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HomeMy WebLinkAbout10180969_2606 N. DEODAR - PlanCITY OF SANTA ANA (LUN ,-CLOr BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.ADD.Worksheet PROJECT ADDRESS: 2606 -p< 00(a, 57-SUITE:SAPIN # USE OF BUILDING: Fletj>L COMMERCIAL INDUSTRIAL OTHER MASTERID# NATURE OF WORK:NEW ADD ALTER/T.I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION: 1ST 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 ALTERIT. I.SF JOB DESCRIPTION (non-residential projects see reverse sjde of this application) : 10 *ft3O W A°of u.untt W PV Me<15 BUILDING OWNER'S NAME:Ad b 1 6 G u L 714- 7444 -/b-73 PHONE NO: ADDRESS:CITY:STATE:ZIP*1 6 04 -Deodcv 51 fib. AUL*CA 921/0-5- TENANT'S NAME (Comm/Ind):PHONE NO CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: gum 'Bels Crours Int 970 se/8 , C 46 7tq -67£ - 962 R ADDRESS CITY:STATE:ZIP:451 w Lo,,lotvt 124 . Sle 2/15 45vca-CA 927 1 c WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LIC. #: /0/4'V) 7P1'101 2-500 i Dl / 2- 42 /14/5 5/e:·*t 1,&41 0»," ARCHITECT/ENGINEER: Faul €0 ), WAVirk I ./) C ADDRESS: n-0 l ju . 7-us-bi 14 466 CONTACT NAME: ClaGctinD CA») E-MAIL ADDRESS: /4 (An u., A JO STATE LICENSE #:PHONE NO: C. CZ 65 G 7£2 - 6-30 - 6254 CITY-STATE:ZIP.Ah CLU*'t InA CA 91407 PHONE No: &36 -3 90-699 4 +vue,powevoblov . cov,n OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEI07#P/C FEE PD $,t TYPE OF CONSTR:VALUATION: $6 5°0 suBMITTAL DT \913 L FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESS€6 RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS:KIX PLANNING OKTO CHECK& DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: A PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: . .Additional square footage U Awnings O Canopy U Card readers El Ceiling work U 'Change:of occupancy (use) El Disabled accessible (H/C) restrooms m .Dust;collector U Elevatdr shaft U Exterior doors or windows U Equipment pads U Interior demo U Kitchen equipment U Partition walls U Rated corridors U Rated shafts U Roof mounted equipment U Security bars U Screening for equipment U Skylights El 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 Pool/Spa Signs Spray booth Temporary power pole Trash enclosure - Ahangian, Kathy From:Ahangian, Kathy Sent:Wednesday, June 04, 2014 10:08 AM To:'Jychu@truepowersolar.com' Subject:Solar panel Hi Johnathan, Plans for solar project on 203 N Wright and 2606 Deodar is approved and ready to pick up. Thank you, Kathy Ahangian Assistant plancheck engineer City of Santa-ana Tel: (714)647-5812 4 <tt 1 1201 N. Tustin Avenue 4+1+ engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT Ron Lacher, R.C.E.14-0458 Anci STCCT SEPARATE PER FOR '95CptiCAL, FLUE' Ils serof plans and sl SOLAR PANEL ADDITION on same u r.!i tinjes and it is ta Ana. EXP, 6/ 1 Clv "' OF C L d E burremance of thishelk, permit nor b .18*Flbl ANY City AT L ly - THE CRUZ RESIDENCE CIT 2606 Deodar St Date Issued- J Santa Ana; CA,92705-1766 t FOR SUNBEES GROUPS DBA TRUE POWER SOLAR 451 W Lambert Rd Ste 212 Brea, CA, 92821-3920 DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 1 of 13 ©Pool Engineering, Inc. 2014 , .. I I r.-* I 9 . r if, 4 3/20/2014 3:31 PM Page 2 of 13 \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 ld111 pool engineering POOL ENGINEERING INC. Location: Santa Ana, CA,92705-1766 Job# 14-0458 By: R. McPherson Date: 3/20/2014 TABLE OF CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 9 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 3 of 13 ©Pool Engineering, Inc. 2014 . 3/20/2014 3:31 PM Page 4 of 13 \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx · ©Pool Engineering, Inc. 2014 clll pooldibl.L_ engineering - inc. POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92705-1766 Date: 3/20/2014 Job# 14-0458 GENERAL NOTES: 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 5 of 13 ©Pool Engineering, Inc. 2014 3/20/2014 3:31 PM Page 6 of 13 \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 ' Cd pool engineering - inc. POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92705-1766 Date: 3/20/2014 Job# 14-0458 PROJECT DATA: Proiect Location: 2606 Deodar St Santa Ana, CA,92705-1766 Existina Residence: Roof Area:2200 ff Upper Floor Area:N/A Lower Floor Area:NA Number of Stories: 1 Site Propenies: Latitude: 33.772 Longitude: -117.83 Ss = 1.4937 (g) 0.25 Spectral Response Acceleration Sl = 0.546 (g) 1.Os Spectral Response Acceleration Site Class: D (ASCE 7-10, Section 11.4.2) Fa = 1.00 Site Coefficient (ASCE 7-10, Table 11.4-1) Fv = 1.50 Site Coefficient (ASCE 7-10, Table 11.4-2) SDs = 0.9958 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) SD1 = 0.5460 ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 110 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: PHONO SOLAR Model: PS300P-24/T Weight:2.92 p.s.f. (including mounting system) Installed Area: 209.08 ft2 Design Criteria: C.B.C. 2013 ASCE 7-10 Design Methodologv: Per the exception in Section 3403.4 of the C.B.C. 2013: "Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand increase is within 10% of the original demand-capacity ratio, no retrofit shall be required. 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 7 of 13 ©Pool Engineering, Inc. 2014 % 3/20/2014 3:31 PM Page 8 of 13 \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 lLLLPool engineering POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92705-1766 Date: 3/20/2014 Job# 14-0458 GRAVITY LOADS: Roof Dead Load (Existing): 4.0 p.s.f.Comp. Shingles 1.5 p.s.f.1/2" Ply. Sheathing 0.6 p.s.f.2x4 Rafters @ 24"0.c 3.6 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.2 p.s.f.Misc. 11 p.s.f.Existing Roof Dead Load Tvpical Floor Dead Load (Existing - If Applicable): 7.5 p.s.f.Max. Floor Finish Weight 3.3 p.s.f.1 1/8" Subfloor Sheathing 3.4 p.s.f. 1 2x Joists @ 16" o.c. 15.0 p.s.f.2x Partitions (finished) 3.6 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.2 p.s.f.Misc. 34 p.s.f.Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f. -(Table 1607.1 of C.B.C. 2013) Floor Live Load (Existing - If Applicable): 40 p.s.f.(Table 1607.1 of C.B.C. 2013) Roof Dead Load (Proposed): 2.9 p.s.f.PHONO SOLAR PS300P-24/T solar panels and mounting system 11 p.s.f.Existing Roof Dead Load 13.9 p.s.f.Proposed Roof Dead Load Roof Live Load w/ Solar Panels (Proposed): 0 p.s.f.(Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (DLroof+LLroof) Arearoof = 68200 lb. Total Proposed Roof Load = (DLproposed +LLproposed) Area proposed +(DI-roof + 1-4oof) (Arearoof- Areaproposed) = 64630 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x1OO = -5.52% Results: NET DECREASE IN GRAVITY LOADS ==> OK 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 9 of 13 ©Pool Engineering, Inc. 2014 l.1.1.1 Pool 411111_ engineering POOL ENGINEERING INC.By: R. McPherson . Location: Santa Ana, CA,92705-1766 Date: 3/20/2014 Job# 14-0458 LATERAL LOADS (Seismic): Seismic Design Parameters: le= 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor P= 1 Redundancy Factor SDS = 0.996 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.546 Site Class: D Risk Cat.: 11 SDC = D ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) (ASCE 7-10, Section 11.4.2) (ASCE 7-10, Table 1.5-1) Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: T= Ct (hn)x Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where:Cf= 0.02 x = 0.75 hn = 18.5 (ft.) Height to Highest Level T= 0.178 (s) TL = 8.00 (s) Long-Period Transition Period (ASCE 7-10, Fig.22-16) 4 I (SDS |e)/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = 0.153 Cs_max = (SDS |e)/(T R)Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.859 (Cs_minh - O.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs_min)2 = 0.0441 Sos Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.024 (Cs_min3 = (0.5 Sl |e/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.042 Cs = 0.153201 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 10 of 13 ©Pool Engineering, Inc. 2014 lili pool POOL ENGINEERING INC.By: R. McPherson \d-_lilli engineering II Location: Santa Ana, CA,92705-1766 Date: 3/20/2014 - inc. / - Job# 14-0458 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft)hx (ft)Story Area (ftz) Story Seismic WX CIO Wx hx Mass (psf) Wxhxk Iwi hik Fi (K)Vi (K) Roof 16 16 2200.0 11.0 24.2 387.2 1.00 3.71 3.71 Upper 0 0 N/A N/A NA 0 0.00 0.00 O.00 Lower 0 0 NA N/A NA 0 0.00 0.00 O.00 Existing Base Shear = 3.71 PROPOSED STRUCTURE Level Story Height (ft) Story hx (ft)Area (ftz) Story Seismic Panel Area Mass (psf) (fti) Panel Seismic Wx CIO Wx hx Mass (psf) Wx hxk IW, hik FiCK)Vi (K) Roof 16 16 2200.0 11.0 209.1 2.9 24.8 396.98 1.00 3.80 3.80 Upper 0 0 N/A N/A N/A N/A NA O 0.00 0.00 0.00 Lower 0 0 N/A N/A N/A N/A NA O 0.00 0.00 0.00 Proposed Base Shear =3.80 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 = 2.53% Results:INCREASE LESS THAN 10% ==> OK 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 11 of 13 ©Pool Engineering, Inc. 2014 pool POOL ENGINEERING INC.By: R. McPherson .LdiLlt engineering I1 Location: Santa Ana, CA,92705-1766 Date: 3/20/2014 inc. / -' Job# 14-0458 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec. 30.5. ASCE 7-10) V = 110 mph (basic wind speed) Exp. Cat.= C exposure category (Section 26.7, ASCE 7-10) A = 1.21 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) Kzt = 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 0 =22.7 deg Area =209.1 sq.ft. Pnet30 =31.9 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 Pnet = Al<z,Pnet30 =(1.21)(1)(31.9 p.s.f.) = 38.599 p.s.f. (Pnetdesign =38.6 p.s.f. Design Wind Uplift Pressure on Components and Cladding (16 p.s.f. min. per Sec. 30.2.2, ASCE 7-10) Connection to Existing Roof Framing: FS= 1 (additional factor of saftey applied to withdrawal force) Atrib =12.8 sq.ft.(panel area tributary to each lag screw) D=2.9 p.s.f.(panel dead load) W=38.6 p.s.f.(design wind pressure) Plag = FS*Atrib*(0·60-0.6W) = (1)(12.8 sq.ft.)[(0.6)(2.9 p.s.f.)-(0.6)(38.6p.s.f.)] = 274.7lb. (withdrawal force applied to each lag screw) DIA'ag=5/16 in.(lag screw diameter) Dper =2.50 in.(lag screw penetration into existing framing member) W=266 lb./in.(lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) Co =1.6 (load duration factor, 2012 NDS) Q=0.7 W'= CD*Ct* W =(1.6)(0.7)(266 lb./in.) = 297.92 lb./in.(adjusted withdrawal value) Pallow = Dpen* W ' =(2.5 in.)(297.92 lb./in) = 744.8 lb. Results:DEMAND = 274.7 lbs. < CAPACITY = 744.8 lbs. ==> OK 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 12 of 13 ©Pool Engineering, inc. 2014 '11 pool POOL ENGINEERING INC.By: R. McPherson ' diLLI_L engineering II Location: Santa Ana, CA,92705-1766 Date: 3/20/2014 - inc. / -' Job# 14-0458 SUMMARY: GRAVITY LOADS:DECREASED BY -5.53% ==> OK LATERAL LOADS:INCREASE0 BY 2.53% < 10% ==> OK WIND UPLIFT:DEMAND = 274.7 lbs. < CAPACITY = 744.8 lbs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 48in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 3/20/2014 3:31 PM \\peanasv2\Pool\Projects Solar\2014\0458-14 Residential\14-0458 SOLAR PANEL CALCS.xlsx Page 13 of 13 ©Pool Engineering, Inc. 2014 19. 44-4 - 100 0 94 02 0 94» 1-06-4 33 WIRE/CONDUIT SCHEDULE NUMBER OF CONDUITTAGDESCRIPTIONCONDUCTOR TYPE/SIZE NOTES CONDUCTORS SIZE/TYPE 1 ARRAY TO JUNCTION BOX #10 AWG PV WIRE 4 N/A FREE AIR 2 JUNCTION BOX TO INVERTER #10 AWG THWN-2 4 1" EMT 3 NVERTER TO PV METER #10 AWG THWN-2 3 *' EMT 4 'V METER TO AC DISCONNECT #10 AWG THWN-2 3 *' EMT 5 AC DISCONNECT TO MSP #10 AWG THWN-2 3 *' EMT 6 BARE COPPER WIRE #8 AWG SOLID COPPER 1 N/A 7 EQUIPMENT GROUND CONDUCTOR #8 AWG THWN-2 1 *' EMT 8 EQUIPMENT GROUND CONDUCTOR #6 AWG THWN-2 1 *' EMT 9 DC GROUND ELECTRODE CONDUCTOR #6 AWG THWN 1 ARMORED GENERAL ELECTRICAL NOTES: 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE | 5 PANELS 5 PANELS EQUIPMENT AND SHALL COMPLY WITH NEC. OTHERWISE NOTED. 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90°C, UNLESS 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 ' I CLIPS, 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 10. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM 1 11. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ 1+ 1 LINE AND LOAD 12. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS ACCORDING TO NEC 314.15 13. ALL METALLIC RACEWAYS SHALL BE BONDED AND ELECTRICALLY CONTINUOUS ACCORDING TO NEC 250.90,250.96 14. GROUNDING BUSHINGS ARE PERMITTED AROUND PRE-PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM, NEC 250.97 15. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT, NEC 250.64(C) rl A MODULE SPECIFICATION PHONO SOLAR MODEL NO. PS300P-24/T PEAK POWER 300W RATED VOLTAGE (Vmp)35.6V RATED CURRENT (Imp)8.44A Q OPEN CIRCUIT VOLTAGE (Voc)45.6V 23 SHORT CIRCUIT CURRENT (Isc)8.65A 0 a 0- U INVERTER SPECIFICATION D 2620 2INVERTER MAKE POWER ONE 005 a1-(DUINVERTER MODEL PVI-3.0-OUTD-S-US OU)- MAX. DC VOLT RATING 600V &ia 1- m r MAX. AC APPARENT POWER 3000W Z Z <1 010 NOMINAL AC VOLTAGE 240V OU)C MAX AC CURRENT 14.5A ARRAY DETAILS NO. OF MODULE PER STRING 5 NO. OF STRINGS 2 ARRAY WATTS AT STC 3.OkW 1 0 MAX. VOLTAGE 246.4V E NOTE: A CENTER-FED BUS WILL * 2 NOT BE USED.Ag NOTE: INTERSYSTEM BONDING KIT WILL BE ACCESSIBLE 00 UTILITY INSTALLED ON THE WALL NEXT Bl-DIRECTIONAL TO MAIN SERVICE PANELELECTRIC METER ) -/ OVERHEAD SERVICE EXISTING MAIN SERVICE PANEL 100A, 240VAC, 1PH INTERACTIVE CIRCUIT BREAKER .