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HomeMy WebLinkAbout10180994_W ST ANNE - Plan (2)CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: 0'609 w - ST. A-qflf a..SUITE: USE OF BUILDING: C-REIDENTJACD COMMERCIAL INDUSTRIAL OTHER 3/2/05:forms/Bldg.App.Worksheet SAPIN #/0/90994 MASTER ID# NATURE OF WORK:NEW ADD ALTERIT.1.DEMO REROOF REPAIR SIGN IMI-SOL#.-F NFW/ADDITION/Al TFRATION· 1ST FL.. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT: SF BASEMENT: YES/NO SF PATIO/ENCL. PATIO: SF RES. REMODEL: SF ALTERIT.I. SF NO. OF STORIES: | SF BLDG. HEIGHT: SF PROPOSED USE: SF JOB DESCRIPTION (non-residential projects see reverse side of this application): 14ST-#•-t-L-1 44 10 F·OOF MOLSWT-€0 p.-,6 MODUL€9 -4 1 1,-M/€8-1-GR . BUILDING OWNER'S NAME: - PHONE NO: MABISELA F€y€s ADDRESS:CITY:STATE:ZIP 0-3001 - . ST. MJ,JE PL.Sh,J -r-8- #AIA Ch 49-1-04 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME: · STATE@10£1 53,1 1 CENSE CLASS: PHONE NOLE#/ i E>Lf, LIDE FS 40 (Jibm) 5*9 z'lequADDRESS:CITY: * STATE:ZIP: Mel S- 0014€,-ry Ofz. .6€4€lg/ }A-/ AU-S C k 102'I WORKERS COMP. POLICY#: 900 1 11-0 EXP. DATE, Pl qi 14 INSURANCE COMPANY: ST>T€ cokle SANTA ANA BUS. LlC. #: ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: pwah-IC, 1--BU O h.je (903-QDq (341 ) 9-5 4 -9-7451 ADDRESS: 4 CITY: .STATE:ZIP: CM'60(23 eMP Pl 40€ 8 F©.9,9 0 D\Awl 040 e»a C#> CONTACT NAME: 0**91 ST-1 1-41 4000..PHONE NO: t& ID) 9(09.- 9,51-coe E-MAIL ADDRESS:CAOW DA- 4 4 4 2 4 &1# cu OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/C FEE PD $ <30 TYPE OF CONSTR:VALUATION: $,«),EKE)-+-SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES/NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage £ Awnings 0 Canopy D Card readers U Ceiling work El Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector El Elevator shaft U Exterior doors or windows U Equipment pads U Interior demo El Kitchen equipment U Partition walls U Rated corridors U Rated shafts C] Roof mounted equipment U Security bars El Screening for equipment U Skylights El Stairs U Storefrontlfacade improvements U Storage racks or shelving over 5'-9" El 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 DATE: 3/27/2014 %00'UN STRON/ STRUCTURAL Structural Calculations for SOLAR PANEL CONNECTIONS at: 2309 W SAINT ANNE PL., SANTA ANA, CA 92704 SEPARATE P6..is set of nlans and si 00alterations, City of Santa Ana. The acceptner,ON Job# 14.352 (Reyes) Prepared For: LEVI Builder. Design Criteria 1- Code: CALIFORNIA BLDG CODE 2013 / ASCE 7-10 2- Wind: 110 MPH, Exposure: C 3- Wood Species: Douglas Fir Larch (G = 0.5) Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon, photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. Q:KN1 #St No. C70784 1 IMJXP. 06130/2015 10| 92)/1/7/Y * MAD . 8681 'an 3 1 20 14 Citi'y of S 6660 Address: 21308 Pathfinder Rd, #220, Diamond Bar CA Phone: 949-254-2751 EMAIL: nwtruong@yahoo.com 4„» WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 <= 450 or Monoslope Roof 0 < Using Part 1 & 3: Analytical Procedure (Section 30.4 & 30.6) Job Name:Reyes Residence Subject: Job Number:S14-352 Originator: Input Data: Wind Speed, V =110 mph (Wind Map, Figure 26.5-lA-C) Bldg. Classification = _ U _ (Table 1-1 Occupancy Category) Exposure Category = _ C (Sect. 26.7) Ridge Height, hr = 14.53 ft. (hr >= he) Eave Height, he =9.00 ft. (he <= hr) Building Width = 34.00 ft. (Normal to Building Ridge) Building Length = 48.00 ft. (Parallel to Building Ridge) Roof Type = Gable (Gable or Monoslope) Topo. Factor, 1<zt =1-00 (Sect. 26.8 & Figure 26.8-1) Direct. Factor, Kd =0.85 (Table 26.6) Enclosed? (Y/N) Y (Sect. 28.6-1 & Figure 26.11-1) Hurricane Region? N Component Name = Fastener (Purlin, Joist, Decking, or Fastener) Effective Area, Ae =170 ft.A2 (Area Tributary to C&C) Overhangs? (Y/N) N (if used, overhangs on all sides) Checker: B Plan hr h Resulting Parameters and Coefficients: Elevation 1 Roof Angle, 0 =18.02 deg. Mean Roof Ht., h = 11.77 ft. (h = (hr+he)/2, for roof angle >10 deg.) Roof External Pressure Coefficients, GCp: GCp Zone 1 -3 Pos. =0.30 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 1 Neg. =-0.80 (Fig. 30.4-2A, 30.4-28, and 30.4-2C) GCp Zone 2 Neg. =-1.20 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 3 Neg. =-2.00 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) Positive & Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): +GCpi Coef. =0.18 (positive internal pressure) -GCpi Coef. =-0.18 (negative internal pressure) If z <= 15 then: Kz = 2.01*(15/zg A(2/a), If z > 15 then: Kz = 2.01*(z/zg)9/00 (Table 30.3-1) a = 9.50 (Table 26.9-1) zg =900 (Table 26.9-1) Kh =0.85 (Kh = 1<z evaluated at z = h) Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*VA2 (Sect. 30.3.2, Eq. 30.3-1) qh =22.35 psf qh = 0.00256*Kh*Kzt'Kd*VA2 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 30.4 & 30.6): For h <= 60 ft.: p = qh*((GCp) - (+AGCpi)) (psf) For h > 60 ft.: p = q*(GCp) - qi*(+AGCpi) (psf) where: q = qh for roof qi = qh for roof (conservatively assumed per Sect. 30.6) 1I W 0 .4 Wind Load Tabulation for Roof Components & Cladding Component z Kh qh p = Net Design Pressures (psf) (ft.)