNECT /G.P.LIC Zone 0-2/ 1(NE" CONDUIT'' - (N)14 PV MODULES-PLANNER Aol ·P (N)14 MICROINVERTER TRANSFERRED BY i.-ip. M 1.,--·- · ----2 VICINITY MAPEACH PANEL ATTACHED WITH MICROINVERTER .14-61. PLANNING INSPECT;ON REQU;RE-i ·, ..·· ' PV-1 IROUGHFINAL ADOAI NAME (714) RETAIN PLANE JOR FUTURE PEract 1 -151 -SUBJECT TO i-CEME CHECKED AND 3.- BELOW: O INTER.O-2 1.: (Df·.ill, O NOE>'.72-* ·-1 71.TERATIONS/MC· -u ¤ ALL r..1-672.t.:ALS FO MATCH EXIE . :., O SCREEN:·JO RECLURED 80 O SUBMIT L./0.:JECAPIE PLANS CONDITIONS:tq< /vAJ ed.w . 1 SITE PLAN WITH ROOF PLAN i 3 1 HOUSE PHOTO PV-1 I SCALE: 1"=20'-0" N PV-1 I -Pa)#St_ __ _- 2_-_WZnt#St---<R ECEIVE * JUL 25 2013 co 0 City of Santa Ana *55 --,PERMIT TYPE ( ELECT PLBG MECH GRA[)114 PERMIT# /0/7 9 304 <r Z 1- OCC. GROUP 25 .,··[d-' CONSTR TYPF V- 5 8 CODE EDmON 20 /0 04 FLOOD ZONE V FLOOD ZONE CERTIF. REQ'D YES _MICROFILM ---YES_ NO -· i./. -RADIANT BARRIER @ ROOF YES (-J¢(B,010: 20492X RESIDENTIAL DEV. FEE YES : 07,03/13 SCHOL DISTRICT YES i- PV- 1 < W lists .11 rn /MARM T LUUM I IUIN ,.....TIONS A. 0 BrY MAP r E F'HOTO BLITRWN, 'NAC O SANTA ANA, CA 92703 TITLE RITF-1 0 U /(N)1" CONDUIT (E)100A MAIN-0 / SERVICE PANEL >4 (N)SOLAR AC" 1 0 00 0 DISCONNECT o o 0 0 3' O 0 -I.-(N)14 PV MODULES °:: (N)26 ATTACHMENTS 0 00 0 @72" O.C. MAX 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 PANEL WEIGHT PER ATTACHMENT=23.7LB T-BOLT /MID CLAMP SOLAR PANEL OR END CLAMP ¥ 11 1 ROOF PLAN PV-21 N f t'-16xi" S.S. HEX SOLAR MOUNT RAI L* 0'o*34*4 ,* HEAD BOLT W j"-16 FLANGE NUT I J LFOOT *i ARRAY & ROOF INFO >1 ALUMINUM PIECE,(1 1 ,/FLAT FLASHING = ROOF TYPE- COMP. SHINGLE ROOF AZIMUTH- 270° ROOF SLOPE- 24° ROOF FRAMING- 2"X4" RAFTER @24"O.C. ROOF PANEL AREA- 245 SF ROOF FACE AREA- 605 SF % COVERAGE- 40% PLYWOODx k" x 3" LAG BOLT W2" MIN. PENETRATION 2"X4"RAFTER@24"0.C. TITLE: 11 ROOF PLAN 2 CONNECTION DETAIL ATTACHMENT i DETAIL PV-21 JOB NO: 20492X DATE: 07/03/13 PV 2 WIRE/CONDUIT SCHEDULE MODULE SPECIFICATION TAG DESCRIPTION 1 ARRAY TO JUNCTION BOX 1 ARRAY TO JUNCTION BOX 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 CONDUIT CONDUCTOR TYPE/SIZE SIZE/TYPE #10 AWG USE-2 FREE AIR #10 AWG USE-2 FREE AIR #10 AWG USE-2 FREE AIR #10 AWG THWN-2 i" EMT #10 AWG THWN-2 i" EMT #10 AWG THWN-2 1" EMT #8 AWG SOLID FREE AIR #8 AWG THWN-2 NOTES MODELNO.SOLAR MAX ZHM230P PEAK POWER 230W BLACK - Ll RATED VOLTAGE (Vmp)30.1V RED - L2 RATED CURRENT (Imp)7.67A BLUE -NEUTRAL OPEN CIRCUIT VOLTAGE (Voc)37.14V SHORT CIRCUIT CURRENT (Isc)8.45A INVERTER SPECIFICATION INVERTER MAKE ENPHASE INVERTER MODEL M215 MAX. DC VOLT RATING 45V MAX. AC APPARENT POWER 215W NOMINAL AC VOLTAGE 240V MAX AC CURRENT 0.9A GENERAL ELECTRICAL NOTES: 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. 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. 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 8. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQD PER SEC. R314 & R315 OF THE CALIFORNIA RESIDENTIAL CODE (CRC) 9. ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR MODULES, UL 1741 FOR INVERTERS i i" EMT J-BOX ARRAY DETAILS 3f NO. OF MODULE PER STRING 9NO. OF STRINGS ARRAY WATTS AT STC /E MAX. VOLTAGE »*t / d E CO 0 ,101!CROINVERTER MICROINVERTER MICROINVERTER '\\4, 1 1 • LA 11 U [*71 AC 1 AC/ 1 DC 1/9CI UTILITY G G G Bl-DIRECTIONAL ELECTRIC METER -8+ 8 8 (9 .. MAIN SERVICE PANEL ON -2 100A, 240VAC, 1 PH 6 C)U.1 <L<.*-4 MODULE,3 ZGH:4Z 90<LO ZZ96 *91<2)-3 Mca 64 Es<u, 100A O t=EWg AC DISCONNECT REVENUE GRADE 05 31-<r O- m -cos240VAC, 30A ENERGY METER NEMA 3R, UL LISTED TITLE: SINGLE LINE DIAGRAM 14 1 3.22KW 240V AB NAA¥80 2 3 20A 11 V - 4615k ---1/ 4 6 GND N L2 Ll'TI,flolo _JOB NO: 20492X _L EXISTING DATE: 07/03/13 - GROUND PV 3 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: 12.6 A OPERATING VOLTAGE: 240 VAC MAXIMUM OUTPUT POWER: 3.0 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: 14 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 1.25 x 0.9 x14 =15.8A 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= 14 X 0.9= 12.6 A MAX PV VOLTAGE & CURRENT CALC'S MAXIMUM AC OUTPUT POWER: 4 215 x 14 = 3.0 kW MAXIMUM PV SYSTEM DC VOLTAGE PER NEC 690.7 37.14 x 1.12 = 41.6 V 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: 14 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-x 1 x 40 = 38.4A > 15.8A O.K. 20A PV BREAKER WILL BE PROVIDED BACKFED 120% RULE PER NEC 690 120% x BUS RATING>=MAIN BREAKER + PV BREAKER 120% x 100A>=100A+PV BREAKER ' PV BREAKER <= 20A 20A<= 20A O.K. % 1 g DRAWN BY: 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 REQUIRED CIRCUIT CONDUCTOR AMPACITY 90 @*<ts o t=ei2PER NEC TABLE 690.8(B):i @ 4% 16 6 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25 x 0.9 x 14 =15.8A TITLE: DERATED AMPACITY OF CIRCUIT CONDUCTORS CALCULATI0N SIGNAGEPER NEC TABLE 310.16: TEMP. CORR. PER NEC TABLE 310.16 x --- CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x JOB NO: 20492XCIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.76 x 1.0 x 40 = 30.4A > 15.8A O.K.DATE: 07/03/13 10 AWG WIRE IS O.K. PV 4 -boil LIC) Fu -8 (-7 £ oh Y E /-5 0- 6 . . M21-5---MIC-R-OINVERTER [e] enphaseENERGY -1 -1 [e] enphaseENERGY The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. A - 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 DC SAFE -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 240W211-264V 208V/179-232V 240W206-269V 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 (WxHxD) 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 1.03* 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 * without mounting bracket 142-00010 Rev 03 , 16 6 4- 4ISM* APITAL-, C SMX 230 SOLAR PANEL Polycrystalline Solar Module High Eff,ciency: SMX Capital has developed this high efficiency panel which delivers a superior PTC of 202.3 Watts at an efficiency of 14.17 % to consumers worldwide. Safety: Bypass diodes protect the modules from burns caused by hot spots due to shading. j Ill Reliability: Every module is equipped with 3.2 mm high transmission tempered glass and a standard waterproofjunction box. Lightweight: Anodized aluminum-alloy frame.The SMX 230 Watt Solar Module is a cost effective, high effeciency renewable power solution. Warranty: 25 Year Limited Power Warranty 10 Year Limited Construction Warranty 1-V Curve 10 Cells Temp. = 25 °C Incident Irradiance = 1,000 W/ m' 8 - - Incident Irradiance = 800 W/ m' 6 - \\ Incident Irradiance = 600 W/ m' 5 4 +77 Incident Irradiance= 400 W/m' _il 7 0-TCJ-J-W'!Z-imi Inddentlrradiance=200W/rn' 1 111 1 -m-.