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HomeMy WebLinkAbout10181147_2226 W. BOBBY - PlanCITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.ADD.Worksheet PROJECT ADDRESS:JUU 6 135 66 USE OF BUILDING:,RESIMERFIAL COM| L j SUITE:SAP\N# 10($5 // ltv-4 2-0 161 -/13%.22.9VIERCIALINDUSTRIALOTHER MASTERID# NATURE OF WORK:NEW ADD ALTEFUT. 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 ALTER/T.1.SF JOB DESCRIPTION (non-residential projects see reverse side of this application) :1-3-,c 0604 "ouln-4 cAk,Dix:rino\4€46 0004- raD UP'Z€- , * (6 i -1-08 BUILDING OWNER'S NAME: -.t ./n L PHONE NO: 6 1\ vi 60 N C vt 1 714-750 ADDRESS:CITY:STATE:2-+16 Bo\olo_- lia €.wek Ana,CA -3-2-4 1 ZIPlu1O6 TENANT'S NAME (Comm/Ind):PHONE NO:hld» CON-tRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: 9 vn Sees Gruup &(AC 9-1)51, C 9 , Clt 6 ADDRESS:CITY:STATE:ZIP: 4st W Ld v.,ber-6 12£,t <502.(-1-rE? V c-(A 9171 1 WORKERS COMP. POLICY#: 44 !7PI£\Oul-906\EXP. DATE: - 0 \ /10»\ f 15 INSURANCE COMPANY:SANTA ANA BUS. LlC. #: 5tntD Nout, L ),AS-JVB,U--· ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: 4100\ Er,c:jip"Lvi070 (17490 1 t v -6 37 b -6 La-D ADDRESS:CITY:STATE:ZIP: 11-0 i w · 081192 At,2-·All,A,141- 1»05 ¥L+0 -1 CONTACT.'NAME:ir 0 1,1 010#44 63,«PHONE NO:626 -310 +S'126 .D E-MAIL ADDRESS:'14·ACIA!' GtVI/efocet,g{0.4/. GOV"L v0 OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT#P/C FEE PD $ TYPE OF CONSTR:VALUATION: $(U,lb'D SUBMITTAL DATE:4lkillq FIRE SPKR: YES / NO A/C: YES/NO FLOOD ZONE: ,/<PROCESSED 2>.21-- 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 Additienal sciubre'footage U Awnings E] Canopy U Card readers El Ceiling work C] Change of occupancy (use) U Disabled accessible (H/C) restrooms El Dust collector U Elevator shaft El Exterior doors or windows Equipment pads El Interior demo El Kitchen equipment U Partition walls U Rated corridors U Rated shafts C] Roof mounted equipment El Security bars U Screening for equipment U Skylights U Stairs U 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 . CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRFRq· £;*'2 G FESOSSY LA k.) F= TRACKING #: /£5'14?-/$47'DATE:4/)119 FOR PLANCHECK STATUS CALL (714) 647-5800 PI FASE INITIAL FACH ITEM RFI OW 361.I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. E_ 2.I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. 3.I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. Ju_4.I understand that I shall submit separate plans, applications and plane.heck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans-2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets I understand that I shall visit the Publjc Works Department to verify whether a field inspection of the property is required. 1 understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFFil TO BY APPLICANT OR AGENT Applicant's Signature ' Print Narne JOMA€p). WV C-Al) 1 Addresq 45) W LAWA=,t Rol 11-€211 Telephone Number 62,6 - 390 -699 6 Fax FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1._ Planning Department 2._ Public Works Agency 3._ Fire Departmemt 4._ Police Department 5._ School District 6._ Health Department PERMIT TECHNICIAN Form 58: 3-26-04 7._ Title 24 (Energy) 8.- Title 24 (Disabled Access) 9._ Roof Mounted Equip. 10._ List of Subcontr. 11._ Bldg. Pmt. Info. 12._ Summary of Appr. Reg. 13._ FY Information 14._ Constr. Act. Reg. 15._ Res. Dev. Fees 16._ SMIP 17._ Microfilming 18._ Const. Debris Recyc. 19._ FCWP Surcharge 20._LOAJOwner-Builder Ver. - 4-t- pool 1201 N. Tustin Avenue ,dinl, engineering IAnaheim, CA 92807-inc./;Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT Ron Lacher, R.C.E.14-0582 FOR SOLAR PANEL ADDITION AT BR 2 1 2014 THE RUIZ RESIDENCE City of Santa Ana 2226 Bobby Ln Santa Ana, CA,92706-1249 P 6/30/2015 CIVIL-' F CALIFC#' 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 4/14/2014 4:18 PM \\peanasv2\pool\Projects Solar\2014\0582-14 Residential\14-0582 SOLAR PANEL CALCS.xlsx C• 4 . g 4 r'l Page 2 of 13 ©Pool Engineering, Inc. 2014 pool . d-ELLL engineering POOL ENGINEERING INC.By: R. Lopez Location: Santa Ana, CA,92706-1249 Date: 4/14/2014 Job# 14-0582 TABLE OF CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateralloads 10 Lateral Load Distribution 11· Wind Uplift Anchor Design 12 Summary 13 4/14/2014 4:18 PM \\peanasv2\pool\Projects Solar\2014\0582-14 Residential\14-0582 SOLAR PANEL CALCS.xlsx Page 4 of 13 ©Pool Engineering, Inc. 2014 lili pool ' id_1111L_ engineering POOL ENGINEERING INC.By: R. Lopez Location: Santa Ana, CA,92706-1249 Date: 4/14/2014 Job# 14-0582 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. 