(psf)Zone 1,2,3 (+) Zone 1 (-) Zone 2 (-)Zone 3 (-) Fastener 0 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z = hr:14.53 0.85 22.35 10.73 -21.90 -30.84 -48.72 Th .il ,/i A*S 15:L For z = he:9.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z = h:11.77 0.85 22.35 10.73 -21.90 -30.84 -48.72 Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 2. Width of Zone 2 (edge), 'a' =3.40 ft. 3. Width of Zone 3 (corner), 'a' =3.40 ft. 4. For monoslope roofs with 0 <= 3 degrees, use Fig. 30.4-2A for'GCp' values with 'qh'. 5. For buildings with h > 60' and 0 > 10 degrees, use Fig. 30.6-1 for'GCpi' values with 'qh'. 6. For all buildings with overhangs, use Fig. 30.4-2B for 'GCp' values per Sect. 30.10. 7. If a parapet >= 3' in height is provided around perimeter of roof with 0 <= 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. 9. References : a. ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M. Delahay (2004). Roof Components and Cladding: t 12[ 11 1 ,0 :@ @t @ i® 2 9 e i® INA .10}.6 --iN-Ill z mi.92 7(8 @1 91 Ut T,I,I 1II1 I/1I Ill' 010 ®1 0 1(I (ZI ® :® lili lili 11 0 /IlI 11II 12 -(0 16)C Qf E 0 <= 7 deg.7 deg. < 0 <= 27 deg.27 deg. < 0 <= 45 deg. Roof Zones for Buildings with h <= 60 ft. (for Gable Roofs <= 450 and Monoslope Roofs <= 30) Ila , -7 1-- a.: J L- (EE 1 - -dy --2 -13) El ROOFPLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs <= 100 and Monoslope Roofs <= 30) ADEQUACY CHECK OF LAG SCREWS AND EXISTING FRAMING DUE TO WIND FORCES TYPICAL PROFILE: Wind Pressure, P 4 ev + 41 1 = 24' O-c·rafter spacing rafter spacing V = 24" o.c. >ICN=rC Legend: 1. Exisiting 2x6 Roof Rafter w/ purlin supports (Total Span of 17 ft) 2. Solar Panel Track Rail 3.5/16 inches dia. Lag Screw w/Min. 2.5"PenetrationintoRafter Uplift from Solar Panel Wind Forces, U Design Wind Pressure, P = Trib. Depth for Each Rail, Td = Screw Anchor Spacing, S = Resisting Weight of Panels, D = TdxS*3 psf = Uplift Force on Each Screw, U= PxTdxS -D= Check Adequacy of Laq Screw for Pull-Out -30.9 psf (See Attached Wind Analysis) 2.75 ft (5.5 ft + 2) 4 ft (max.) 33 lbs -306.9 lbs (Upwards) '-Uplift Resistance Provided by 5/16 inches dia. Lag Screw with Minimum 2.5 in. Penetration into Douglas Fir Larch Member Per NDS (Table 11.2A) =266 lbs/in Allowable Uplift Load, Ua = 1.6 x 2.5 x266 =1064 lbs >U= 306.9 lbs 4 OKAY Existing Framing Member Check* purlin span Roof Dead Load Panel Deal Load Total Dead Load, DL Screw Uplift Loads, W 8.5 ft o.c. 12 psf 3 psf 15 psf x 2 feet spacing =30 pif -306.9 lbs (Max. 4 Anchors/Stand-offs on Rafter) *See attached Enercalc Output for Analysis Results Title Block Line 1 You can change this area using'the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # : KW-06010376 Project Title: Engineer:Project ID: Project Descr: Printed: 25 MAR 2014, 9:38PM File= C:\SUNSTR-1214-352\CHECKE-1.EC6 ENERCALC, INC. 1983-2013, Build:6.13.8.31, Ver:6.13.8.31 Licensee : Sunstrong Structura Description :Check existing 2x6 slope raRers w/ max. 4 anchors (purlin @ 85 Ro.c) CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb - Tension 900.0 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 900.0 psi Ebend- ¤1,600.Oksi Fc - Prll 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210pcf Beam Bracing : Completely Unbraced Repetitive Member Stress Increase O(VP* 307) V W(-0,307) w(-O.307) D(0400)(-0.3090 + B I. * r , 1 2 2 2 2x6 2x6 Span = 8.50 ft Span = 8.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load :D= 0.030, Tributary Width = 1.0 ft (roof dead load + panel) Point Load : W= 4.3070 k@ 5.0 ft, (wind at anchor) Point Load :W= -0.3070 k@ 8.50 ft, (wind at anchor) Load for Span Number 2 Uniform Load : D= 0.030, Tributary Width = 1.0 ft, (roof dead load + panel) Point Load : W= -0.3070 k@ 2.0 ft, (wind at anchor) Point Load . W= -0.3070 k@ 5.50 ft, (wind at anchor) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs = 0.261: 1 2x6 = 405.94 psi = 1,557.67 psi +0.60D+0.60W+0.60H = 5.508 ft - Span # 2 -- Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Design OK - 0.122 : 1 2x6 = 35.04 psi = 288.00 psi +0.600+0.60W+0.60H = 1.994 ft - Span # 2 Maximum Deflection Max Downward L+Lr+S Deflection O.000 in Ratio =O <360 Max Upward L+Lr+S Deflection 0.000 in Ratio =0 <360 Max Downward Total Deflection 0.045 in Ratio =2290 Max Upward Total Deflection -0.162 in Ratio =628 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr Cm C t CL M fb F'b V fv F'v +D+0.60W+H 0.00 0.00 0.00 0.00 Length = 8.50 ft 1 0.128 0.063 1.60 1.00 1.00 1.15 1.00 1.00 0.94 0.13 198.66 1557.67 0.10 18.10 288.00 Length = 8-50 ft 2 0.199 0.097 1.60 1.00 1.00 1.15 1.00 1.00 0.94 0.20 309.57 1557.67 0.15 27.80 288.00 4-0.60D+0.60W+0.60H 1.00 1.00 1.15 1.00 1.00 0.94 0.00 0.00 0.00 0.00 4 \ U . D :' Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. # : KW-06010376 Project Title: Engineer:Project ID: Project Descr: Printed: 25 MAR 2014, 9:38PM File -C:\SUNSTR-1214-352\CHECKE-1.EC6 ENERCALC, INC. 1983-2013, Build:6.13.8.31, Ver:6.13.8.31 Licensee : Sunstrong Structura Description :Check existing 2)(6 slope rafters w/ max. 4 anchors (purlin @ 8.5 ft o.c) Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Length = 8.50 ft 1 0.238 0.099 1.60 1.00 Length = 8.50 ft 2 0.261 0.122 1.60 1.