--.I1 i --0 5 10 15 20 25 30 35 401 .-I ' - .,L -$=M--4-3 ic€:It Voltage (V) Al: a-4 4 k.20+Lf.' 1? C e - 46. C f *, cus v rn MCS / SIVIX-230-P - LISTED*1!* E A PITA L,0-1'19 C SMX 230 SOLAR PANEL Polycrystalline Solar Module ..r LU!16!LU31'101'i'/'"01'Ni:"EN<"nuG,2,=hABIAG[;Ell;[ET@GITiTETiNE Maximum System Voltage (V) Power tolerance Cell dimension Number of cells / Layout NOCT cell Temperature coefficient Isc (%) Temperature coefficient Voc (%) Temperature coefficient Pm (%) Temperature coefficient Im (%) Temperature coefficient Vm (%) Operating temperatures Surface pressure Series fuse 38.97 in --III a lul 1000 V 0-+3% 156 x 156 mm 60 cells / 10 x 6 48 °C 12°C +0.04 1 0.015 % /°C -(0.35 1 0.02) %/°C -(0.5 i 0.05) % / °C +0.04 %/°C -0.38 % / °C -40°C -+ 90°C 60 m/s (200 kg/m2) 15 Amps E E M "Sg Peak Power Pmax Wp 230 Maxinum power voltage Vmp V 30.1 Maxinum power current Imp A 7.67 Short circuit current Isc A 8.45 Open circuit voltage Voc V 37.14 Cell efficiency %15.75 Module efficiency %14.17 WARRANTIES AND CERTIFICATIONS Warranties 25-year limited power warranty 10-year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating Standard Test Condition: T=25 AM=1.5 E.1,000 W/m' Max load 113 psf 550 kg/m' (5400 Pa), front (e.g. snow) Max load 50 psf 245 kg/m (e.g. wind) e . . 2mm /E /E 1 8 10.2 mm 3 Length Width Depth Weight IE Front and Back View t r-- 0 101 JE E900 + 0.5 mm LULU go * 8 t -m m SR# 940 mm 35 mm A-A III 1 1350*0 850i 50 mm Specifications and designs included are subject to change without notice 1640 mm / 64.56"990 mm / 38.97" 50 mm / 1.96"20 kg / 44.09 lbs SMX Capital Inc. 17700 Castleton Street, Suite 488, City of Industry CA 91748 T: 626-839-4888 F: 626-581-8830 r-,n /1- .r' r '81 - n ..11. 1 -1- 1 1 1 ....1.7 /-1 1 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT k \ 42 35 004- 3* 45 4 6105-T5 ALUMINUM C \ 1.-5 4 oon 000 d N -RAC00 ©2008 UNIRAC, INC. SolarMounUSunFrame 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 3:\AutoCad Detail Library\.CAD\UNIRAC-310068_2in Ser/oted L Foot.dwg, 6/24/2008 1:44:32 PM SOLARMOUNT Technical Datasheets :i: UNIRAC A H]LTI GROUP COMPANY SolarMount Technical Datasheet -- -- Publ!0818=ltd Vl:0August2011 --- SolarMount Module Connection Hardware 1 Bottom Up Module Clip ..1 Mid Clamp End Clamp 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 t- Up Cllpt \/Nut (hidden. sse Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 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 %"-20 ASTM F593 bolt, one 1/7-20 ASTM F594 serrated flange nut, and one 1/4" 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 r U 1,24Y 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, Xt 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 