4/14/2014 4:18 PM \\peanasv2\pool\Projects Solar\2014\0582-14 Residential\14-0582 SOLAR PANEL CALCS.xlsx Page 6 of 13 ©Pool Engineering, Inc. 2014 lili pool r id_ELLL engineering POOL ENGINEERING INC.By: R. Lopez Location: Santa Ana, CA,92706-1249 Date: 4/14/2014 Job# 14-0582 PROJECT DATA: Proiect Location: 2226 Bobby Ln Santa Ana, CA,92706-1249 Existing Residence: Roof Area:1283 ft, Upper Floor Area:N/A Lower Floor Area:N/A Number of Stories: 1 Site Properties: Latitude: 33.77 Longitude: -117.9 Ss = 1.4638 (g) 0.2s Spectral Response Acceleration Sl = 0.5355 (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 = 0.9759 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.5355 15 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:2.70 p.s.f. (including mounting system) Installed Area: 254.57 ft2 Design Criteria: C.B.C. 2013 ASCE 7-10 Desikn Methodology: Per theexception 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. 4/14/2014 4:18 PM \\peanasv2\pool\Projects Solar\2014\0582-14 Residential\14-0582 SOLAR PANEL CALCS.xlsx 1 LIZE Pool 461* engineering - inc2 POOL ENGINEERING INC. ' ' By: R. Lopez Location: Santa Ana, CA,92706-1249 ,Date: 4/14/2014 Job# 14-0582 LATERAL LOADS (Seismic): Seismic Design Parameters: le = 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor P= 1 Redundancy Factor SDS = 0.976 Short,Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.536 ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Site Class: D (ASCE 7-10, Section 11.4.2) Risk Cat.: 11 (ASCE 7-10, Table 1.5-1) SDC = D Seismic Design Category (ASCE 7-10, Tables 11.6-land 11.6-2) Base Shear Governing Eauations: T= Ct (hn)X Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where:Ct = 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) CS = (SDS|e)/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = 0.150 4_max = (SDS |e)/(T R)Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.842 (Q_min)1 = 0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs_min2 = 0·0441 SDS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.024 (Cs_min)3 = 0.5 Sl |e)/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.041 Cs = 0.150135 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables Page 10 of 13 ©Pool Engineering, Inc. 2014 1111 pool POOL ENGINEERING INC.By: R. Lopez d.id_L engineering j Location: Santa Ana, CA,92706-1249 Date: 4/14/2014 - inc. / - Job# 14-0582 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 (ft2) Story Seismic Wx (k) Wx hx Mass (psf) Wx h*k Iwi hik Fi(K)Vi (K) Roof 16 16 1283.0 11.0 14.113 225.808 1.00 2.12 2.12 Upper 0 0 N/A N/A N/A 0 0.00 O.00 0.00 Lower 0 0 N/A N/A N/A 0 0.00 O.00 0.00 Existing Base Shear = 2.12 PROPOSED STRUCTURE Level Story Height (ft) Story hx (ft)Area (ftz) Story Seismic Panel Area Mass (psf) (ft2) Panel Seismic WX (k)WX hx Mass (psf) wx hxkk Iwi hik Fi(K)Vi ( K) Roof 16 16 1283.0 11.0 254.6 2.7 14.8 236.81 1.00 2.22 2.22 Upper 0 0 N/A N/A N/A N/A N/AOO.00_0.00 0.00 Lower 0 0 N/A N/A N/A N/A N/A O 0-00 0.00 0.00 Proposed Base Shear =2.22 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]XloO = 4.87% Results:INCREASE LESS THAN 10% ==> OK 4/14/2014 4:18 PM \\peanasv2\pool\Projects Solar\2014\0582-14 Residential\14-0582 SOLAR PANEL CALCS.xlsx C. pool POOL ENGINEERING INC.By: R. Lopezld11111 engineering I- inc. ) Location: Santa Ana, CA,92706-1249 Date: 4/14/2014 - Job# 14-0582 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) K.=l Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 0 =18.5 deg Area =254.6 sq.ft. Pnet30 -31.9 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE7-10 Pnet = AK.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) Atr. =11.0 sq.ft.(panel area tributary to each lag screw) D=2.7 p.s.f.(panel dead load) W=38.6 p.s.f.(design wind pressure) Plag = FS*Atrib(0·6[)-0.6W) = (1)(11 sq.ft.)[(0.6)(2.7 p.s.f.)-(0.6)(38.6p.s.f.)] = 236.9lb. (withdrawal force applied to each lag screw) DIAiag=5/16 in.(lag screw diameter) D =2.50 in.(lag screw penetration into existing framing member)pen 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' = Co*Q*W =(1.6)(0.7)(266 lb./in.) = 297.92 lb./in.(adjusted withdrawal value) Paliow = Dpen* W' = (2.5 in.)