\.1 WILL BE PLACED AT EXTREME\ END OF BUSS OPPOSITE UTILITY SUPPLY ././ MAIN OCPD 100A COMBINER BOX WITH 15A FUSE 2 DC INTERFACE POWER ONE PVI-3.0-OUTD-S-US INTEGRATED DC 3000W, 96% CEC DISCONNECT 240VAC, 14.5A AC INTERFACE PV METER ITRON AC DISCONNECT 240VAC, 30A NEMA 3R, UL LISTED KNIFE BLADE TYPE DC+ 9 MPPT 1 V OMPPT 2 0 3 -0 20A FUSE C-T-/ 0-1- , 20A 3Nll 0 0 V Ll - DC 9 MPPT 1- --418- 4 88 MPPT 2 DC DISCONNECT 25A. 600V D V GND N L2 · Ll NOTE: WHEN METALLIC CONDUIT IS USED. IT MUST BE BONDED AT BOTH ENDS. r 1 - - WATER(#4 AWG) EXISTING UFER GROUND OR GROUND ROD PV 3 (/14) /44-10/3 5Kt=A, LA 9262 1 V T: 714-676-8888 (N)10 ATTACHMENTk FI @48"0.C.MAX r (N)ROOF Kl - 5 PV MODULES 51: 0 : (N)J-BOX--'- (N)INVERTER (N)PV METER-ITRON-(N)AC DISCONNECT- (E)100A MAI SERVICE PANEL (N)ROOF 2 / 5 PV MODULES (N)10 ATTACH M#NTS€_ @48" 0.(.MAX-' \ MODULE TYPE, DIMENSIONS & WEIGHT \ MODULE TYPE=PHONO SOLAR PS300P-24/T ARCHITECTURAL STRUCTURAL 1ODULE WEIGHT=50.7LB 01 D-1 ACCEPTED FOR CONSTRUCTION MODULE DIMENSIONS=77.0"X39.1" = 20.9SF - UNIT WEIGHT OF MODULES=2.43PSF3' J SEPARATE PERMITS ARE REQUIRED F0R ROOF 1 PANEL WEIGHT PER ATTACHMENT=25.4LB · ELECTRICAL, PLUMBING & MECHANICAL PLAA ROOF 2 PANEL WEIGHT PER ATTACHMENT=25.4LB ahall times and it is unlawful to make any changes or ,<rhis set of plans and specifications must be kept on the jot, alte?ations on same without written permission from the i City of Santa Ana. The acceptance of this plan and specifications SHALL NOT | be held to permit nor be an approval of the violation of any provisions of ANY City Ordinance or State Law. T-BOLT /MID CLAMPAccepted By r/0- -nate 4-4 - /SOLAR PANEL OR END CLAMP CITY OF SANTA ANA 1 4Date Issued DRAWN BY:CSLB#: 0591 (B, C46) NOTE: WIRING/CONDUIT RACEWAY WILL BE BETWEEN " TO 3" ABOVE THE ROOFTOP i"-16)(1" S.S, HEXJ, fHEAD BOLT W '0-16 i EL,0/SOLAR MOUNT RAI L FLANGE NUT1 ROOF PLAN t L FOOTPV-21 SCALE: 1 "=20'-0" N ALUMINUM PIECE 1COMP. SHINGLE £01 1 FLAT FLASHINGARRAY & ROOF INFO PERMIT TYPE r BLE,) ELECT PLBG ,-,<:mSC----"----1 PI-YWOOD EUIC ROOF TYPE- COMP. SHINGLE MECH GRADING ROOF FRAMING- 2"X4" RAFTER @2, '*JUIN#UnLUL_i ROOF SLOPE- 18°OCC. GROUE_._......£3 CONS™. TYPE__.-1 ROOF 1 AZIMUTH- 180°CODE EDITION_MA ROOF 1 PANEL AREA- 105 SF |FLOOD ZONE-ROOF 1 FACE AREA- 382 SF % COVERAGE- 27%FLOOD ZONE CERTIF. REQ'D YES Z CLIii U. 229 h 1N3IHOV1 fl" x 33"1XG-BOL-T-jh[W24" MIN. PENETRATION 7 2"X4" RAFTER@24"0.C., /NO \SHEELREVIRW ROOF 2 AZIMUTH- 270° ROOF 2 PANEL AREA- 105 SF ROOF 2 FACE AREA- 511 SF % COVERAGE- 21% MICROFILM YE RADIANT BARRIER @ ROOF YE: RESIDENTIAL DEV. FEE YE: .. SCHOOL DISTRICT YE 21 3 \NO/' 1 PV-21 CONNECTION DETAIL ED a nsfor con¥rrnald to struct33! -3 L. Lacher, R.C.E. 67656 \Jpool Engineering, Inc. *I*A• PV 2 A 11 f ...... PROJECT SITE: ADOLFO CRUZ 2606 DEODAR ST. SANTA ANA, CA 92705 (714) 744-1073 PROJECT SCOPE: RESIDENTIAL SOLAR ELECTRIC SYSTEM 10X300W ROOF MOUNTED PV MODULES SYSTEM SIZE: 3.0 kW DC STC ARRAY AREA: 209 SF ALL WORK TO COMPLY WITH THE FOLLOWING CODES: - 12013 CA BUILD'#JG CODE 'AL 2013 CA RESIDENTIAL CODE..,ON 2013 CA MECH/(NICAL CODE 2013 CA ELECLipICAL CODEm FOR 2013 CA FIRE C©DE f. '4 1. PLANS ifil ·:t en the job 'lav.changes or :a from the ' ECEIVE SHEET ORDER MAR 2 5 2014 PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO City of Santa Ana 0 PV 2: ROOF PLAN, SECTION DETAIL z PV 3: ELECTRICAL LINE DIAGRAM 2 D AND NOTES 62 o O 05 1- CD PV 4: REQUIRED SIGNAGE o U) <W ELECTRICAL CALCULATIONS 69 05 LU D 212 .. SHALL NOT (E)ONE-STORY HOUSE an:giation of a,_PROJECT SITE rditic 0 i \El -----41 1 1 >t-irbave,0£---U- w042\34 1\ C ,Beth !1 8 09 £ k -·-zzL-3**r0. . . f/57\6 8-=O «4=<n Z E(DI& S: 2PROPERTY LINE cL=34„an,v«ED L' Industries * UJ Z [ > Starbuist i 2% Uri =2 n,4 00 57 &1 0LU ZILD a. r0 1 APPROVED 2 4 -J22-2Grove**SfiESELEL_-ZE-ZLI;rovenoma___ F(N)ROOF 4 PLANNING BjviA iON %3£21 23uo 5 PV MODULES 1(N)J-BOX-22-j/1 D MASTER LD 0 00/7- 03¥07 8 VICINITY MAP i 1 -G.P -L.A-_.*_ 068*- IN O PV-1 I(N)INVERTER 0 3' W M <N .w .L -*W.--=3/0<(N)PV METER-ITRON----ZIEN 1 -71 -PLANNER_I'¢) W _.-En_ DA-1-E 52<40(N)AC DISCONNECT- O AO=AV 1 -n-riny 1-ORZ.,--_56/25,l OOM<X (E)100A MA A,5 1 1 TRANSFERRED BY 2 - bATE 050*<- ...t---8092* SERVICE PANEL " ' PLANNING INSPECTION RE@URED:O-<Nut or,1 1 Cll ANRRORERTY LINEONE (NI)ROOF 0 - 5 PV MODULES NAME-(7144 - 0 - 0- 1- <ORETAIN PLANS FOR FUTURE [REVISIONS.2/1 ZI SUBJECT TO JTEMS CHEC!*D AND CONDITIONS BWEBNOTE:BELOW: Et:goAC UTILITY SWITCH WILL BE O INTERIOR TI ONLY 1-0>I ADJACENT TO UTILITY SUPPLIED O NO EXTERiOR ALTERAi#ONS/MODIFICATIONS O ALL MATERIALS TO MATCH EXISTING toSERVICE EQUIPMENT.O SCREENING REQUIRED O SUBMIT LANDSCAPE PLANS 25 2 N #5CONDITIONS: Af#+ gb 64,6 7:UELS 3 HOUSE PHOTO Z 11* M1 SITE PLAN WITH ROOF PLAN „oog PV-1 I SCALE: 1"=20'-0" N PV-1 I .N O<W 100: Z [322 2 Anrvt T Luuti I luIN 14121=_ PV 1 9. 4441-800 0 00-004» 1 0%1(fit 199 REQUIRED SIGNAGE 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. FIRE DEPARTMENT REQUIRED SIGNAGE 7.AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.76 x 0.8 x 40 = 24.3A > 13.5A O.K. 1. LABEL FOR SOLAR DC DISCONNECT: 690.14(C)(2) SOLAR DC DISCONNECT 2. LABEL FOR SOLAR DC DISCONNECT: 690:53 MPPT OPERATING CURRENT: 16.9 ADC OPERATING VOLTAGE: 178.0 VDC MAXIMUM SYSTEM VOLTAGE: 246.4 VDC MAXIMUM SYSTEM CURRENT: 21.6 ADC 3. LABEL FOR JUNCTION BOX: 690.35(F) 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. ON ALL INVERTER AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR CIRCUIT AC CONDUCTOR AMPACITY CALC'S 25 U) ac # OF INVERTER: 1 0- LLDREXPECTED WIRE TEMP. (°C): 31 d200020.TEMP. CORR. PER NEC TABLE 310.16: 0.96 bE#CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 5 18 5 # OF CURRENT CARRYING CONDUCTORS: 3 1- m Zz< CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 O DI OU)C CIRCUIT CONDUCTOR AMPACITY: 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 690.80): C 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25 x 14.5 x1= 18.lA r Cli WARNING! ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 4. 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 5. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) SOLAR AC DISCONNECT 6. LABEL FOR INSIDE MAIN SERVICE PANEL POINTING MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. ELECTRICAL CALCULATIONS OPERATION VOLTAGE= 5 X 35.6= 178.0 V OPERATING CURRENT= 2 X 8.44= 16.9 A MAX PV VOLTAGE & CURRENT CALC'S RECORD LOW TEMP.