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl D Only 1 0.0445 2 0.0000 Moment Values Shear Values Ci Cr Cm C t CL M fb F'b V fv F'v 1.00 1.15 1.00 1.00 0.94 0.23 370.11 1557.67 0.16 28.51 288.00 1.00 1.15 1.00 1.00 0.94 0.26 405.94 1557.67 0.19 35.04 288.00 Location in Span Load Combination Max. "+" Den Location in Span 3.609 0.0000 0.000 3.609 W Only -0.1623 4.749 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.096 -0.986 -0.193 D Only 0.096 0.319 0.096 W Only -0.049 -0.986 -0.193 D+W 0.047 -0.667 -0.098 SEISMIC WEIGHT COMPARISON/ANALYSIS - (PER CHAPTER 34) Panel Weight =43 lbs per panel No. of Panels = 10 Total Panel Wt., Pw =430 lbs -Compare Total Panel Weight with Weight of Existing Roof Story EXISTING ROOF STORY WEIGHT CONSIDERED IN SEISMIC DESIGN (WOOD FRAMED BUILDING W/ COMP. SHINGLE ROOF &STUCCO EXTERIOR) Building Section Considered Dimensions = 31 feet x 45 feet (9 ft wall height) Roof Area Considered Dimensions = 34 feet x 48 feet (18 inch overhang) Comp Roofing 12 psf x 34 ft x 48 feet =19584 lbs Ext. Walls (Long.)15 psf x 2 walls x 31 ft long x 4.5 ft high =4185 lbs Ext. Walls (Trans.)15 psf x 2 walls x 45 ft long x 4.5 ft high =6075 lbs Int. Walls (Drywall)10 psf x 2 walls x 10 ft long x 4.5 ft high =900 lbs Total Roof Story Weight, Sw =30744 lbs TOTAL PERCENTAGE OF PANEL WEIGHT VS. TOTAL EXISTING ROOF STORY SEISMIC WEIGHT. Aw Aw = [Pw + Swlx 100 % = [890 lbs +68805 It)slx 100%1.4 % < 10%-OKAY U .. LEVI BUILDERS THE REYES RESIDENCE 43.27 kW PHOTOVOLTAIC SYSTEM 0 ISSUE DATE SHEET INDEX CONSTRUCTION SHALL COMPLY WITH 2013 CBCMC CPC, CEC & CRC ELECTRICAL TO COMPLY WITH 2014 NEC AND INTERNAAIONL ELECTRICAL CODEROOFING INFORMATION PHOTOVOLTAIC NOTES 3R 'LANS \ 90/3/17/2014 REV.:DATE:-DESCRIPTION:-BY Tl - TITLE SHEET ARCHITECTURAL Al - SITE PLAN ELECTRICAL El - ELECTRICAL SITE PLAN E2 - SINGLE LINE E3 - PHOTOVOLTAIC SIGNAGE STRUCTURAL Sl - TYP. CONNECTION DETAILS OTHER PROJECT DETAILS OPD1 -MODULE & INVERTER SPECIFICATIONS EXISTING ROOF C PITCH 1 WIND SPEED 8 EXPOSURECATEGORY C ARRAY INFORMATION MODULE WEIGHT 4 MODULE LENGTH 6 MODULE WIDTH 4 MODULE DEPTH 1 TOTALMODULES 1 TOTAL ROOF AREA 1 TOTAL ARRAY AREA 1 °/0 AREA OF PANELS 1 :OMP. SHINGLE ALL MATERIALS, EQUIPMENT, INSTALLATION AND 8 DEGREES WORK SHALL COMPLY W/: 5 : - 2013 CBC / 2012 IBC - 2013 CRC / 2013 IRC - 2013 CEC / 2014 NEC - 2013 CMC / 2013 UMC 2013 CPC /2013 UPC - + - 2013 CFC / 2013 IFC ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER ' LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. 1 LBS ALL OUTDOOR EQUIPMENT SHALL BE NEMA 1.39" 3R RATED, INCLUDING ALL ROOF MOWNTED 1.18"TRANSITION BOXES AND SWITCHES. 81" A 0 ALL EQUIPMENTS SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH NEC ARTICLE 250. 241 SQ. FT./-Z=- 81.65 SQ. FT.ALL CIRCUITS CONNECTED TO MORE-J·+·1*R 4% Tanges SUP'LYING POWER TO THE BUSBAR OR0BducTOR SHALL NOT EXCEED 120% OFJn tfom THE lrING OF BUSBAR OR CONDUCTOR. - THE INTERCONNECTION POINT SHALL BE s:ik\-0*;CTION EQUIPMENT. ELINE SIDE OF THEGROUND FAULT - EQUIPMENT CONTAINING OVERCURRENT 4 DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR CONDUCTOR SHALL BE MARKED TO INDICATE THE PRESENCE OF ALLUPWRCkS. DaterIT BRKER, IF BACKFED, SHALL BE SUITABLE FOI SUCH OPERATIONS. TO MINIMIZE OVERHEATING OF THE BUSBAR IN PANELppARD1THE PANEL BOARD MAIN /-0€€2&22*Rek AND PV POWER SOURCE _1+ERCUIT BREAKER SHALL BE PHYSICALLY -0- LOCATED AT THE OPPOSITE END OF THE BUSBAR NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY THE SOLAR MODULES. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. V.7.ENA BACKFED BREAKER IS T, U METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ LINE AND LOAD. CONDUITS TO BE PAINTED TO MATCH RESIDENCE SMOKE AND CARBON MONOXIDE DETECTORS WILL BE INSTALLED IF RESIDENCE DOES NOT HAVE ANY ( Code references: CBC § 907.2.11.5 and CRC § R314) ( Code references: CBC § 420.4 and CRC § R315) PROJECT INFORMATION 10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT COMP. SHINGLE GENERAL ELECTRICAL NOTES 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT USED SHALL BE UL LISTED, UNLESS OTHERWISE NOTED. 3. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 4. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90 C. UNLESS OTHERWISE NOTED. 5. CONDUCTORS SHALL BE SIZED IN ACCORD- ANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 6. EXPOSED NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED AS PER NEC. 7. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC. 8. ALL ELECTRICAL CONDUIT TO BE METAL CONDUIT. SUM: MODULE WEIGHT SUM: MOUNTS AND RAIL- WEIGHT (0.4 LB/SQ. FT.) TOTAL INSTALLATION WEIGHT TOTAL INSTALLATION AREA DISTRIBUTION LOAD PROPERTY AND CODE INF PROPERTY OWNER: MARISELA REYES PROJECT SITE: 2309 W ST ANNE PL SANTA ANA, CA 92704 OCCUPANCY GROUP R-3 TYPE OF CONSTRUCTION VB STORIES 1 SQ. FT.1241 SQ. FT. 410 LBS. 72.46 LBS. 482.46 LBS. 181.65 SQ. FT. 2.65 LBS / SQ. FT. ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES. THE UTILITY-INTERACTIVE INVERTERS SHALL AUTOMATICALLY DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THE SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER EXPOSED TO THE LIGHT, PV CONTRACTOR SHALL DISABLE THE ARRAY DURING INSTALLATION AND SERVICE BY SHORT CIRCUITING, OPEN CIRCUITING, OR COVERING THE ARRAY WITH OPAQUE COVERING. ALL CONDUCTORS EXPOSED TO WEATHER SHALL BE LISTED AND IDENTIFIED FOR USE IN DIRECT SUNLIGHT. THE MODULE CONDUCTORS MUST BE TYPE USE-2 OR LISTED FOR PHOTOVOLTAIC WIRE.PV SYSTEM CONNECTED ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS OF THE OTHER SOURCES AT ANY DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL MEET THE FOLLOWING: - EACH SOURCE CONNECTION SHALL BE MADE AT THE DEDICATED CIRCUIT BREAKER OR FUSIBLE DISCONNECTING MEANS. ALL NEC REQUIRED WARNING SIGNS, MARKINGS AND LABELS SHALL BE POSTED ON EQUIPMENT AND DISCONNECTS PRIOR TO ANY INSPECTIONS TO BE PERFORMED BY THE BUILDING DEPARTMENT INSPECTOR. METALLIC RACEWAYS OR METALLIC APPROVED PLANNING DIVISIONritEETSHTA?LEDNURFEODRW'YGSMTHSOD MASTER I. D._2/1.1-=--tl.1.%.ENL.___L FLEXIBLE, FINE-STRANDED CABLES SHALL BE TERMINATED ONLY WITH TERMINALS, LUGS,G. P. L A DEVICES, OR CONNECTOR THAT ARE IDENTIFIED -z-Li AND LISTED FOR SUCH USE.PLANNER__zz_51-19_____ DATE__tid£·fCONNECTORS SHALL BE LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE READILY IRANSFERRED SY-ACCESSIBLE AND OPERATING AT OVER 30 VOLT SHALL REQUIRE TOOL TO OPEN AND MARKEDDO DATEZTRRS:?%&20'ER.LOAD• OR "NOT FOR PLANNING INSPECTION R -.CQUIRED EQUIPMENT GROUNDING CONDUCTOR FOR PV ROUGH- FINAL- NONE VMODULES SMALLER THAN 6AWG SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY A NAME - RACEWAY OR CABLE ARMOR.--(714) - tmf,Z-2mTUNGDRINCDOFNADUULCTTPORROFRC1TA!1PLA.NE FOR FUTURE RFV'RIA At Q::W12%':!c:fEUSN::'us#*T TO ITE;WS CHECKED-k;;B"23'NDITIONSTEMPERATURE AND CONDUIT FILL CORRECTED CIRCUIT CONDUCTOR AMPACITY.O INTERIOR Ti ONLY FINE-STRANDED CABLES USED FOR BATTERY O ALL MATERIALS TO MATCH EXISTINGO NO EXTEREOE ALTERATIONS/MODIFICATIONSTERMINALS, DEVICES, AND CONNECTIONS REQUIRE LUGS AND TERMINALS LISTED AND U SCREENliNG REQUIREDMARKED FOR THE USE. O SUBMIT LANDSCAPE PLANS CONDITIONS: €o (er pe· n /13 DRAWN BY: - CHK.: - APV.:- GSS CLIENT INFORMATION MARISELA REYES 2309 W ST ANNE PL SANTA ANA, CA 92704 PHOTOVOLTAIC SOLAR SYSTEM SHEET TITLE TITLE SHEET 0 SHEET NUMBER rL / I rh ch 1/11 990 /13k-3"Powerone -S-US-A AC DisconnectService Panel - SCALE: 1/8' ....2 ri<Al, Sint Aa, C *.4.- P.' 1 5."L LEVI BUILDERS i ARCENECTURAL STRUCTURALACCEPTED, 903 ©OESTRUCTOON I -3 -inT- SEPAMAT[3 PEE[ENTS C.EGE RNioumMnED FC[2 , ISSUE DATE ELECTRICAL, 920[530@43 8 00302303!11.28, PLANEThis set of plans and eocir.c4ions must be kept on tho jo:al eli times end it iss Uninwful to make arly chness o ! 3/17/2014 piterations on same without written. permission from thr , ' City of Santa Ana. REV.:DATE:-DESCRIPTION:-BY o o' \0 \O 1-* Pe' The acceptance of this plan and specifications SHALL MC- 1 be held to permit nor be an approvel 01 the violation oi ar„ il* provisions of ANY Citv Ordinance or State Law. -4. l R _ 3 1-/4 ,1 f Accepted By - -Date-.1 l;CITY OF SNTA ANA r „I 1 1 PROJECT INFORMATION Date Issued -- Af 41414-.'- . \ \1 0\\\ \ -, ;: ...: r*v:. --C../4 -f<U"' spe, 155 / PERAAITTYPE. 0 L l PERMIT#MECH GR OCC. GROUP 1309 VICINITY MAP \ CONSTA. 7.yPE \ e ?2- 10 SUNPOWER ! E20-327 'if SOLAR MODULES & 1 PVI-3.0-OUTO-S-US-A INVERTER i:i ROOF MOUNT >40,-u>,1»* ..r€te :./COMP. SHINGLE ZPRZE7 DRAWN BY: - CHK.:- APV.» 40/Ain JA'92704, USA C \19>N PK LRES 4 1 /GSS Jut- 60/T/0/V---C>2*--- 000 ZON-Ine OD ZONE CERTIR REQ'DZ23€2.--.--1-2- yES r-/ NOI ARRIER-2.BOOF O ID i TIAL DEV.