(297.92 lb./in) = 744.8 lb. Results:DEMAND = 236.9 lbs. < CAPACITY = 744.8 lbs. ==> OK Page 12 of 13 ©Pool Engineering, Inc. 2014 lili pool POOL ENGINEERING INC.By: R. Lopez it lili engineering I Location: Santa Ana, CA,92706-1249 Date: 4/14/2014 - inc. / - Job# 14-0582 SUMMARY: GRAVITY LOADS:DECREASED BY -12.46% ==> OK LATERAL LOADS:INCREASED BY 4.88% < 10% ==> OK WIND UPLIFT:DEMAND = 236.9 lbs. < CAPACITY = 744.8 lbs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 48in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 4/14/2014 4:18 PM \\peanasv2\pool\Projects Solar\2014\0582-14 Residential\14-0582 SOLAR PANEL CALCS.xlsx 1.1.2 emy t, ,SILVIA RUIZ RESIDENCE MAS*ER I. D._-10 1*-_03 6 1_0..-leA R BREA. CA 92821 .... PROJECT TEAM TRUE POWER SOLAR 451 WLAMBERT, TRUE POWER SUITE 212 tki (714 676-8868 1 (B.(46)+ 1 LICENCE CS[-8#970591' '·'--,•-.v:--91 2226 W. BOBBY LN SANTA ANA, CA 92706 n -A .hy ,4PLANNER____j L_/ 4- :siON 3600 W DC PHOTOVOLTAIC SYSTEM GENERAL NOTES 1. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEWAND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY. CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY. 2. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. 3. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED. 4. ALL METALLIC EQUIPMENT SHALL BE GROUNDED. 5. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER. 6. DO NOT SCALE DRAWINGS. CONTRACTOR TO SITE VERIFY ALL ROOF OBSTACLES AND ALL REQUIRED CLEARANCES WITH AHJ(S) PRIOR TO INSTALLATION. 7.DIMENSION ON THIS DRAWING SET ARE BASED ON SITE INSPECTION SHEET. ALL EQUIPMENT SHALL BE INSTALL THE WAY IS PROPOSED IN THIS PLANS SET. 8. CONTRACTORS SHALL OBTAIN ELECTRICAL PERMITS AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING. 9. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY. PHOTOVOLTAIC NOTES 1, AN INVERTER OR A MODULE IN AN INTERACTIVE PHOTOVOLTAIC SYSTEM SHALL AUTOMATICALLY DE-ENERGIZEITS ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOST OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED. (NEC 690.61) 2. ALL EXTERIOR ELECTRICAL METALLIC TUBING (EMT) CONDUIT FITTING SHALL BE RAIN-TIGHT THREADLESS COMPRESSION TYPE. 3. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED. 4. NAMEPLATES SHALL BE PROVIDED FOR ALL CIRCUITS IN THE SERVICE DISTRIBUTION AND POWER DISTRIBUTION SWITCH BOARDS, PANEL BOARDS, DISCONNECTING SWITCHES, TERMINAL CABINETS, ETC. ALL NAMEPLATES SHALL BE PERMANENTLY ATTACHED AND BE OF SUFFICIENT CAPACITY TO WITHSTAND THE WEATHER. 5. JUNCTION BOX/COMBINER BOX HAVE TO USE COMPRESSION TYPE STRAIN RELIEF POSITIONED FOR APPROPRIATE WATER RUN OFF. 6.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OF JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE NEC REQUIREMENTS. 7. SEE PROVIDED CUT SHEETS FOR ADDITIONAL EQUIPMENT SPECIFICATIONS. 8. WIRING MATERIALS SHALL BE SUITABLE FOR THE SUN EXPOSURE AND WET LOCATIONS. FIELD APPLIED PROTECTIVE COATINGS ARE NOT ACCEPTABLE TRANSFE22*D PLA;-..re:uith· SIGNAGE - -, NOTE: ALL SIGNAGE TO COMPLY WITH NEC 690 AND 2013 CALIFORNIA ELECTRICAL CODE ARTICLE 690. RED BACKGROUND WHITE LETTERING - MINIMUM 3/8" LETTER (-7 HEIGHT - ALL CAPS, ARIAL OR SIMILAR FONT NON BOLD- -- - REFLECTIVE WEATHER RESISTANI MATERIAL SLUTABLE FOR ENVIRONMENT (UL 969)RUSJECT TOi : AT METER AND DISTRIBUTION EQUIPMENT "CAUTION SOLAR ELECTRIC SYSTEM"Li INTER'07 "DUAL SOURCES: SECOND SOURCE IS PV "··-· "WARNING INVERTER OUTPUT CONNECTIQN. DO NOT RELOCATE THIS DEVICE" DISPLAY THE FOLLOWING: MAX AC OPERATING CURRENT, OPERATING VOLTAGE Voscle,"C F·L AT AC DISCONNECTS CONDITIONS:Ec·4-1-0-P "PV SYSTEM AC DISCONNECT"9 66&4 'WARNING: ELECTRIC SHOW HAZARD, DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION." AT DC DISCONNECTS "PV SYSTEM DC DISCONNECT" 'WARNING: ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED WITH RESPECT TO GROUND DUE TO LEAKAGE PATHS AND/OR GROUND FAULTS" DISPLAY THE FOLLOWING: OPERATING CURRENT, OPERATING VOLTAGE, MAX SYSTEM VOLTAGE, MAX SHORT CIRCUIT CURRENT PHOTOVOLTAIC SYSTEM SUMMARY i STEM SIZE ( 360841* DC j MODULES ( 12)PHONO SOLAR PS*8*1,0„ g.,.1-9, MODULE MAX POWER (P MAX):300W : 4* ©f%31,222-SGUM UNI (21< r:; flf-3: 4 ·-Ne'.* 1 ARRATTIL.t.IBIDEGREES AZIMUTH 163 6EGRFI-_ WN*·rn .,0 1 ELECTRICAL. INFORMATION UTILITY COMPANY. SCE MAIN SERVICE VOLTAGE. 240V SINGLE PHASE 4 MAIN SERVJQE AMPERAGE EXISTING 20',All140*6 MA'Voll BUILDING INFORMATION . >e i 1:3 t'(·ij 14 06%'· OCCUPANCY RESIDENTati O .h'...1 ;* f..1 NUMBER OF FLOORS 1 ,PURM:.• r.1, ROOF INFORMATION (SITE VERIFY) i TYPE COMP SHINGLE -'CAT] O,4. ' 9. .Al.> tk.. , -.-aSHEETINDEX Tl TITLE PLAN GENERAL NOTES PV SYSTEM SUMMARY PV1 PLOT PLAN/ROOF PLAN 4 PV2 RACKING DETAIL PV3 RACKING DETAIL CONT./EQIPMENT. ELEVATION PV4 ELECTRICAL SINGLE LINE DIAGRANI ····'2· 2 -····- pv-C CALCULATIONS PV-C2 WIRE AMPACITIES Pv-NOTES PLACARDS NOTES VICINITY MAP .dr ITYOFS 10.DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE AT THE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. 11. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE WIRE SIZE. FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE. 12. WHENEVER A DISCREPANCY IN QUANTITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING NEW SOLAR ENERGY SYSTEM + INVERTER ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. 13.ALL DOCUMENTS SHALL BE PROVIDED TO THE CUSTOMER WHEN THE PROJECT IS COMPLETED. 9. JUNCTION, PULL AND OUTLET LOCATED BEHIND MODULES SHALL BE SO INSTALLED THAT WIRING CONTAINED IN THEM CAN BE RENDERED ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF MODULE(S) SECURE BY REMOVABLE FASTENERS AND CONNECTED BY A FLEXIBLE WIRING SYSTEM. (NEC 690.34) 10. IN AN UNGROUNDED PHOTOVOLTAIC SYSTEM, THE POWER SOURCE SHALL BE LABELED WITH THE FOLLOWING WARNING AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICE WHERE THE UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: 'WARNING ELECTRIC SHOCK HAZARD. THE CURRENT CIRCUIT CONDUCTORS OF THIS PHOTOVOLTAIC POWER SYSTEM ARE UNGROUNDED BUT MAY BE ENERGIZED WITH RESPECT TO GROUND DUE TO LEAKAGE PATHS AND /OR GROUND FAULTS." (NEC 690.35 (F) ) 11.ALL PHOTOVOLTAIC MODULES AND ASSOCIATED EQUIPMENT AND WIRING MATERIAL SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. ADDITIONAL REQUIREMENTS 1. SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED DISCONNECTING MEANS THAT PREVENTS ANTI-ISLANDING (PARALLEL FEEDING UTILITY LINES DURING POWER OUTAGE) 2.OVERCURRENT PROTECTION FOR BOTH ALTERNATING AND DIRECT CURRENT MUST BE INSTALLED IN THE INVERTER OR FIELD INSTALLED AT THE TIME OF THE INSTALLATION. 3. MAIN SERVICE PANEL MUST HAVE PERMANENT PLAQUE INDICATING A SECOND POWER SOURCE IS INSTALLED, AND A DISCONNECTING MEANS MUST BE FIELD INSTALLED IN ALL UNGROUNDED CONDUCTORS AT THE MAIN SERVICE PANEL AT INVERTER AND NEAR GROUND FAULT INDICATOR "WARNING : ELECTRIC SHOCK HAZARD. IF GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED " 'WARNING : ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION." DISPLAY THE FOLLOWING: OPERATING CURRENT, OPERATING VOLTAGE, MAX SYSTEM VOLTAGE, MAX SHORT CIRCUIT CURRENT. AT JUNCTION BOXES AND COMBINER BOXES 'WARNING: ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THE PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED WITH RESPECT TO GROUND DUE TO LEAKAGE PATHS AND/OR GROUND FAULTS "CAUTION: SOLAR CIRCUIT" CODE SUMMARY THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 NATIONAL ELECTRICAL CODE ALL OTHER ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCIES. THESE PLANS (THIS INSTALLATION) WILL REQUIRE FULL COMPLIANCE WITH THE CALIFORNIA FIRE SOLAR PHOTOVOLTAIC INSTALLATION GUIDELINE. CUSTOMER INFORMATION A SILVIA RUIZ 2226 W BOBBY LN SANTA ANA. CA 92706 PHONE 714-750-3261 -N-- SOU.RP/ENGII€El DATE DRAFTER CHRISTIAN RUIZ TELEPHONE MI€ER DRAWN 602-330-3375 EMAIL ACORESS CHECKED CHRISTIANRUIZiNG@GMAIL I PROECT MANIGER APPROVED TRUE POWER SOLAR PROJECTIA'AGERTELEPROF€ DATE REVISIONS 714-676 8888 PEINT RU/ER JURSIC'nON PLAN CHICKER S.€ET TITLE_PAGE Sc/TWOMAS GUIDE NTS - PAGE: FILENAME T1RUIZ_A. DWG EQUIPMENT LEGEND > ROOF MOUNT SOLAR - MODULES MODEL. PHONO SOLAR PS300P-24/T 300W > JUNCTION BOX THE CALIFORNIA, RESIDENTIAL CODE (CRC) REQUIRES THAT SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE RETROFITTED INTO EXISTING DWELUNG. THE REQUIRED SMOKE ALARMS AND CAR80N MONOXIDE DETECTORS SHALL BE LOCATED AS REQUIRED PER SECTION R314 & R315 WITHIN THE CALIFORNIA RESIDENTIAL CODE (CRC). ALL INTER CONNECTIONS BETWEEN PV PANELS MUST BE PERMANENTLY SECURED AND PROTECTED AGAINST DAMAGE (CEC 300.4) NO LOOSE CONDUCTORS HANGING OVER PANELS. ALL CONNECTIONS BETWEEN STRINGS MUST BE IN METAL CONDUIT PROJECT TEAM TRUE POWER SOLAR-·- -·:.1- 4, TRUE P*WER SUITE 212 451 W LAMBERT, SOLAR BREA, CA·9282i UCLENE) C 898705'91. - - '- . - ', i (B.C46) 'THE SOLAR PHOTOVOLTAIC SYSTEM WILL BE INSTALLED IN ACCORDANCE > P\4-6000-OUTD-S-US WITH THE REQUIREMENTS OF ART. 690 OF THE 2013 CEC."ROOFING MATERIALS DAMAGE BY INSTALLATION MUST BE REPLACED ..1- *- :11.9 PHOTOVOLTAIG SYSTEM SUMMARY > AC DISCONNECT SCE MUST BE NOTIFIED PRIORTO USE AND ACTIVATION OF ANY SOLAR PHOTOVOLTAIC INSTALLATION." ) EXIS-nNG MAIN SERVICE PANEL 200A BUS 200 A MAIN ALL PANELS AND EQUIPMENT SHALL HAVE REQUIRED CLEARANCES, AND BE ACCESSIBLE FOR SERVICE LABELING SHALL BE PER CEC; 690.5(C), 690.7(0 690.9(C), 690.17(4) 690.35(0, 690.64(B) (7) SYSTEM SIZE: l 3600 ) W DC MODULES: 1 12)PHONO SOLAR PS300P-24rr :4 * ... >41> MODULE MAX POWER (P MAX):300W . :1, 71. :...1. 