(°C):.2 TEMP.COEFF (V/°C): -0.0035 OPEN CIRCUIT VOLTAGE(Voc): 45.6 MAX PV SYSTEM VOLTAGE (PER NEC 690.7) 5x {45.6+[(2-25) x (-0.0035x45.6)} = 246.4 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25 x Isc x # STRINGS 1.25 x 8.65 x2= 21.6 A DERATED AMPACITY OF CIRCUIT CONDUCTOR - PER NEC TABLE 310.16 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR.m g PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY * PER NEC TABLE 310.16 . 2 0<J 0.96 xlx40= 38.4A >18.lA O.K.00 20A PV BREAKER WILL BE PROVIDED BACKFED 120% RULE NEC 690.64(B)(2) AND NEC 690.64(B)(7) 120% x BUS RATING>=MAIN BREAKER + PV BREAKER 120% x 100A>=100A+PV BREAKER PV BREAKER <= 20A W & 20A<= 20A O.K.=El k 3C£< OOUSITE PLACARD 66!93¤ OOM CAUTION 0- < (N POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN:Z AT OR AT PV BREAKER: 690.64(B)(7) WARNING! INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE W At- -X--0 liu, S:DC CONDUCTOR AMPACITY CALC'S 11 [E .D<# OF STRINGS PER INVERTER: 2 .U<GOZ70tigEXPECTED WIRE TEMP. (°C): 53 0 1- 0 0 UJ TEMP CORRECTION PER TABLE 310.16: 0.76 1 1/*a d o # OF CURRENT CARRYING CONDUCTORS: 4 CD 0 CIRCUIT FILL CORRECTION PER TABLE 310.15(8*2)(a): 0.8 0 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 ga REQUIRED CIRCUIT CONDUCTOR AMPACITY 1. INVERTER 000Z W 9 PER NEC 690.8 (A&B) (FROM PANELS TO INVERTER):2. SOLAR AC DISCONNECT 001-> O<W 1.25 x 1.25 x Isc x # PER STRING 3. MAIN SERVICE PANEL -, 0 [£ 1.25 x 1.25 x 8.65 x1= 13.5 A 4. SOLAR PANELS PV 4 .. .. PLE«72©a.,einc.9-fhy€ez2·-137(396 2 #7:5:423.* Fafvs*63243*i=F»'IfS··22-m-29393-irf:38'<V .*y '4·c,·i: .?ra,i:%2....11'k:-6,4.-2654.-23·.4, f · ' · ·-, *:k*<sk A i ,< 75->.·. ' 9 ' 0· ·%" :-„ ·. ·97 , -,e'?4 ¢ :.': i. :'·.i,=-, -·-: :'i,- ..," 'V'=- '*"ti B §74:Jt: 42'i,?'i.>¥ ,*44;t' 9-i'b ,tf.:,44,6.-:if, :04·.i'· w ,---„-' 2 ·.M,t:"24?& :9.,8..i·A'£ :Mik" &:-*5*' .. 1 ....,-41;.Al.NKIAPtiDO[* 111[3&#li14171*0(*c*191*9 1 1 11 1- 1 p %4:PM.*/Affi-*fall,r #1:CPF'*%11, 1---111 :-3*.i ·:'f, ·,i'..g/*AM 111.11,-72, r MC lilF 47#,4 -,A,- 4,1-•1'1-' '-lit It-DI 1,14: 7-r--i . 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T SERIES POLY MECHANICAL CHARACTERISTCS ABSOLUTE MAXIMUM RATING Poly crystal Si 156 mm x 156 mmSolar Cells square, 6 x 12 pieces in series Length: 77.0 inch (1956 mm) Dimension Width: 39.1 inch (992 mm) Height: 1.8 inch (45 mm) Weight 50.7 lbs (23 kg) Front Glass 3.2 mm toughened glass Frame anodized aluminium alloy Cable 0.90m wire (0 4mmp Diodes 6 pieces schottky by-pass diodes Junction Box 1 P 65 rated Parameter Operating Temperature Typical Application Hail Diameter @ 80Km/h Surface Maximum Load Capacity Maximum Series Fuse Rating IEC Application Class (IEC 61215) Fire Rating (UL 1703) Maximum System Voltage Values Unit from -40 to +85 I 24 V DC up to 25 mm up to 5400 Pa 15 A A C 1000 V DC (IEC 61215) 600 V DC (UL 1703) ELECTRICAL TYPICAL VALUES" Rated Power Rated Current Rated Voltage Short Circuit Current Open Circuit VoltageModelTolerance (P..p)(IMPP)(U•pp)(Isc)(Ucc) PS280P-24/T 280 W +3%7.96 A 35.2 V 8.35 A 44.8 V PS290P-24/T 290 W +3%8.20 A 35.4 V 8.50 A 45.2 V PS300P-24/T 300 W +3%8.44 A 35.6 V 8.65 A 45.6 V Voltage Temperature Coefficient:-0.35% / K NOCT (Nominal Operation Cell Temperature): 45C i 2'C Current Temperature Coefficient:0.05% / K Power Temperature Coefficient:-0.48% / K Module Efficiency (%) 14.43 14.95 15.46 PACKING INFORMATION CERTIFICATION Container Pieces Per Pallet Pallets Per Container Pieces Per Container 40' HQ 22 22 C € C®us 484 Ag = ' 000001' 31 WARRANTY 1 1-V CURVE DIMENSION 9.0 1000Atm2 ' 7.5 -I 800,V/m2 6.0 600·A//m2 4.5 40CAUm2 3.0· 20ON/rn2 1.5 5 .2-04 43 54 8-9Xll . -.-I. -„ -il-. 0.0 \\\ 051015202530 35 40 45 Voltage (V) 942 99D L 270 216 0 L PV-CYCLE Partner Information Note: This publication summarizes product warranty and specifications, which are subjected to change without notice, Additional information may be found on web site: www.phonosolar.com 22+ 3 2. 3targai j lu, 3/ 3 +1,5.4.1/ 34 -'/ 16-m .F W..0'.te pw*4 /1. t'. aept· 1 . 1 + $ rpla:,i 1 :1 1,·' h.1 ..t 94 • 0, * 5 f,ir, .pu,7,-LU-9 .p Ue.,5..cment -or.k Jru -,rae, 7.,Clar,·=2 ,evel .31 312,rkcara 'eat 0,nut. ort.,Sri ..20,1 *.1 - mag ' 5 Spectium 2&-peiati•e .t 25( t./r -3 3,-ot# www.phonosolarusa.com 1101_V2 I D C AURORA .j AURORA UNO .R.: 1 -- 4 h sidential inverter is the ideal size for an average-sized family home. / i #dp g inverter complements the typical number of rooftop 1 1set.BL most efficient energy harvesting for the size of /16,ty.lilligdli/ilhfesigned asa completely sealed unit to , ogsstty ful ¥52 'ln -F -... .0 „ iff t o,tati Win st). ig d/PT re&BWrl%I74A andimpro#021 e - hdisti r'r , 4CL; . 4+ 1, CA . a. , ,-it ..t . 'The transformerless operatiOn givetihe est,icier*of 97096. Twideinput voltage range makes the inverter suitable to »w power inati**'with teduc00 string I.. 1gle Phase 208/240/277 Vac *di#-ction to process two strings with independen different directions • Widelfl!M • High speed and-pr 1 *90*-M........ - • High efficiencies deliver more en@fil,l :.,2.4 -' ..01 1%* - 4 performance across the whole input voltage and ollillllllllll-.5 .6. 7.'2·2·, + £ila • Transformerless operation for highest efficiency , ,/4 ¥? • Anti-Islanding Protection • Watertight NEMA 4X (IP65) enclosure • Integrated DC switch in compliance with US Standards (-S Versions) • RS-485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP , 1 AURORA UNO !.PY... .:ar :.'· '.dr. U..' · '4 Features STANDARD VERSION -S VERSION BLOCK DIAGRAM OF SINGLE PHASE INVERTER IN1.1(+) 1+ INIC+) i INt 1 IN 1 »Il , INT.1(4 IN12(4 [;}--1 INVERTER , BULK CAPS (DOAC) 1 GRID PAU.LEL I RELAY •UME FILIER -A·Ju - 6 1 MPPT 2 IN2(+) 1 IN 2 ' IN2 IN2 i IN1.1(.) d N RESIDUAL CURRENT DETECTION - 3485 +T/R 1 :Cl -TR L--] RINr-1 REMOTE CONTROL. i 11 R PP CONTROLORCUIT N.C N.0 C Block Diagram and Typical Efficiency EFFICIENCY PV:-3.6-OUTD 93 92 9,l 90 PVI-4.2-OUTD Effidency 1=26=1 ---140 * 1 ---480.c F 10;6 1 rn 99 i 98 + 97 + 96, f Is i 93, 92. 91. 20% 30% 40% SOrt 60% M 80% 9[ya EFFICIENCY PVI-4.2-OUTD . iu:iciwi 1-- 340.k 1 ==2EEEJ 10096 96.8 96 95,< 95,; 94.2 94 93,t 93,. 