-fff )OL DISTRICT CLIENT INFORMATION MARISELA REYES : 2309 W ST ANNE PL SANTA ANA,CA 92704 */Fea \14, PHOTOVOLTAIC SOLAR SYSTEM SHEET TITLE 0 7 SITE PLAN j E SHEET 1%11!Amr S Al ELECTRICAL SITE PLAN SOLARMOUNT ,LEVI BUILDERS Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 l 0000. \10?CP?. 0,0- -0.c %Modute r It \ UGC-1 7-boll 1 l 9 Figure 26. Slide UGC-1 grounding ISSUE DATE·. UGC-1 ,L"dp into,op mounling slot of rail Intertek U Sund a. •47 hUM and crea,egrounding path ...:. clip. Nibs will peneK,ace mil anod- Torque modules in place on ,{,p of 3/17/2014ihrough mil(see Fig. 3, rev¢rsesidel. SolorMounl® roil (iny type) 40\' REV.:DATE:-DESCRIPTION:-BY elf 00%00 Figure 27. knser: a bolrin the WEEBLug clum£num railor through che dearance hole 81 thestainiess steel flat washer. Plocethestainlesssteel .Raf washeron the bolt, oriented 30 (hediniptes will contaa the aluminum rail. Place ihe {ug portion on the bok ands,aD:leasted.flatwasher. Instalistainless stedflat washer, k/k washer and nuL nghten the nut until thedimples are compkie embedded into the rail and lug. Theembeddeddimples make Stainless Steel Fial a gas-tight mechanical connection Washer (WEEB)and ensum good electrical connection between chealuminum rail and the lug through the WEEB.PROJECT INFORMATION Clips und hgsam sold IFIrely. /100) 301144€ pl)so ZO 1.0:· wEEBLug N S ./&maa.. rail(any type) 10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT COMP. SHINGLE . 04 sri DRAWN BY: - CHK.: - APV.:- GSS CLIENT INFORMATION MARISELA REYES 2309 W ST ANNE PL SANTA ANA, CA 92704 PHOTOVOLTAIC SOLAR SYSTEM SHEET TITLE ELECTRICAL SITE PLAN W< <3 -SHEET NUMBER LEVI BUILDERS MAIN UTILITY METER (240V) /=23 BUS BAR RATING 100 AMPS PROVIDE NEW CIRCUIT BREAKER 7 2 POLE 20 AMP \ 100 AMP MAIN CIRCUIT BREAKER f ISSUE DATE 3/17/2014 . [ZI] CIJ I BACKFEED CALCS PER NEC690 Ll.45:512. - i ' REV.:DATE:-DESCRIPTION:-BY 6 QTY.SUNPCOWER : EXISTING 100A MAIN PANEL SPR-327NE : 100AX 1.2 = 120A - 100A MAIN BREAKER MODULES =20A MAX PV BACKFEED PER NEC690 4 QTY. - N - IN SERIES SUNPOWER SPR-327NE MODULES IN SERIES V = - JUNCTION POWERONEDCPOWERONE(0 30A NON-FUSEDBOX PVI-3.0-OUTD-S-US-A (240V)DISCONNECT /VI-3.0-OUTD-S-US-A AC DISCONNECT EXISTING GROUND ROD INVERTER SPECS PROJECT INFORMATION SWITCH /240V SWITCH _ MAX MAX OUTPUT- Pmax =10 SUNPOWER(LOCKABLE) - INPUT VOLTAGE VOLTAGE 3000 W =600 V DC =240V AC E20-327 #8 AWG ARMOURED GROUND SOLAR MODULES MAX OUTPUT &-9- NEW / EXISTING GROUND ROD AMPS = 14.5A 1 PVI-3.0-OUTD-S-US-A5/6" X 10' INVERTER N NOTES: 1. PROPOSED PV SYSTEM IS POSITIVELY GROUNDED 2. SYSTEM CONSISTS OF 2 PARALLEL STRINGS OF 5 MODULES WIRED IN SERIES DC CONTINUOUS CURRENT: ARRAY 1&2 ISC X156% = 6.46 AX 1.56 = 10.09 AMPS AC CONTINUOUS CURRENT AND OCPD SIZING: (INVERTER OUTPUT CURRENT) X 125% PVI-3.0-OUTD-S-US-A INVERTER 14.5 A X 1.25 = 18.12 AMPS (OVERCURRENT DEVICE) >>> 20 AMP BREAKER / FUSE DC AND AC CONDUCTOR SIZING (AMBIENT TEMP.) + (NEC 310.15(B)(2)(c) TEMP. ADJUSTMENT) 110 DEGREE FAHRENHEIT + 40 DEGREES FAHRENHEIT = 150 DEGREES FAHRENHEIT = .58 (DERATION FACTOR) DC SIDE: #10 @ 40A CONDUIT FILL = 0.8 40 x .58 x .8 = 18.56 A 18.56A > 10.09A DC CONDUCTOR SIZE = #10 AWG THWN-2 AC SIDE: #10 @ 40A 40 x .87 = 34.8 A 34.8A > 18.12A CONDUCTOR SIZE = #10 AWG THWN ROOF MOUNTSUNPOWER SPR-327NE-WHT-D MODULE SPECS COMP. SHINGLES Pmax = 327 W VMP = 54.7 V IMP = 5.98 A DRAWN BY: -CHIC - APV.:- VOC = 64.9 V ISC = 6.46 A WV CLIENT INFORMATION ARRAY IV CURVE MARISELA REYES Pmax VMP = 328.2V IMP = 5.98 A = 3.27 kW 2309 W ST ANNE PL VOC x 1.14 SANTA ANA, CA = 443.9 V ISC = 6.46 A 92704 PHOTOVOLTAIC SOLAR SYSTEM MAX TAG RATED RATED CURRENT VOLTAGE AMPS 690.8(A) *1.25 OR *1.56 NO. OF DESCRIPTION OR CONDUCTOR COND. GAUGE COND AMP TEMP. PARALLEL TYPE {T 310.15(B)(16)}RATING CORRECTION OF CONDUIT FILL ADJUSTED COND. CIRCUITS NO. OF CURRENT 90*C (194*F) COPPER {T 310.15(B)(16)}CONDUCTOR DERATING FACTOR RATING ff 310.15(B)(2»CARRYING CONDUCTORS {T 690.31(c)} OCPD CONDUIT SIZE CONDUIT TYPE SHEET TITLE SINGLE LINE 443.9V 6.46A 10.09A 1 2 USE-2 FACTORY CABLES 10 AWG 40A .58 N/A 17.36A N/A N/A N/A <B>N/A N/A N/A N/A 1 BARE COPPER SYSTEM GROUNDING COND.8AWG N/A N/A N/A N/A N/A N/A N/A SHEET NUMBER 443.9V 6.46A 10.09A 1 4 THWN-2 (CONDUIT)(4) 10 AWG 40A .58 .8 18.56A N/A 3h4"EMT SHEET NUMBER(1) 8 AWG GROUND 240V 14.5A 18.12A 1 3 THWN-2 (CONDUIT)(3) 10 AWG (1) 8 AWG GROUND 40A .87 N/A 34.8A 20A/2P 314"EMT E 2 PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING GROUND FAULT PROTECTION PROVIDED IN INVERTER THE INVERTER ARE AT 240 VOLTS FROM -13°F TO+113°D INVERTER IS LISTED TO UL-1998, UL-1741 / IEEE-929, IEEE-1547 FCC PART 15 CLASS A AND B INVERTER OUTPUT DISCONNECT RATED AT 30-AMPS, 2P, 240 VAC, NEMA 3R 1) RESIDENTIAL BUILDINGS - THE MARKINGS MAY BE PLACED WITHIN THE MAIN SERVICE DISCONNECT. THE MARKINGS SHALL BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 2) COMMERCIAL BUILDINGS - THE MARKING SHALL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT CLARITY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED 3) MARKINGS: VERBIAGE FORMAT, AND TYPE OF MATERIAL C. MATERIAL: (1) REFLECTIVEM WEATHER RESISTANTMATERIAL SUITABLE FOR ENVIRONMENT (USE UL 969 