7. RINVERTER PVI-3.6-OUTD-S-US(240) RECOMMENDED MOUNTING SYSTEM:: UNI RACK ARRAY TILT: 18 DEGREES AZIMUTH 163 DEGREES CONDUIT SEGMENTS FROM:J-BOXCONDUIT SEGMENT TO: Pvi-3.6-OUTD-S-US-240 MRE SIZE #10 WIRE TYPE: THWN-2 IMAX OF MRE: 13.51A NUMBER OF CONDUCTORS: 2 CONDUIT SIZE: 0.75"SEECONDUIT TYPE: EMT SIZE OF GROUNDING CONDUCTOR: #8 THWN-2 e CONDUIT SEGMENT FROM: PVI--3.6-OUTD-S-US-240 TO: AC DISCONNECT WIRE SIZE #10 WIRE TYPE: TH¥,IN-2 IMAX OF MRE: 20A NUMBER OF CONDUCTORS: 3 CONDUIT SIZE: 0.75 CONDUIT TYPE: EMT SIZE OF GROUNDING CONDUCTOR: #6 111WN- 2 /7\ CONDUIT SEGMENT PERMEr TYPE: D[ L A-% 68'-6' 8 EREAT RLBG -\TAI 1 2>\ <LITSC« \ BE PAINTED TO MATCH EXISTINGWALL, TRIM OR ROOF. 3' MIN -7\ ELECTRICAL INFORMATION UTILITY COMPANY: SCE 9 0,/abll MAIN SERVICE VOLTAGE: 240V SINGLE PHASE? MAIN SERVICE AMPERAGE· EXISTING 200A BUS-200A MAIN 'y·' •·'···• :'- %'1-·· BUILLDING INFORMATION OCCUPANCY: RESIDENTIAL ' NUMBER OF FLOORS: 1 1 ROOF INFORMATION (SITE VERIFY) W TYPE: COMP SHINbLE .ew -3...P¥: £ T.ERACNEy@Mk'?PHR.BAU: er,b'r--8q#%911124 '27.1 448 iP:cle.·*Aw,ibe@WRA- ©tie€.'·A#M JArL w & ·· ACCEPTED FOR CONSTRUST.?ON _.......... f N t°7.9,m PERPS,78 2.57 3.:·*91:Tro FOR - 1 i ELE(,1--2:ing.tr Pllt-:122.17 :A E..,3·33-ft---':":...,....0% C.J...R,3 9 ' : This st! el plar-3 89.6 ell-Mi,902-'-:-'-; mr.et hi? MU V 22 E ·b at el € 239 2-id it ils Ufdpv,;M te met·:3 853; ri...':.·72.8 )7 : Rk·N?.L.26 On 8830 tr#*63% r.?5483 Forrt:Lk'm fun tho Cily o:[ r.*Ana. · 9*EMT,picmes 01 th 5191 2.2·1 ·92:-i·N:207?Et SHALL NCIT £ be ho ·3 -b fromS no: t·: 2.7. Apsre,al 0-7 Es *,adon 0% a iy : 4 pro'is 0 rs C! AXY Cit',; 0'i-C;na:;ce or State i.=. f 1 -7,3 -162- 24I Accef E j %1. g V /.1 f [Men - 1r. 3' MI A 7'-11" •tx/3 E A :/ FROM: AC DISCONNECT .L-3TO: MAIN SERVICE PANEL ·M\ECH GRA[1 ¥,RE SIZE #10 WIRE TYPE: THWN-2 PERMIT# \-01€ 1 47 3-IMAX OF WIRE: 20ANUMBER OF CONDUCTORS: ; (DCC. CF?C>LIP 12 k.r-,--1 Date 1 Q• 'jed C 23[7tfliff= dCONDUIT SIZE: 0.75"1 1CONDUIT TYPE: EMT 1 X _-0-1 i SIZE OF GROUNDING CONSm. TYPE 6 CONDUCTOR: #6 THWN-2 L/-- : *N 9- 1CODE EDrTIOP·.1. 13-01 drU ( R FLOOD ZONE -1 CUSTOMER INFORMAIION SILVIA RUIZ I All A 2226 W. BOBBY LN FLOOD ZONE CERTIE REQ'D YES /N SANTA ANA. CA 92706 PHONE: 714-750-3261 0 9 0 N / DATE DRAFTERNE MICROFILM CHRISTIAN RUIZ 'rELEPH/42 NUMBER ., DRAWN CAZ-602-330-3375 lE?· CLE<F BARRAll (Q Root EMAIL ADDRESS , CHECKED CHRISTIANRUIZING@GMAILCOM PROJECT 8'ANAGER APPROVED TRUE POWER SOLAR „,ECT MuRGER TELEP„,21 / DATE REVISIONS 714-676·8888 YES / N· YE N E ROOF./ PRDANd win- 1#LL SERVE TO i SCE-·101 DSTEMCT YEW PEFUT RUNWR PANELS ARE TO BE MOUNTED PARALLEL TO AND SIX INCHES ABOVE R ROOF COVERING SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN_Al 1 1HIS CODE AND APPROVED MANUFATURER'S INSTRUCTION SUCH THE ROOF COVERING SH PROTECT THE BUILDING OR STRUCTURE. CBC 1503 THIS SYSTEM IS DESIGNED TO MEET WITH THE REQUIREMENTS OF THE CAL-FIRE SOLAR PHOTOVOLTAIC INSTALLATION GUIDEUNE AND ARTICLE 690 OF 1}lE NATIONAL ELECTRICAL CODE (NEC NFPA 70) JURISDICONPLANCHECKER SHEET: PLOT_PLAb SCLE :™OMASUIDIE NTS - PAGE: FILENAME:ril . - RUIZ A. DWG PROJECT TEAM TRUE POWER SOLAR 451 W LAMBERT, ..........L.*, TRUE POWER SUITE 212 SOLAR BREA, CA 92821 TEL: (714) 676-8888 Classic Composition Mount QMSC (B,C46) LICENCE: CSLB# 970591 PHOTOVOLTAIC SYSTEM SUMMARY 1- -- 37 - RACKING COMPONENTS NOT INCLUDED 6-2 3«/1 1 --- -/- , / ITEM DESCRIPTION QTY.NO. 1 Flashing, 12"x 12"x .050", AL * 1 Base Block, QMSC, Cast Al* 1 Manger Bolt, 5/16" x 6", SS 1 Washer, Sealing, 5/16"ID x 3/4"OD, SS/EPDM 1 Hex Nut, 5/16-18, SS 2 Washer,.296"ID x 7/8"OD x 1/8" Iblelt.EPDM 1 Washer, F,ride}j 5/16"01", SS ' 1 Washerplit*ck, ¥ 16", SS 1 1/ A-- - L i74Ep for ebformince tolstructu*'cal®lations I n 2 3 4 5 6 7 8 SYSTEM SIZE· C 3600 ) W DC MODULES: ( 12)PHONO SOLAR PS300P-24/T .64 W MODULE MAX POWER (P MAX):300W INVERTER PVI-3.6-OUTD-S-US(240) i RECOMMENDED MOUNTING SYSTEM: UNI RACK ARRAY TILT: 18 DEGREES 1.2 91 AZIMUTH: 163 DEGREES ELECTRICAL INFORMATION UTIL}TY COMPANY: SCE P,V: MAIN SERVICE VOLTAGE· 240V SINGLE PHASE MAIN SERVICE AMPERAGE: EXISTING 200A BUS-200 A MAIN 1 BUILDING INFORMATION :lite.. OCCUPANCY: RESIDENTIAL NUMBER OF FLOORS: 1 ROOF INFORMATION (SITE VERIFY) TYPE:COMP SHINGLE i 1; f T#Id 1. 1cheL R.C.E. 67656 SPECIAL NOTES: 4»=«13 L-Wdqkngineering, Inc. LAG SCREW &" DIAMETER 2.5" MIN HOLE EMBED 12'-10 3.0 4'-11 9 «It#\--\j Part No. 304000C, 304000D SolarMount L-Foot ROOF PITCH 18 DEGREES CONCRETE S TILE CUSTOMER INFORMATION SILVIA RUIZ 2" X 4"2226 W. BOBBY LN 24" O.C.PHONE: 714-750-3261 SANTA ANA. CA 92706 RAFTER SPAN 21'-9" Bear'fltl/'-- L-Foot 7 --evrm ted N DATE DRAWN CHECKED APPROVED DATE REVISIONS DRAFTER C /29 1 SOLRF'VENG]NEER CHRISTIAN RUIZ TELEPHONE NUMBER 602-330-3375 IMLADDRESS CHRISTIANRUIZING@GMAIL.COM PROJECT MANAGER TRUE POWER SOLAR PROJECT MAhIAGE R TELEPHONE 714-676-8888 JURISICIONPEAN CHECKER SHEET 1-111-Ill==Ill=ZIll==1 RACKING_DETAIL 1 11:zzl I Izzl l 1-111-l i li SCALE TI«)"SGUIDE NTS PAGE FILENAME PV2RUIZ_A.DWG r .