92,1 92,2 92 91.6 10096 95% 9096 -8596 8096 75% 7096 -6596 60% 5596 -50% 45% l -4096 35% -30% - 25% 1596 1096 -5% 5 400 480 ,@Mod P@ieup [96] 10% 20% 3096 4096 50% 60% 70% 80% 90% 100%MPPT Voltage [V] 215 250 300 34 0 01 Rited Outpct Pei/r AURORA UNO CHARACTERISTICS PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-4.2-OUTD-US Rated DC Power Rated Input Voltage Operating InputVortage Range A,tiva#onVottage™*Wt" Maximum Absolute InputVollage (Input OVThresholdl No.of Independent MPPTTracker* No.of DC Input$ Maximum DC Rated Current for Ead, input DC Connector Maximum K Currenteach MPPT Max.Input Poweteach MPPT InputVoltage Range for Power Operation with Parallel Configuration of MPFT INPUT PARAMETERS 3120Wp 3750 Wp 4380 Wp 360V 0.7 x Vstart - 580 V(" 200 V (adj. 120-350 V)200 V (adj. 120-350 V)200V (adj. 120-350V) 600 V 2 2 pairs (Standard Version) or 1 pairs (-S Version) for each MPPT 20.0 A 10.0 A 16.0 A 2000 W 3000W 3000 W 160-530V 120-530V 140-530V InputVottage Range for Power Operation with Indipendent Configuration of MPPT DC Connections 200 -530V (@2000 W) / 120 - 530 V 190 -530 V (@3000 W) / 90 -530 V 190-530V(@3000W)/90-530V (@1120W)(@750W)(@1380W) ScrewTerminal Block 3 Knock-Outs: 1 Wor 1 ' (w/ ring red.) mmim:mimmill'll'll'll'll'll'llil. Revetse Polarity Protection Yes Maximum DC Overcurrent Protection 12.5 A 20.0 A DC Side Varistor 4 (2 for each MPPT) Allawable Array Ground Reference Floating Array Only - Ground Reference not Allowed PV Array Isolation Control GFD'm AC Gfid Connection Single Phase / Split Phase Rated AC Power 3000 W 3600 W 4200 W Maximum AC Power 300OV 3300V 3300V 3600W 4000 W 4000 W 4200W 4600W 4600 W Rated AC Voltage 208V 240 V 277V 208 V 240 V 277 V 208 V 240 V 277 V Maximum ACVoltage Range 183-228V 211-264V 244-304V 183-228V 211-264V 244-304V 183-228V 211-264V 24+304V Rated AC Frequency 60 Hz 60 Hz 60 Hz Maximum AC Une Current 14.5 A 14.5 A 12.0 A 17.2 A 16.0 A 16.0 A 20.0 A 20.0 A 20.0 A Power Factor >0.99 >0.99 >0.99 AC Current DBtorsion (THD) < 2%<2%<2% DC Switch (·S Suffix Version Only)600 V/25A OUTPUTPARAMETERS 208 V 1 240 V 1 277 V 1 208 V 1 240 V 1 277 V 1 208 V 1 240 V 1 277 V AC Connection ScrewTerminal Block 3 Knock-Outs: 1 lh"or 1"(w/ ring reducer) mm,imm/,mzqi'llillillill'llill'llill AC Side Varistor Maximum AC Overcurrent Protection 20.0 A 20.0 A 15.0 A Anti Islanding Protection According to UL 1741/IEE1547 CONVERSION EFFICIENCY Maximum Efficiency 96.9% CEC Efficiency 96.0%96.0%96.0% 25.0 A 25.0 A 25.0 A According to UL 1 741/IEE1547 97.0% 96.0%96.0%96.096 | ENVIRONMENTAL PARAMETERS Cooling 2(L-N/L-PE) 25.0 A 20.0 A 20.0 A According to UL 1741/IEE1547 97.0% 96.096 96.0%96.0% Natural Cooling Ambient Temperature Range Operating Altitude Acustical Noise Environmental Protection Rating Dimensions (H xWxD) Weight Relative Humidi MECHANICAL rOTHERS- Stand -By Consuption Feed In PowerThreshold Night Time Consumption Isolation Level Display Communication AVAILABLEPRODUCTVARIANTS Standard - No Options With DC Switch -S-TANDARD- -25/+60°C (-13/+140°F)-25/+60°C (-13/+140°F) with derating above 55°C (131°8 with derating above 45°C (113°F) 6000 ft < 50 dB NEMA 4X (IP65) < 100% Condensing 21.5"x 12.8"x 8.3" 31"x 12.8"x 8.3"(-S version) 38 Ib 47 Ib (-S Version) <8W 20.0 W < 0.3 W NONE due Transformerless Topology Alphanumeric-2 Lines RS 485 Wireless (Optional, AURORA® PVI-RADIOMODULE for communication with AURORA® PVI-DESKTOP) PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-4.2-OUTD-US PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US PVI-4.2-OUTD-S-US UL 1741,IEEE 1547, CSA -C22.2 N. 107.1-01 (1) Each MPPT is activated when its input voltage exceeds Vstart and operates within the limits defined by'Operating Input Voltage Range: Default factory setting 200 V, adjustable from 1 20 to 350 V. (2) GFDI - Ground Fault Detector Interrupter AURORA UNO --- 11,6. # CLEO NOV 3¥·TYPE CVSOD SOTA 1.0lm· 47 786 365 OperM OpenWay® CENTRON® Meter The OpenWay system delivers a truly smart meter for the residential mass market. Itron engineers have built upon our proven CENTRON solid-state platform to deliver an advanced meter that provides a cornerstone technology for the smart grid. Featuring open-standards architecture, modular design for flexibility in communications, and extensive features and functionality, the OpenWay CENTRON supports the most demanding smart grid business requirements today and well into the future. A key component of any advanced metering or smart grid initiative, the OpenWay CENTRON meter is a truly smart device used to collect, process and transmit vital energy information to utility systems. Rather than simply inserting a network communication card into a standard meter, Itron developed an advanced meter where calculations and usage data are calculated within the meter itself, allowing utilities to leverage time- SPECIFICATIONS based rates, demand response, home networking and many other smart grid applications. The OpenWay CENTRON system provides enhanced security and a reliable approach to data collection and communications between the meter and the network. Storage and transport of register data are provided through ANSI C12.19 and C12.22 open standards technology. In addition, each OpenWay CENTRON meter comes factory-equipped with a ZigBee® radio to provide a built-in communications pathway into the home for data presentation, load control and demand response. ZigBee also provides a communication channel with 2.4GZ OpenWay Gas Modules. The OpenWay CENTRON also provides robust data storage capability to support time-of-use pricing, load profile data and other data-intensive applications, as well as the most advanced feature set available to support smart grid requirements. These features include full two-way communication, a load-limiting remote disconnect and reconnect switch, positive outage detection and restoration notification, voltage monitoring, automatic tamper and theft detection, as well as the ability to reprogram the meter remotely and upload new firmware via the network. The OpenWay CENTRON meter is the smart meter for the smart grid. knowledge to shape your future --1--- £- FEATURES Time-of-Use and Critical Peak Pricing » The OpenWay CENTRON supports four TOU rates as well as CPP » TOU registers may be displayed on the meter's display Load Profile » Four channels of configurable load profile data are available in the following default parameters: (1) single channel 30-minute data 753 days; (2) two channels 30-minute data 501 days » Modified parameters are available via configuration download » The OpenWay CENTRON module provldes over one year of 15-minute load profile data storage OpenWay RFLAN Module » Two-way, unlicensed RF module » Adaptive-tree RFLAN architecture provides easy installation and self-healing capabilities Home Area Network (HAN) » Every OpenWay CENTRON meter includes a ZigBee radio for interfacing with the HAN, in-home displays and load control devices » The OpenWay CENTRON can store consumption from 2.4GZ OpenWay gas modules