AS STANDARD FOR WEATHER RATING) DURABLE ADHESIVE MATERIALS MEET THIS REQUIREMENT 4) MARKING REQUIREMENTS ON DC CONDUIT RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, DC COMBINERS, AND JUNCTION BOXES: PV SYSTEM WARNING ELECTRIC SHOCK IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTOR MAY BE UNGROUNDED AND ENERGIZED MOUNTED ON THE INVERTER NEC 600.35 SIGNAGE PV SYSTEM WARNING ELECTRIC SHOCK THIS EQUIPMENT SUPPLIED FROM MORETHEN ONE SOURCE TERMINAL MAYBE ENERGIZED IN OPEN POSITION MOUNTED ON THE INVERTER PHOTOVOLTAIC SYSTEM AC DISCONNECT OUTPUT CURRENT OUTPUT VOLTAGE MOUNTED ON THE INVERTER LEVI BUILDERS ISSUE DATE 3/17/2014 X EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO THE CEC 250.122 FLOATING ARRAY ONLY-GROUND REFERENCING NOT ALLOWED (IE. UNDERGROUNDED SYSTEM) ALL TWIST ON WIRE CONNECTORS AND PRESSURE LUGS LISTED FOR THE ENVIRONMENT ALL USER ACCESSIBLE FUSES TO BE TOUCH SAFE, HOLDERS NO LIVE CONTACT A. VERBIAGE: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED B. FORMAT: (1) WHITE LETTERING ON RED BACKGROUND (2) MINIMUM 3/8 INCHES LETTER HEIGHT (2) ALL LETTERS SHALL BE CAPITALIZED A. MARKINGS: PLACEMENT, VERBIAGE, FORMAT, AND TYPE OF MATERIAL B. PLACEMENT: MARKINGS SHALL BE PLACED EVERY 10 FEET ON ALL INTERIOR AND EXTERIOR DC CONDUITS, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, AT TURNS, ABOVE AND/OR BELOW PENETRATIONS, ALL DC COMBINERS, AND JINCTION BOXES WARNING 2 SOURCES OF POWER PV/AC DISCONNECT @ ADJACENT LOCATION MOUNTED ON THE MAIN PANEL WARNING DUAL POWER SUPPLY PHOTOVOLTAIC SYSTEM MOUNTED ON MAIN PANEL PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED MPP CURRENT --A RATED MPP VOLTAGE -V RATEDISC --A RATED VOC -V MOUNTED ON DC DISCONNECT REV.:DATE:-DESCRIPTION:-BY PROJECT INFORMATION BONDING FITTINGS TO BE USED WITH METAL CONDUIT WHEN DC SYSTEM VOLTAGE IS MORE THEN 250VDC (4) ARIAL OR SIMILAR FONT, NOT BOLD C. VERBIAGE: CAUTION: SOLAR CIRCUIT CAUTION: SOLAR CIRCUIT PHOTOVOLTAIC SYSTEM INVERTER 10 SUNPOWER E20-327 SOLAR MODULES & GROUNDED CONDUCTORS TO BE WHITE AND EQUIPMENT GROUNDING CONDUCTORS TO BE GREEN, GREENA'ELLOW OR BARE PER 200.6 (A) 2010 CEC ALL BREAKERS FOR PV SUITABLE FOR BACKFEED SHALL NOT NEED LINE AND LOAD NOTE: • THE CONNECTORS SHALL BE OF THE LATCHING OR LOCKING TYPE AS SHOWN BELOW FOR BOTH ALTERNATING CURRENT AS WELL AS DIRECT CURRENT: 600 VDC MAX MOUNTED ON THE INVERTER 1 PVI-3.0-OUT[)-S-US-A INVERTER36" IN SIZE MOUNTED ON CONDUIT BOTH AC AND DC AND ALSO ON THE MOUNTED ON DC DISCONNECT J-BOXES/COMBINER·BOXES ROOF MOUNT EVERY 10' ON CONDUIT COMP. SHINGLE CONDUCTOR TYPE RATED FOR 90°C WET RATED AND SUNLIGHT RESISTANT ALL NON-CURRENT METAL PARTS, FRAMES, BOXES ARE PROPERLY BONDED AND GROUNDED TO THE GROUNDING SYSTEM WARNING ELECTRIC SHOCK HAZARD Powrve DC wite Negotive DC wire THE DC CONDUCTORS OF THIS cont•o<tod:o DC connoctod to DC-PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED NEC 690.35 (F) WARNING INVERTER OUTPUT CONNECTION DRAWN BY: - CHK.: - APV.:- DO NOT RELOCATE THIS OVERCURRENT DEVICE MOUNTED ON THE INVERTER GSS MOUNTED BY BREAKER IN MAIN PANEL ALL WIRING UNDER MODULES TO BE SECURED PROPERLY WITH NO LOOSE CONDUCTORS-FREE FROM ROOF MATERIAL CONTACT AND INSTALLED IN A WORKMAN LIKE MANNER 1. I IE 19-*7*U od=61%Ft_-LUL KVP t: F,guro 56: DC Connochon Fc,minoti CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CLIENT INFORMATION MARISELA REYES ALL CONDUIT TO BE PROPERLY SECURED AND SUPPORTED PER CH.3 2010 CEC 2309 W ST ANNE PL SANTA ANA, CA 92704 1. CAUTION: SOLAR ELECTRIC CONNECTED - SIGNAGE LOCATION: RESIDENTIAL BUILDINGS THE MARKING MAY BE PLACED WITHIN THE MAIN SERVICE DISCONNECT. THE MARKING SHALL BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED. PHOTOVOLTAIC SOLAR SYSTEM SHEET TITLE 2. CAUTION: SOLAR CIRCUIT-LOCATION: SHALL BE PLACED EVERY 10' ON ALL INTERIOR AND EXTERIOR DC CIRCUITS, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, AT TURNS, ABOVE AND BELOW PENETRATIONS, ALL DC COMBINER AND JUNCTION BOXES PV SIGNAGE A. WHITE LETTERING ON A RED BACKGROUND B. MINIMUM %" LETTER HEIGHT C. ALL LETTER SHALL BE CAPITALIZED D. ARIAL OR SIMILAR FONT, NON-BOLD E. (MATERIAL) REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL 969 AS STANDARD FOR WEATHER RATING) DURABLE ADHESIVE MATERIALS MEET THIS REQUIREMENT SHEET NUMBER NOTES: 1) ALL BOLTS SHALL BE TORQUED TO 30 LBS. PER FOOT NOTES (CONTINUED): 12) DO NOT COVER (MECHANICAL AND PLUMBING) VENTS THROUGH THE ROOF WITH THE COLLECTOR ]4"-20 T-BOLT - }1"-20 T-BOLT 7 r SOLAR MODULE - A"-20 SERRATED FLANGE NUT LEVI BUILDERS 2) SYSTEM INSTALLATION TO ADHERE 7 TO ALL MANUFACTURER'S RECOMMENDATIONS. (SPEC. SHEETS ATTACHED), NATIONAL AND LOCAL BUILDING CODES 3) PANELS TO BE MOUNTED IN ACCORDANCE WITH UNI-RAC/ UNI-STRUT INSTRUCTIONS AND LOCAL CODE 4) CUTS TO UNI-STRUT ARE TO BE PAINTED WITH COLD GALV. PAINT 74"-20 SERRATED -1 13) WHEN INSTALLED OVER A ROOF COVERING OF WOOD FLANGE NUT SHAKES OR SHINGLES WITH LESS THAN A CLASS B OR C RATING, AN ALUMINUM OR CORROSION-RESISTANT IRON ¤551./ SUBSTRATE OF 26 GAUGE MINIMUM THICKNESS - MID CLAMP EXTENDING AT LEAST 6IN. BEYOND THE OUTER EDGES OF THE COLLECTOR GROUP IS REQUIRED UNIR*C/'dgit .4 SOLARMOUNT RAIL MID CLAMP 11\- UNIRACr SOLAR MODULE SOLARMOUNT RAIL -- SOLARMOUNT SPLICE KIT ISSUE DATE UNIRAC SOLARMOUNT RAIL L %"-16 x 31" HEX BOLT 3/17/2014 %"-16 FLANGE NUTL-BRACKET - REV.:DATE:-DESCRIPTION:-BY 5) ANTI-SEIZE THREAD COMPOUND SHALL BE APPLIED TO ALL SS BOLT HARDWARE TO PREVENT GALLING 3% 6) KEEP BOLT IN STANCHION UNTIL -1 RAILS ARE FASTENED TO PREVENT WATER ENTRY 7) INSTALLATION SHALL COMPLY WITH ARTICLE 690 OF THE 2010 CEC AND CBC PROJECT INFORMAnON 10 SUNPOWER E20-327 8) IN ANY LOCATION THAT THE CONDUIT RUNS THROUGH THE ROOF AND INTO THE BUILDING, THAT CONDUIT IS TO BE KEPT 18" BELOW THE ROOF SURFACE AND IDENTIFIED AS A SOLAR CIRCUIT 9) PROVIDE GROUND FAULT PROTECTION PER 690.5 CEC 10) KEEP BOLT IN STANCHION UNTIL RAILS ARE FASTENED TO PREVENT WATER ENTRY 11) ARRAYS WILL BE PLACED 3"-8 ABOVE ROOF SURFACE PV QUICK MOUNT DETAILS -RACKING COMPONENTS NOTINCLUDED ¥COEEssed NO. C70784 1%1| wil EXP. 06/30/2015 0 1.3 3.04 6 ® M SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT COMP. SHINGLE DRAWN BY: - CHI: - APV.:- GSS CLIENT INFORMATION MARISELA REYES 2309 W ST ANNE PL SANTA ANA, CA 92704 PHOTOVOLTAIC SOLAR SYSTEM SHEETTrrLE ITEM NO.DESCRIPTION QTY. 1 2 3 4 5 6 7 8 FLASHING, 12" X 12° X .050", 5052. MILL QBLOCK, CLASSIC, A360.1 CAST AL. MILL HANGER BOLT, 5/16° x 6°. 18-8 SS WASHER, SEALING, 5/16" ID X 3/4" OD, EPDM BONDED SS NUT, HEX, 5/16-18, UNC-2.18-8 SS WASHER, FLAT, 19/64" ID x 7/8" OD x 1/8" EPDM WASHER, FENDER, 5/16" ID X 1 " OD. 18-8 SS WASHER. SPLIT-LOCK. 5/16" ID. 18-8 SS midspan our* Ra. so\a 10'-1" 1 11 CONNECTION DETAILS / 2 1 2"*6" Rafter @ 24" O.,C. SHEET NUMBER1 with purlin supports @1 S9 S 1 N LEVI BUILDERS e SUN POWER E-SERIES SOLAR PANELS : ' ill@IQI@31uaio CEr,UB (;eD:90<Blm*!2 (Raae<iI!HD(!2 GN*39,011*11%78 GeD48(m]IDdl@ X- ./AORE ENERGY. FOR LIFE. SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY 100% 95% amIG-41]i#4=.W 90% 8596 L_ J 1 Uk.ith.id. 1 80% Nhili47 L.2GL--1 75% 0 5 10 15 20 25 0 5 10 15 20 25 mmm51 Nominal Output Power W 3000 3600 3300 3800 4200 Maximum Output Power W 3000 33002 3300'3600 40001 40002 3300 42002 42002 4200 460Q Rated Grid AC Voltage V 208 240 277 208 240 277 208 240 277 208 240 Input Side (DC) Number of Independent MPPT Channels 2 2 2 2 Maximum Usable Power for Each Channel W 2000 3000 3000 3000 Absolute Maximum Voltage (Vmax) V 600 Start- Up Voltage (Vitart) V 200 Cadj. 120-350) Full Power MPPT Voltage Range V 160-530 120-530 140-530 140·530 Operating MPPT Voltage Range V 0.7,<Vstart-580 {>= 90V) Maximum Current (11(max) for both MPPT in Parallel A 20 32 32 32 Maximum Usable Current per Channel A 10 16 16 16 Maximum Short Circuit Current Limit per Channel A 123 20.0 20.0 20.0 Number of Wire Landing Terminals Per Channel 2 pairs Array Wiring Termination Terminal block, Pressure Clamp, AWG10-AW(14 Output Side (AC) Split-Split-10/2W 10/2W Split-Grid Connection Type 10/2W Split-10/2W 10/2W 10/2W 10/2W 0/3W 0/3W 0/3W 0/3W 4600' i 277 10/2W ISSUE DATE 3/17/2014 REV.:DATE:-DESCRIPTION:-BY E--T 1 i 1 Years More guaranteed power: 95% for first 5 years, -0.4%/yr. to year 25.0 ELECTRICAL DATA E20-327 E 19-320 Nominal Power12 [Pnom)327 W 320 W Power Tolerance +5/-0%+5/-0% Avg. Panel Emciency,3 20.4%19.9% Rated Voltage (Vmpp)54.7 V 54.7 V Rated Current (Impp) ·5.98 A 5.86 A Open-Circuit Voltage (Voc)64.9 V 64.8 V Short-Circuit Current (Isc)6.46 A 6.24 A Maximum System Voltage 600 V Ul & 1000 V IEC Maximum Series Fuse 20 A Power Temp Coef. (Pmpp)-O.38% / °C Voltage Temp Coef. (Voc)-176.6 mV / °C Current Temp Coef. {Isc)3.5 mA / °C REFERENCES: 1 All comparisons are SPR-E20-327 vs. a representative conventional panel: 24OW, approx. 1.6 n4,15% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per walt BEW/DNV Engineering "SunPower Yield Report," Jan 2013. 4 SunPower 0.25%/yr degradation vs. 1.0%/yr conv. panel. Campeau, Z. el al. "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Test Report," NREL, Od 2012. 5 "SunPower Module 40-Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating 01 more than 70% of roted power. 6 Out of all 2600 panels lided in Photon International, Feb 2012. 78% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, March 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013, 9 Some exclusions apply. See warranty for details. 105 of top 8 panel manufacturers were tested by Frounhofer ISE, "PV Module Durability Initiative Public Report," Feb 2013. 11 Compared with the non-stress-tested control panel. Atlas 25+ Durability test report, Feb 2013. 