- -11 Eli STANDOFF'S SP/\CINO DETAIL PROJECT TEAM TRUE POWER SOLAR '24 TRUE POWER SUITE 212 451 W LAMBERT. -.,86 SOLAR BREA, CA 92821 .y Tle TEL: (714) 676-8888 LICEICE: CSLB# 970591 SH¢Er)RA244 Ffotman,6 to stfuctucdkncuiations (B,046) PHOTOVOLTAIC SYSTEM::SUMMARY ' STAN D - O.FF'_5 4-/SYSTEM SIZE: C 0600 ) W DC'. P MODULES. ( 12 ) PHONO SOI.AR PS300P-24/T :t..4 248" -AP-ART j -)-MODULE MAX POWER,P MAX).·?COW INVERTER. PVI-3.6-OUTD-S-US(240) RECOMMENDE[D MOUNTING SYSTEM: UNI RACK-\\F 1 1-A /7 AZIMUTH: 163 DEGREES ARRAY TILT: 18 DEGREES IENT DETAIL for C ELECTRICAL INFORMATION a .,i L. ':1 UTILITY COMPANY: SCE*pdcAL. Lacher, R.C.E. 69656 MAI W SERVICE VOLTAGE: 240V SINGLE PHASE MAIN SERVICEAMPERAGE: EXISTING 200A BUS-2C0AMAIN 1001 Engineering, Inc.02!59=9= MODULE 300W BUILDING INFORMATION OCCUPANCY: RESIDENTIAL NUMBER OF FLOORS· 1 ROOF INFORMATION (SITE VERIFY) TYPE: COMP SHINGLE MODULE WEIGHT 46.7 LBS # OF MODULES 12 TOTAL MODULE WEIGHT 560.4 LBS RACK WEIGHT 48.6 LBS TOTAL WEIGHT 609 LBS NUMBER OF MOUNTS 22 AVE. POINT LOADING 23.42 LBS/SQ.FT TOTAL AREA 238.93 SQ.FT LOADING (PSF)2.55 LBS/FT IEN\IT DI APEN L/-\ U 1 KEEP 7" CLEAR OF ANY OBSTRUCTION ABOVE METER EXISTING SERVICE PANEL 200A BUS 200 A MAIN PVI-3.6-OUTD-US AC DISCONNECT 4" CLEARMIN. 4" CLEAR MIN. - -1101 -1- · CUSTOMER INFORMATION SILVIA RUIZ 2225 W. BOBBY LN SANTA ANA. CA 92706 PHONE: 714-750-3261 6'13' MAX 1 4' MIN KEEP Ii. 5''CLEAR FROM - NEAREST GAS LINE DATE DRAFTER DRAWN CAL- CHECKED ARPROVED DATE REVISIONS SO_IRM BolNEER CHRISTIAN RUIZ TELEPHONENUMBER: 602330-3375 EMAILADORES: CHNIS TIANRUIZING@GMA]L.COM PPOJAC,11.'.1.'t TRUE POWER SOLAR PROJECTIAIGERTELEPHONE 714-676-8888 PER.TRUNNER JUISECTIONIANCHECKER SHEET: RACKING_DETAIL EQUIPMENT_ELEVATION §/AIE TIOMAS GUIDE NTS:PAGE: FILENAME;PV3RUIZ_A.DWG -01 A03 RACK -,k O EQUIPMENT SCHEDULE TAG DESCRIPTION 1 SOLAR PV MODULE 2: PV ARRAY 3 J-BOX 4 D.C/AC INVERTER 5 AC DISCONNECT 6 MAIN SERVICE PANEL NOTES PHONO SOLAR PS300P-24/T 300W 12 MODULES DIMENSION 4"X4")<2" PVI-3.6-OUTD-S-US(240) DU221 RB 30A,240VAC, NON-FUSIBLE, 2POLE 200A BUS-200 A MAIN 20 A INV OCPD,120/240V, 1 0 A CONDUIT AND CONDUCTOR SCHEDULE TAG DESCRI;PTION GAUGE # COND. 1 PV-WIRE #10 2 2 THWN-2 (ECG) #8 1 3 TH WN-2 #10 2 4 THWN-2 #10 3 5 BARE COOPER (GEC) #6 1 CONDUIT TYPE CONDUIT SIZE LENGHT FT. % VD N/A N/A 30 0.17 N/A N/A 30 N/A EMT 0.75"100 0.56 EMT 0.75"<10 0.17 N/A N/A 8 N/A PROJECT TEAM TRUE POWER SOLAR 451 W LAMBERT, TRUE POWER SUITE 212 Ik SOLAR BREA, CA 92821 TEL: (714) 676·8888 LICENCE: CSLB# 970591 (B.C46) PHOTOVOLTAIC SYSTEM SUMMARY SYSTEM SIZE- ( 3600 ) W OC MODULES: ( 12) PHONO SOLAR PS300P-24/T MODULE MAX POWER (P MAX).300W INVERTER: PVI-3.6-OUT[)-S-US(240) RECOMMENDED MOUNTING SYSTEM UNI RACK ARRAY TILT: 18 DEGREES AZIMUTH: 163 DEGREES © 1) UTILITY M) 'SERVICE 7 -f 200A BUS NOTE: PV BREAKER200 A MAIN POSITIONED AT THE OPPOSITEEND OF THE MAIN BREAKER. 3/4" co'NDUIT Ii,NOTE: SUM OF THE SERVICE MAIN BREAKERAND BACKFEED BREAKER IS LESS THAT 120% OF SERVICE BUS RATING. /4\ 11 ,®neGGs 6' -3/4··C-1#4 MIN (N) 63*--@ GROUND RODS 6'-0" (2) 3/4- ® x 10' APART TYPICAL 6 MODULES IN SERIES SOURCE CIRCUIT 2-1 n 6 MODULES IN | 1 SERIES SOURCE CIRCUIT ·wl- - 461- - -0.12.1 4 22 f 3/4'· - -- ----CONDUIT ---INVERTER 1 /3\1 -ZE \AC 120V AC 3/4;" Lf \120VAC -CONDUIT NEUTRAL - 1 " ®-12 L---J- -- -El- - - 1-/CONDUIT*_ -- GEC1 /5\ A 12 4 1 -A 20 A ELECTRICAL INFORMATION UTILITY COMPANY. SCE MAIN SERVICE vOLTAGE 240V SINGLE PHASE MAIN SERVICE AMPEF?AGE: !EXISTING 200A BUS- 200 A MAIN BUILDING INFORMATION OCCUPANCY: RESIDENTIAL NUMBER OF FLOORS: 1 ROOF INFORMATION (SITE VERIFY) TYPE: COMP SHINGLE SHEETINDEX Tl TITLE PLAN GENERAL NOTES PV SYSTEM SUMMARY PV1 PLOT PLAN/ROOF PLAN PV2 RACKING DETAIL PV3 RACKING DETAIL CONT/EQIPMENT ELEVATION PV4 ELECTRICAL SINGLE LINE DIAGRAM, PV-C CALCULATIONS PV-C2 WIRE AMPACITIES PV-NOTES PLACARDS NOTES SPECIAL NOTES: CNVERTER ELECTRJCAL. SPECIFIA¢TONS INVERTER BRAND: PVI-3.6-OUTD-US 240 INPUT (DC)] MAC DC POWER 37 MAX INPUT VOLTAGE 60 MPP VOLTAGE RANGE 12 MIN INPUT VOLTAGE 12 MAX INPUT CURRENT IN-A/IN B 16 MAX INPUT CURRENT PER STRING IN-A/IN B 16 NUMBER OF INDEPENDENT MPP INPUTS 2 *mw 04 RATED POWER 36 MAX APPARENT AC POWER 36 AC POWER