utilizing the ZigBee radio Bi-Directional Metering » The OpenWay CENTRON measures and displays active energy (k\Nh) delivered, received, uni-directional and/or net or apparent energy (1<VAh) delivered and/or received Disconnect/Reconnect with Load Limiting » The OpenWay CENTRON forms lS, 2S, 12S network, and 25S is available with a 200 amp remote disconnect/reconnect switch as an optional feature. The switch can be operated on demand, or automatically as part of a service-limiting configuration Tamper Detection » Tamper indications can be communicated regularly through the OpenWay system » Tampers include: inversion, removal and reverse power flow » SiteScan Diagnostics (advanced polyphase register only) Non-Volatile Memory » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. A battery maintains just the clock circuitry during a power outage Voltage Monitoring » Instantaneous voltage » Voltage monitoring system Standard Features » Electronic LCD display » Polycarbonate cover » Optical tower » Test LED Register Capabilities » 4 energies, 1 demand: • Wh (delivered, received, net, uni- directional) • VAh (delivered arithmetic, received arithmetic, Lag) • W (max delivered, max received, max net, max uni-directional) » Configurable event log » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. Battery maintains the clock circuitry during a power outage Option Availability » Identification/accounting aids » Remote disconnect/reconnect » Multiple WAN options including GPRS and CDMA » Option slot for additional communications options Technical Data Meets applicable standards: » ANSI C12.1 - 2008 (American National Standard for Electric Meters - Code for Electricity Metering) » ANSI C12.18 - 1996 (American National Standard - Protocol Specification for ANSI Type 2 Optical Port) » ANSI C12.19 - 2008 (American National Standard - Utility Industry End Device Data Tables) » ANSI C12.20 - 2002 for Hardware 2.0 and 3.0 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.20 - 2010 for Hardware 3.1 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI 012.22 - 2008 (consult Section 9 of the standard) » ANSI/IEEE C62.41.1-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » ANSI/IEEE C62.41.2-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » IEC 61000-4-2 » IEC 61000-4-4 Reference Information » OpenWay CENTRON Technical Reference Guide » Hardware Specification Form SPECIFICATIONS ProductAvailability Volts / Service MeterCIass Test Amps Kh (Pulse/Wh)Meter Form Register Descriptions 120 V 200 30 1.0 lS OpenWay RF with or without Disconnect 240 V 200 30 1.0 2S OpenWay RF with or without Disconnect 240 V 320 50 1.0 2S OpenWay RF 120 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 43 OpenWay RF 120 V 200 30 1.0 12S/25S OpenWay RF with or without Disconnect Specifications Power Requirements Voltage Rating: 120 V, 240 V Frequency: 60Hz Operating Voltage: 1 20% (60Hz) Operating Range: * 3 Hz Battery Voltage: 3.6 V nominal Battery Operating Range: 3.6 V nominal; 3.4 V - 3.8 V Carryover: 12-year continuous usage or 20-year shelf life Temperature: -40° to +85°COperating Environment Humidity: 0% to 95% non-condensing IEC 61000-4-4-2004-07Transient /Surge Suppression ANSI C62.45-2002 Accuracy General Time Display Characteristic Data Register Burden ANSI C12.20 0.5 accuracy class Demand interval lengths: Programmable: 5, 6,10,12,15, 20,30 and 60 min. Demand calculation: Peak Energy calculation: Basic: Wh and VAh Une sync: Power line frequency Crystal sync: +0.01% @ 25°C; +0.025% over full temperature range Battery: +0.005%@25°C; +0.005% to -0.02% over full temperature range Nine-digit liquid crystal display Display duration: 1-15 seconds Six-digit data height: 0.4"Three-digit code number height: 0.24° Annunciator height: 0.088°3-segment electronic load indicator Starting Current: 20 mA (Class 200), 5 mA (Class 20) 0.66W Form Watt Loss VA Loss Test Voltage lS 2.796 6.759 120 2S 3.773 12.357 240 Burden Data (C2S0D) (United States)3S 2.123 7.068 120 3S 2.350 14.255 240 4S 2.535 14.619 240 12S 2.861 6.751 120 Form Watt Loss VA Loss Test Voltage lS 2.686 6.999 120 3203 11.89 240 Burden Data ©2S0D) (Canada)2323 7.068 120 2.350 14.255 240 2.535 14.619 240 12S 2.831 7.393 120 Service Switch (Optional)200A; can be programmed as service (load) limiting Service Switch is available in Forms lS, 2S, and 12S/25S Modules Additional Base Functionality Standard OpenWay Register Cell Relay (available in Form 2S only) SPECIFICATIONS C2S0/C2S0D Dimensions Dimensions C2SO/C2SOD - Forms lS, 2S and 12S ABCDEFG 6.95°5.270 4.37°3.97'3.47'5.68°6.30" 17.66 cm 13.39 cm 11.10 cm 10.08 cm 8.82 cm 14.43 cm 16 cm 6%:m 9 h C2SO/C2SOD - Forms 3S and 4S ABCDEFG -E- 6.95"4.56°3.66°3.23"2.73°5.56"6.42' 17.66 cm 11.59 cm 9.30 cm 8.21 cm 6.94 cm 14.13 cm 16.31 cm Shipping Weights Polycarbonate C2SO/C2S0D Pounds Kilograms 4 Meter Cartons 11 lbs 5 kg 96 Meter Pallets 2801bs 127 kg 1/14/I Itron is the world's leading provider of smart metering, data collection and utility software systems, with over 8,000 utilities worldwide relying on our solutions to responsibly and efficiently manage the delivery and use of energy and water. To realize your smarter energy and water future, start here: www.itron.com ITRON ELECTRIC 313-B North Highway 11 West Union, SC 29696 USA CORPORATE HEADQUARTERS 2111 N Molter Road Uberty Lake, WA 99019 USA Phone: 1.877.487.6602 Phone: 1.800.635.5461 Fax:1.864.638.4950 Fax:1.509.891.3355 While Itron strives to make the content of its marketing materials as timely and accurate as possible, ttron makes no claims, promises, or guarantees about the accuracy, completeness, or adequacy 01. and expressly disclaims liability for errors and omissions in, such materials. No warranty of any kind, implied, expressed, or statutory, including but not limited to the warranties of non-infringement of third party rights. title, merchantability, and fitness for a particular purpose, is given with respect to the content of these marketing materials. ©Copyright 2011, Itron.Allrights reserved. 100808SP-05-08/11 9. SOLARMOUNT Technical Datasheets :i: UNI RAC A HICTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp End Clamp 3SolarMount Beam Connection Hardware L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom £24 Upc/0 6* fffillt (hidden.$* Beam - -0.6-7*2.*.-.Jdi,r- .