SOLARMOUNT Technical Datasheets :i: UNI RAC. 0-HILTI GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 302105D, 3021060 Bolt Ciamp \ \\ t Beam .WIp--.1 i 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 1/1"-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 1-00 DISTANCE -,- - -22#WEEN MODULB | TE Y 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, Z.520 (2313)229 (1017)2.27 346 (1539)0.665 Sliding, Xt 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, 3020060,302007D, 302008C, 302008D, 302009C, 3020090, 302010C, 302011C, 302012C Olt >Rad Clamp - Serrated Flange Nut 11 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 74"-20 T-bolt and one %"-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 1241 1.5 4 MOOMUN 1 HmeCT 1 VAR;EIS 1 ,=El Dimensions specified-#funches-unless-noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N)FS lbs (N) O 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, Xi 142 (630)52 (231)2.72 79 (349)0.555 SOLARMOUNT Technical Datasheets :1: UNI RAC A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Pa, l No. 304000C, 304000D - - Beaza.r -e,.C--=illllllfll-F---- Bolt L-Foot Vierrated Flange NuF Y 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 A NOTE: Loads are given for the L-Foot to beam connection only; be L.-4 sure to check load limits for standoff, lag screw, or other attachment method r 6 101 | <11 , L 2.01 4 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, X+486 (2162)213 (949)2.28 323 (1436)0.664 0 SOLARMOUNT Technical Datasheets :i: UNI RAC 4 .A Hllp GROUP OMPANY .' 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 i,12 0.676 1.059 Section Modulus (X-Axis) in3 0.353 0.898 Section Modulus (Y-Axis) ir,3 0.113 0.221 Moment of Inertia (X-Axis) in4 0.464 1.450 Moment of Inertia (Y-Axis) in4 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 SCRF"'Cvv r-1 1.316 SLOT FOR T-BOLT OR 14"HEX HEAD SCREW 2X SLOT FOR SLOT FOR - BOTTOM CLIP nn BOTTOM CLIP 1.728 -- 3.(00 SLOT FOR - 3" HEX BOLT .387 - - .750 -0-- Y Y A A t.. "f x 30,3/611 HEX BOLT SLOT FOR -P 1.385 - 1.207 - 1.875 -- .ix SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted January 20,2011 UniRac 1411 BroadWay Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 ,Ro. S3878 ?2231 T Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, 1nc.-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 Buildine 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. Since,ely, Paul zacher, SE - President 8137 Sunset Avenue, Suite 120 • Fair Oaks, (A 95628 • 916.961.3960 + 916.961.3965 1 + WWW.P 5 .COM STRUCTURAL ENGINEERS 0 a- FLANGE NUT END CLAMP 521--JOP MOUNTING FLANGE NUT CLAMP // MID CLAMP T-BOLT T-BOLT 2.-I SOLAR MOUNT RAIL I lilli T-BOLT UGC-1 CLIP RAIL -1--1 n P.J U 0 U N - RAC Installation Detail © 2008 UNIRAC, INC. SolarMount Rail 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Top Mounting Clamp PHONE 505.242.6411 UNIRAC.COM Universal Grounding Clips URASSY-0006 \AutoCad Detail Library CAD\URASSY-0006_Solar Mount Rail-UGS-1 Clip-Top I·/cunt Clamp.dwg, 8/22/2008 9:47:53 AML9 . UGC- CLIF 31C