FREQ. 50 RATED POWER FREQ./GRID VOLTAGE 50 MAX OUTPUT CURRENT 16 POWER FACTOR AT RATED POWER 1 FEED-IN-PHASES/CONNECDON PHASES 1/ NOTE: 1. GROUNDED ELECTRODE CONDUCTOR MUST BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND 50 W THE PANEL (OR INVERTER) IF SMALLER THAN #6 COPPER WIRE (NEC. 250.6413) 0' V 2. GROUNDING ELECTRODE CONDUCTOR WILL BECONTINUOUS, EXCEPT FOR SPLICES OR OV-500V JOINTS AT BUSBAR WITHIN LISTED EQUIPMENT (NEC 250.54 C)0V 3.GROUNDING CONNECTORMUST BE A CONTINUOUS SPLICE DONE WITH AN IRREVERSIBLE COMPRESSION Cl-AMP A MODULCELECIRIC-4- _SPE@El*®NS oow PV MODULE BRAND: PHONO PS300P-24/T OOVA PERFORMANCE UNDER STANDARD TEST CONDITIONS (S -60 HZ MAXIMUM POWER MAX 300 Wi HZ-230V OPEN CIRCUIT VOLTAGE Voc 45.6 V A MAXIMUM POWER POINT VOLTAGE VPP 35.6 V SHORT CIRCUIT CURRENT 'sc 8,65 A 1 MAXIMUM POWER POINT CURRENT IMPP 8.44 A AC DISCONNECT NOTE: DISCONNECT SHOULD BE CONNECTED WITH INVERTER ENERGIZEDOUTPUTAT BOTTOM IF SWITCH SO BLADES WILL BE NOT ENERGIZED WHEN THE SWITCH IS IN OPEN POSITION. TC) DC SYSTEM GND ELECTRODE 3/4" C-1#4 "RACEWAY FOR GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT EACH END" CEC 250.64(E) NOTE: IN EXISTING ELECTRICAL SYSTEMS THAT USE ONLY A WATER PIPING GROUNDING ELECTRODE iSYSTEM, AND ADDITIONAL GROUNDING ELECTRODE (I.E. DRIVEN ROD) SHALL BE PROVIDED (NEC 250.50) N CUSTOMER INFORMATION SILVIARUIZ 2226 W. BOBBY LN SANTA ANA, CA 92706 PHONE: 714-750-3261 DATE DRAFTER DRAWN CHECKED APPROVED DATE REVISIONS 1HOMAS GUIDE NTS FILENAME RUIZ_A.DWG SOLAR P/ENGINEER CHRISTIAN RUIZ lELEPHONE NlailaER 602-330-3375 EMAILADORESS CHRISTIANRUIZING@GMAILCOM PROJECTMANAGER TRUE POWER SOLAR PROJECT MANAGER TELEPHONEt 714-678-8888 PEFal,TRLIKER JURIDICHONMANCHECKER SHEET: SINGLE-LINE PAGE PV4 I & 7 MAXIMUM PV SYSTEM VOLTAGE: EACH MODULE OPEN CIRCUIT VOLTAGE (Voc) = 45.6 V TEMPERATURE CORRECTION FACTOR 1.12 (PER NEC TABLE 690.7) MAXIMUM PV SYSTEM VOLTAGE 1.12 X 45.6 V= 51.07 V DC 51.07 V DC X 6 MODULES= 306.42 VDC TO INVERTER1 INPUT 1 MPPT 1 51.07 V DC X 6 MODULES= 306.42 VDC TO INVERTER1 INPUT 2 MPPT2 PVI-3.6-OUTD-S-US OPERATING WINDOWS FOR BEST MPP TRACKING 120V-530V. MIN INPUTVOLTAGE 120V MAXIMUM PV SYSTEM CURRENT IS CALCULATED IN ACCORDANCE WITH ARTICLE 690.8 MODULE SHORT CIRCUIT CURRENT (ISC) = 8.65 A 1.25 X 8.65 A = 10.81 A 10.8 AX 1.25= 13.51A I MAX FOR WIRE AMPACITY. PVI-3.6-OUTD-S-US MAX INPUT AMPERAGE PER STRING INPUT 16A OCPD IN MAIN PANEL IS = 200 A MAI N THE SERVICE PANEL BUS RATING RATING IS = 200A BUS THE INVERTER1 & 2 OUTPUT CONDUCTOR OCPD IS = 20 A THE SUM OF INVERTER OCPD AND MAIN OCPD = 20 A + 200 A MAIN =220 A PER NEC 690364 (B) (2), THE SUM OF 220 A >PANEL BUS RATING 200A BUS X 1.2 = 240 A IF YES STOP. CALCULATION COMPLETED. PROJECT TEAM TRUE POWER SOLAR 451 W LAMBERT,24 TRUE POWER SUITE 212 A SOLAR BREA CA 92821 iII.TEL· (714,676-8888 LICENCE: CSLB#i970591 (B.C46) PHOTOVOLTAIC}SYSTEM SUMMARY SYSTEM SIZE: ( 3600 ) W DC MODULES. ( 12) PHONO SOLAR PS300P-24/T MODULE MAX POWER (P MAX):300W INVERTER PVI-3 6-OUTD-S-US(240) RECOMMENDED MOUNTING SYSTEM: UNI RACK ARRAY TILT: 18 DEGREES AZIMUTH:163 DEGREES ELECTRICAL INFORMATION UTILITY COMPANY: SCE MAIN SERVICE VOLTAGE· 240V SINGLE PHASE MAIN SERyICE AMPERAGE: EXISTING 200A BUS- 200 A MAIN BUILDiNG INFORMATION OCCUPANCY· RESIDENTIAL NUMBER OF FLOORS: 1 RCOF INFORMATION {SITE VERIFY)! TYPE: COMP SHINGLE SHEETINDEX Tl TITLE PLAN GENERAL NOTES PV SYSTEM SUMMARY PV1 PLOT PLAN/ROCF PLAN PV2 RACKING DErAll PV3 RACKING DETAIL CONT./EQIPMENT ELEVATION PV4 ELECTRICAL SINGLE LINE DIAGRAM pvy¢CALCULATIONS PV-et!WIRE AMPACITIES PV-NOTES PLACARDS NOTES SPECIAL NOTES: CUSTOMER INFORMATION SILVIA RUIZ 2226 W BOBBY LN SANTA ANA, CA 92706 2h. PHONE: 714-750-3261 SOLARIVENINEER DATE DRAFTER CHRISTIAN RUIZ TELEPHONE NuwIBER DRAWN 42- 602.330.3375 CHECKED CHRISTIANRUIZING@GMAIL.COM PROJECTMANAGER APPROVED TRUE POWER SOLAR PROJECTMANCERTELEPHONE DATE REVISIONS 714-676·8888 PERT RUNVER JUR,SOICNONPLANCHECKER SI·*EET: CALCULATIONS SCALE THOMAS GpIDE NTS PACE: FILENAME: RUIZ_ADWG PV-C CONDUCTOR AMPACITY CALCULATIONS 1) PV TO JUNCTION BOX ARRAY 1 COMPOSED OF 2 STRINGS OF 6 MODULES WIRE AMPACITY THERMAL DERATE FACTOR NUMBER OF CONDUCTORS 2010 GEC (310.16)2010 CEC (310.16)2010 CEC (310.15)(B)(2)(a) #10 PV-WIRE, 90 DEGREES C 158 F/ 700 TEMP (3) MAX (40 AMPS) *(0.58) *(1.00) (40 AMPS) * (0.58) * (1) = 23.2A > PV IDESIGN (8.65/\)*(1.25)*(1.25)=(13.51A) THEREFORE CONDUCTOR SIZE OK 2) JUNCTION BOX TO INVERTER 1 WIRE AMPACITY THERMAL DERATE FACTOR NUMBER OF CONDUCTORS 2010 CEC (310.16)2010 CEC (310.15)(B)(2)(c); 310.16 2010 CEC (310.15)(B)(2)(a) #10 