„*-Bolt 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 91"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one 14" 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 Y ..x 28,-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 :1: UNIRAC A HICTI GROUP COMPANY SolarMount Mid Clamp Part No. 302101C, 3021010, 302103C, 3021040, 3021050,302106D \ Jerratiq[Bdt Wid \Flalbe Ntlk 5<7 Clemp 1 90* 1. ·5. Beam 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 14"-20 T-bolt and one 1/11,-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 7 Y 1 . -- 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, 302002D, 302003C, 302003D, 302004C, 3020040,302005C, 302005D 302006C, 302006D, 3020070,302008C, 3020080 302009C, 302009D, 302010C, 302011C, 302012C 01 Sen Flans / Y -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 M"-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 8lt _y4Clamp ated ve Nut 11 1.3 M[*0*UN1 17 1 ARIES IC TT- 1 WITH I Moouu Dimensions specitted-im--mches-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, Xi 142 (630)52 (231)2.72 79 (349)0.555 a SOLARMOUNT Technical Datasheets :1: UNI RAC A HICTI 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 L-Foot eated Flange N u Y 1- x NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method , - 101 3* gOT FOR A 4..AC.VARE \ 7 0 1 12 , 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, Xt 486 (2162)213 (949)2.28 323 (1436)0.664 e SOLARMOUNT Technical Datasheets :FUNIRAC 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 inz 0.676 1.059 Section Modulus (X-Axis) ins 0.353 0.898 Section Modulus (Y-Axis) in3 0.113 0.221 Moment of Inertia (X-Axis) ir,4 0.464 1.450 Moment of Inertia (Y-Axis) ir,4 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 SCREW JL 2.E 00 1.316 - 1.728 -- SLOT FOR T-BOLT OR /4" HEX HEAD SCREW _11 2X SLOT FOR SLOT FOR BOTTOM CLIP BOTTOM CLIP G]C 3.(00 SLOT FOR - 34" HEX BOLT SLOT FOR n,j---7 1.385 3" HEX BOLT .387 -- .750 - Y Y A A 1, , A- 1.207 - -1.875 - -X -.X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted :FUNIRAC Unirac Code-Compliant Installation Manual SolarMount Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SolarMount series rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. If beams are installed perpendicular to the eaves on a roof steeper than a 4/12 pitch in an area with a ground snow load greater than 30psf, then additional analysis is required for side loading on the roof attachment and beam. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet. See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8, the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load 06.Figure 3. Rail span andfooting spacing are interchangeable. The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadi, S (psO, Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 1 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). Use the following equations or Table 7. P 07€f) = 1.00 + 1.02 (downforce case 1) P 0«) = 1.OD + 1.Opnet (downforce case 2) PO,sO = 1.OD + 0.759 + 0.7*net (downforce case 3) P 0,€0 = 0,6D + 1.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psD pnet = Design Wind Load (psf) (Positive for downforce, negative for uplift) Ike maximum Dead Load, D (psf), is 5 vsfbased on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is afunction of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. P.,gr Note: Modules must be centered symmetrically on the rails (+/- 29, as shown in Figure 3. 0 idicu a- WOre -0 10 0SolarMount Unirac Code-Compliant InstaUation Manual :i'UNIRAC Table 7. ASCE 7 ASD Load Combinations Description Vbrfoble Downtbrce Case I D-,*ce Cose 2 Do»nforce Case 3 Upift unim Dead Load D 1.0 x 1.0 x 1.0 X 0.6 x psf Snow Load S 1.0 x +0.75 x + w Design Wind Load Pnet 1.0 X +0.75 x +1.0 x - psf Total Design Load P psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail W (pW Determine the Distributed Load, w (plf), by multiplying the module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w = PB/2 w = Distributed Load (pounds per linear foot, pif) B = Module Length Perpendicular to Rails Ut) P = Total Design Pressure (pounds per square foot, psf) Table 8. L-Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty Step 3: Determine Rail Spa,VL-Foot Spacing Using the distributed load, w, from Part II, Step 2, look up the allowable spans, L, for each Unirac rail type, SolarMount (SM) and SolarMount Heavy Duty (HD). The L-Foot SolarMount Series Rail Span Table uses a single L-foot connection to the roof, wall or stand-off. Please refer to the Part III for more installation information. Span Disuibuted Load (poundsmneor foot) m) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 2 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM 2.5 SM SM SM SM SM SM SM SM SM SM SM SM SM R:1* 8$ 4* 3 SM SM SM SM SM SM SM SM SM SM SM F..1 *. ·..4 44 :* ti® 3.5 SM SM SM SM SM SM SM SM SM SM 7*IF .ie 4,0.40 |4 SM SM SM SM SM SM SM SM SM 3-¥4:9* - · HO tb 1- 4.5 SM SM SM SM SM SM SM SM ' 'Uh i.:., 440 1 5 SMSMSMSMSMSM St·1 SM l.j*1 -100 ,. 14*2 1 55 SM SM SM Stl SM SM SM Flihifib HO 1 6 SM SM SM SM SM SM SM ' AiD .JHD 6.5 SM SM SM SM SM SM SM ·. #10 HO | 7 SM SM SM SM SM SM +ID "HO 7.5 SIt SM SM SM SM SM 21· HE) 8 SM SM SM SM SM SM 1 HD __Hal 8.5 SM SM SM SM SM L *P- HD 9 1 SM SM SM SM F 'AD HD HD 9.5 SM SM SM SM * HO HD HD 10 SM SM SM -HiS HD HD HD 10.5 SM SM SM HD HD HD 11 SM SM j HD HD HD HD 11.5 SM ' HD HD HD HD HD 12 SM HD HD HD HD HD ..... 11 :FUNIRAC Unirac Code-Compliant Installation Manual SolarMount Step 4: Select Rail Type Selecting a span and rail type affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's resnonsibilitv to verifv that the building Btructure is strong enough to sul,Dort the point load Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1,2or 3): P Module length perpendicular to rails: B Rail Span: L Downforce Point Load: R Step 5: Determine the Downforce Point Load, R abs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R Obs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (Af) (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (#)divided by two. R (lbs) = PLB/2 R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span Ut) B = Module Length Perpendicular to Rails Uo It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. psf Step I x . ft x ft Step 4 Il lbs Pilxr 12 SolarMount Unirac Code-Compliant Installation Manual :FUNIRAC Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift): P psf Step I Module length perpendicular to rails: B x ft Rail Span:L x ft Step 4 Uplift Point Load: R lbs Table 12 Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Log screw specifications Spedfic 5/5.