12 Standard Test Conditions (1000 W/m' irradionce, AM 1.5, 25° C). 13 Based on average of measured power values during production. See httg:Uwww.sunpowercorp.com/facts for more reference information. For further details, see supplementary specs: © April 2013 Sur,Power Corporotion. All rights resemed. SUNPOWER, the SUNPOWER logo. MAXEON. MORE ENERGY. FOR LIFE Corporation. Specilicalions included in Ihis dotasheel ore subied to change wilhout notice. Years Combined Power and Product Defect 25 year coverage that includes panel replacement costs.9 OPERATING CONDITION AND MECHANICAL DATA Temperature -40°F to +185°F (- 40°C to +85°C) Wind: 50 psl, 2400 Pa, 245 kg/m2 front & backMax load Snow: 112 psf, 5400 Po, 550kg/m2 front Impact 1 inch (25 mm) diameter hail at 52 mph (23 m/4resistance Appearance Class A Solar Cells 96 Monocrystalline Maxeon Gen Il Cells Tempered Glass High Transmission Tempered Anti-ReAective Junction Box IP-65 Rated Connectors MC4 Compatible Frame Class 1 black onodized, highest AAMA Rating Weight 41 lbs (18.6 kg) TESTS AND CERTIFICATIONS Standard tests UL 1703, IEC 61215, IEC 61730 Quality tests ISO 9001:2008, ISO 14001:2004 EHS Compliance RoHS, OHSAS 1 8001:2007, leadiree, PV Cycle Ammonia test IEC 62716 Sail Spray test IEC 61701 (passed maximum severity) PID test Potential-Induced Degradation free: 1OOOV '0 Available listings CEC, JET, KEMCO, MCS, FSEC, CSA, UL, TUV - ,4 ... 1046mm-- •, i J 13 [41.2in] 46mm - - [1.8lin] . 1 559mm - [61.4in] ond SIGNATURE ore irodemorks or registered trademarks of Sur:Power sunpowercorp.com Documend # 504860 Rev B A.TR_EN www.sunoowercom.com/datasheets. Read safety and installation instructions before using this product AdjustableVoltage Range (Vmin-Vmax) Grid Frequency Adjustable Grid Frequency Range Maximum Current (lacmax) Power Factor Total Harmonic Distortion At Rated Power Grid Wiring Termination Type Protection Devices Input Reverse Polarity Protection Over-Voltage Protection Type PV Array Ground Fault Detection Output Anti-Islanding Protection External AC OCPD Rating Over-Voltage Protection Type Emciency Maximum Efficiency CEC Efficiency Operating Performance Night Time Consumption Stand By Consumption Communication User-Interface Remote Monitoring (lxRS485 ind.) Wired Local Monitoring (1 xRS485 ind.) Wireless Local Monitoring Environmental Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Relative Humidity Acoustic Noise Emission Level Maximum Operating Altitude without Derating Mechanical Specifications Endosure rating Cooling Dimensions (H x W x D) Weight Shipping Weight Mounting System Conduit Connections' DC Switch Rating-(Per Contact) Safety Isolation Level Safety and EMC Standard Safety Approval Warranty Standard Warranty Extended Warranty Available Models Standard - Without DC Swtich and Wiring Box Standard - With DC Switch and Wiring Box With DC Switch, Wiring box and Arc Fault Detector and Interrupter •All data i, suwect to change without notice V 183-228 211-264 244-304 183-228 211-264 244-304 183-228 211-264 24+304 183-228 211-264 244-304Hz 60 Hz 57-603 At.§14.5 14.5 12.0 17.2 16.0 16.0 16.0 16.0 16.0 20.0 20.0 20.0 > 0.995 % <2 Terminal block, Pressure Clamp AWG10 - AWG4 Yes Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) Meets UL 1741/IEE1547 requirements A,£ 20 20 15 25 20 20 20 20 20 25 25 25 Varistor, 2 (L, - 6/ 6 - G) % 96.9 97 97 97 % 96 WF.MS <0.6 WPMS <8 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt.) PVI-USB-RS485_232 (opt.), PVI-DESKTOP {opt) Pvt-DESKTOP (opt.) with PVI-RADIOMODULE (opt) °F FC)-13 to +140 1-25 to +60} with derating above 122 (50) OF FC)-40 to 176 (-40 to +80) % RH 0-100 condensing db(A)@lm < 50 ft(m)6560(2000) NEMA 4X Natural Convection in (mm)33.8 x 12.8 x-8.7 (859 x 325 x 222) < 47.3 (21.3) tb (kg) Ib (kg) <60 (27.0) Wall bracket Trade size KOs: (2ea x 1/27 and Reax 1 -1/413 places side, front, rear) Side: (2) plugged 3/4"openings, (2) Concentric EKOs 3/4", 1' Back: (4) Concentric EK05 3/4; 1" KAI 25/600 Transformerless (Floating Array) UL 1741, IEE1547, IEE1547.1, CSA -C22 2 N. 107.1-01, UL1998 UL16998, FCC Part 15 Class B <CSAu, years 10 years 15&20 PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US PVI-3.8-OUTD-S-US PVI-4.2-OUTD-S-US PVI-3.0-OUTD-S-US-A PVI-3.6-OUT[)-S-US-A PVI·3.8-OUTD-S-US-A PVI-4.2-OUTD-S-US-A PROJECT INFORMATION 1,1 1 10 SUNPOWER E20-327111SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER 1 - ROOF MOUNT COMP. SHINGLE DRAWN BY: - CHK.: - APV.:- 1SS CLIENT INFORMATION MARISELA : REYES i 2309 W ST ANNE PL , SANTA ANA, CA ; 92704 1 PHOTOVOLTAIC SOLAR SYSTEM SHEETTITLE OTHER PROJECT DETAILS SHEET NUMBER 'Capability enabled at nominal AC voltage and with sufficient DCI power available 'When equipped with optional DC switch and Wiring Box 6.,-2.4. ..,-."S·'.2,11{•1:FAil]M•hi'.4'"Ikh.*a. 121'i OPD-1 U 3309 60 1-1 4·n A<K LOI 8399 ,