- shall* gravity per inch thread depth Douglas Fir, Larch Douglas Fin South Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir, Redwood (close grain) Hem, Fir (North) ad Southern Pine >th Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) Sources:American Wood Council NDS 2005, Table / /.24 1 1.3.2A 0.50 266 0.46 235 0.46 235 0.43 212 0.46 235 Thre 0.55 307 deT 0.42 205 0.50 266 /1 Use Table 12 to select a lag bolt size and embedment depth to satisfy your Uplift Point Load Force, R (lbs), requirements. Divide the uplift pointload (from Table 11) bythewithdrawal capacity in the 2nd column of Table 12. This results in inches of 5/161agbolt embedded thread depth needed to counteract the uplift force. If other than lag bolt is used (as with a concrete or steel), consult fastener infr documentation. It is*the installer's responsibility to verify that the substructure and attachment method is strong enough to support the maximum point loads calculated according to Step 5 and Step 6. Notes: (/) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be /ocated in the middle third ofthe structural member. (3) These values cre not va/id for wet service. (4) This table does not include shear capacities. Ifnecessary contact a localengineer to specitiy lag bok size with regard to shear forces. (5) insta# log bolts with head and washer Bush to surface (no gap). Do not over-torque. (6) Withdrawal design values for log screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS forWood Construction. *Use flat washers with lag screws. Page 13 STRUCTURAL ENGINEERS January 20, 2011 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 TH 8 31-13 CAJ 0 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 Buildine Code, by International Code Council, Inc., 2009 2. 2010 California Buildin 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 ·> Fei, Oaks, CA 95628 > 916.961.3960 , 916.961.3965 f ·> WWW.P 5 .COM 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3• 1. - I-=- ./- 4 6105-T5 ALUMINUM \ 1.-1 4 - - - - - - - -® UU 11 000 U NU [EAU00 SolarMounUSunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NEALBUQUERQUE, NM 87102 USA . Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 ..' -2,)#u J e oil .it>·c, 9 2 '·.· w'll?·1 ·L - I LX?-21·' EN:e,1 - '-0:,- clv.4, · 2- 222<3 14 -'L SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC- 1 Nib p Top pmounting a,- clamps Module T-bolt Intertek Conforms to UL Standard 467 4-1. UGC-1 •4-4 Figure 26. Slide UGC-1 grounding clip into top mounting slotof rail. Torque modules in place on top of clip. Nibs will penetrate rail anod- ization and create groundingpath through rail (see Fig. 3, reverse side). SolarMount® rail (any type) WEEBLug Stainless Steel Flat Washer (WEEB) Clips and lugs are sold separately. Figure 27. Insert a bok in the aluminum rail or through the clearance hole in the stainless steel flat washer. Place the stainless steel Bat washer on the bolt, oriented so the dimples will contact the aluminum rail Place the lugportion on the bolt and stainless steelflat washer. Instal stainless stee(flat washer, lock washer and nut. Tighten the nut until the dimples are completely embedded into the rail and lug ne embedded dimples make a gas-tight mechanical connection and ensure good electrical connection between the aluminum rail and the lug through the WEEB. WEEBLug Figure 28. UGC-1 layoutforeven and odd number ofmodules in row. 77(" denotes places to install UGC-1. Even Number ofModules in row 11 Odd Number ofModules in row IRAC A HILTI GROUP COMPANY Pub 110617-2cc June 2011 (4 2011 by Unirac, Inc. All rights reserved. Classic Composition Mount I QMSC 12.0 . 1 Fl*,Y; - RACKING COMPONENTS w Ir--NOT INCLUDED 1! 6.0 12.0 ' @ 2.5 IltM DESCRIPTION QTY.-'- 1.5 --NO. 1.3 f' 11 11 11 It J1 1 Flashing, 12"x 12"x .050",AL * 1 2 Base Block, QMSC, Cast Al* 1 3 Manger Bolt, 5/16" x 6", SS 1 4 Washer, Sealing, 5/ 16"ID x 3/4"OD, SS/EPDM 1 5 Hex Nut, 5/16-18, SS 2 6 Washer..296"ID x 7/8"OD x 1/8" Thick, EPDM 1 7 Washer, Fender, 5/16" X 1", SS 1 8 Washer, Split-Lock, 5/16", SS 1 TITLE 4 3.0 Quick Mount PV QMSC: Classic Compostion Mount *Available in mill. clear anodized, and dark bronze anodized finsihes. PEO,mETA. AND CONIRDENT,Al me=#Am==)7=*Mi:%*TMOUNIPV. ANfREPRODUCID-PARI OR.DO NOT SCALE DRAWING T 1 1 5 4 3 Laa Dull-out (withdrawal) caoacities Obs) in tvoical lumber: Lag Bolt Specifications UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACBONAL Z 1/16 ONE PLACE DECIMAL 1.1 TWO PLACE DECIMAL :.01 2 SIZE DRAWN BY:JDA REV A DME:3/8/2012 4 SCALE: 1:4 WEIGHT: 1.14 SHEET 1 OF 1 Specific Gravity 5/16" shaft per 3" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher).46 705 235 Hem, Fir .43 636 212 Hem, Fir (North)46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL).50 798 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproofing it is important that the aluminum flashing (item 1) is properly placed under one full course above the mounting block with at least some of the flash- ing extending up under the course above that as well. See instructions on back. Quick Mount PY RESPECT THE ROOF *' Quick Mount PV® Classic Composition Mounting Instructions Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, 1 tube of appropriate sealant, drill with 7/32" bit, drill or impact gun with 1/2" deep socket WARNING: Quick Mount PV products are NOT designed forand should NOT be used to anchor fall protection equipment. 3 Locate, choose, and mark centers of rafters to be Carefully lift composition roofshingle with roofing Slide mount into desired position. Remove any mounted. Select the courses of roofing where bar, just above placement ofQuick Mount.nails that prevent getting the mount flush with Quick Mounts will be placed.front edge of shingle course. Mark center for drilling. Using drill with 7/32" bit, drill pilot hole into roof Clean off any sawdust, and fill hole with roof Slide mount back into position. Prepare hanger bolt and rafter, taking care to drill square to the roof. manufacturer's approved sealant.with 1 hex nut and 1 sealing washer, insert through Do not use mount as a drill guide.block into hole and drive hanger bolt into after, tightening to a solid snug fit.* 7 You are now ready forthe rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Pleaseconsultthe roof manufacturer's specs and instructions prior to touching the roof. Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware, securethe rack of your * It is not necessary or advisable to use nails or other block.choice. Tighten to 13 foot pounds.fasteners to secure the perimeter of the flashing. Bl 7.2.3-7 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com 2700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 May-2012, Rev 2