THWN-2, 90 DEGREES C 138F/59C ROOF TOP TEMP (3) MAX (40 AMPS) *(0.71) *(1 -00) (40 AMPS) * (0.71) * (1) = 28.4A >= PV IDESIGN (8.65A)*(1.25)*(1.25)=(13.514) THEREFORE CONDUCTOR SIZE OK 3)INVERTER TO AC DISCONNECT WIRE AMPACITY THERMAL DERATE FACTOR NUMBER OF CONDUCTORS 2010 CEC (310.16)2010 CEC (310.16)2010 CEC (310.15)(B)(2)(a) #10 THWN-2, 90 DEGREES C 98F/37C TEMP (3) MAX (40 AMPS) *(0.91) *(1.00) (40 AMPS) * (0.91) * (1.00) = 36.4A > I DESIGN INVERTER OUTPUT (16A)*(1.25)=20A THEREFORE CONDUCTOR SIZE OK 4)AC DISCONNECT TO MAIN SERVICE PANEL WIRE AMPACITY THERMAL DERATE FACTOR NUMBER OF CONDUCTORS 2010 CEC (310.16)2010 CEC (310.16)2010 CEC (310.15)(B)(2)(a) #10 THWN-2, 90 DEGREES C 98F/37C TEMP (3) MAX (40 AMPS) *(0.91) *(1.00) (40 AMPS) * (0.91) * (1.00) = 36.4A >PV IDESIGN INVERTER OUTPUT (16A)*(1.25)=20A THEREFORE CONDUCTOR SIZE OK PROJECT TEAM TRUE POWER SOLAR· 45 1 W LAMBERT, k TRUE POWER ;SUITE 212 SOLAR BREA, CA 92?82; TEL· (714) 676-8888 LICENCE: CSLB# 9Z0591 (9,046) PHOTOVOLTAIC.SYSTEM SUMMARY SYSTEM SIZE: C 3600 )W DC MODULES:1 12) PHONO SOLAR PS300P-24/T MODULE MAX POWER (P MAX):300W INVERTER: PVI-3.6-OUTD-S-US(240) RECOMMENDED MOUNTING SYSTEM: UNI RACK ARRAY TILT: 18 DEGREES AZIMUTH: 163 DEGREES ELECTRICAL INFORMATION UTILITY COMPANY: SCE MAIN SERvICE VOLTAGE: 240V SINGLE PHASE MAIN SERVICE AMPERAGE EXISTING 200A BOS. 200 A MAIN BUILDING INFORMATION OCCUPANCY: RESIDENTIAL NUMBER OF FLOORS 1 ROOF INFORMATION (SITE VERIFY) TYPE: COMP SHINGLE SHEETINDEX Tl TITLE PLAN GENERAL NOTES PV SYSTEM'SUMMARY PV1 PLOT PLAN/ROOF PLAN PV2 RACKING DETAIL PV3 RACKING DETAIL CONT /EQIPMENT ELEVATION PV4 ELECTRICAL SINGLE LINE DIAGRAM PVC CALCULATIONS Pv-¢2 WIRE AMPACITIES PV-NOTES PLACARDS NOTES SPECIAL. NOTES: CUSTOMER INFORMATION SILVIA RUIZ 2226 W. BOBBY LN SANTA ANA, CA 92706 PHONE: 714-750-3261 SOLAR PV ENGINEER:DATE DRAFTER CHRISTIAN RUIZ TELEMCNE NLABER DRAVVN C 90,2-602-330-3375 EMAIL ADDRESS CHECKED CHRIST]ANRUIZING@GMAILgOM APPROVED E POER SOLAR PROJECT MANAGER TELEPHONE DATE REVISIONS 714-676-8888 PEFU.ULRUNi'ER JulasbICTION PLANCHECKER SHEET CALCULATIONS SC/£THOMASGUIDE NTS PMGE FILENAME: RUIZ_A.DWG PV-C N ONLY QUALIFIED PERSONNEL SHOULD INSTALL THIS PHOTOVOLTAIC SYSTEM.PROJECT TEAM1- WARNING 2 1£/-'WARNING '1. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH T .L TRUE POWER SUITE 212 TRUE POWER SOLAR 451 W LAMBERT ELECTRICAL SHOCK HAZARD MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS. A COPY OF 7. SOLAR BREA,CA 92821 ELECTRICAL SHOCK HAZARD THESE INSTRUCTIONS ARE INCLUDED AS PART OF THIS PLAN..1, 1.TEL. (714) 676-8888 LICENCE CSLB# 970591 DO NOT TOUCH TERMINALS.IF A GROUND FAULT IS INDICATED,(B,C46) 2. ALL EQUIPMENT AND WIRING SHALL BE LISTED BY A CALIFORNIA TERMINALS ON BOTH LINE AND NORMALLY GROUNDED CONDUCTORS QUALIFIED RECOGNIZED TESTING AGENCY FOR LOCATION IN ACCORDANCE LOAD SIDE MAY BE ENERGIZED MAY BE UNGROUNDED AND ENERGIZED WITH THE RECOGNIZED STANDARD OR APPROVED BY THE DEPARTMENT OF PHOTOVOLTAIC SYSTEM SUMMARY BUILDING AND SAFETY. IN THE OPEN POSITION -SYSTEM SIZE ( 3600 ) W DC PER NEC 690.5(C)3. USE MINIMUM 6 AWG EQUIPMENT GROUNDING CONDUCTOR (EGC) WHEN IT IS MODULE MAX POWER (P MAX).300W MODULES: ( 12) PHONO SOLAR PS300P-24/T DC VOLTAGE IS ALWAYS PRESENT SUBJECT TO PHYSICAL DAMAGE OR INSTALL ECG IN AN APPROVED RACEWAY.INVERTER: PVI-3 6-OUTD-S US(240) RECOMMENDED MOUNTING SYSTEM UNI RACK WHEN SOLAR MODULES 71 ARRAYTILT: 18 DEGREES4. ALL EXPOSED WIRING SHALL BE SUNLIGHT RESISTANT.AZIMUTH:163 DEGREES-ARE EXPOSED TO SUNLIGHT-_a-PV SYSTEM DC DISCONNECT ELECTRICAL INFORMATION STRING 2 5. ALL WIRING SHALL BE OF COPPER MATERIAL AND KEPT OUTSIDE OF BUILDING.UTILITY COMPANY: SCE PER NEC 690.17(4)OPERATING CURRENT:MAIN SERVICE VOLTAGE. 240V SINGLE PHASE 8.44 A 6. ALL WORKING SPACES AND ACCESS ABOUT ELECTRICAL EQUIPMENT SHALL MAIN SERVICE AMPERAGE· EXISTING 200ABUS-200 AMAIN BE IN COMPLIANCE WITH NEC 110.26 BUILDING INFORMATION OPERATING VOLTAGE:1 35 6 VDC OCCUPANCY RESIDENTIAL PV SYSTEM DC DISCONNECT . - 7. THE INSTALLATION IS ONLY FOR UTILITY INTERACTIVE SYTEMS AS SHOWN IN NUMBER OF FLOORS 1 ROOF INFORMATION (SITE VERIFY) STRING 1 MAXIMUM SYSTEM VOLTAGE:THE SINGLE LINE DIAGRAM.TYPE COMP SHINGLE OPERATING CURRENT: 8 44 A 8. THE MAXIMUM SERVICE RATING SHALL NOT EXCEED 120/240 V, 1.SHEET INDEX SHORT CIRCUIT CURRENT: TITLE PLAN OPERATING VOLTAGE:35 6 VDC F - 10. ALL ELECTRICAL EQUIPMENT INCLUDING THE SERVICE SHALL HAVE A LEGIBLE,GENERAL NOTES PV SYSTEM SUMMARY PV1 PLOT PLAN/ROOF PLANVISIBLE, AND DURABLE MARKING INDICATING THE MANUFACTURER NAME,PV2 RACKING DETAILPER NEC 690.53 CURRENT VOLTAGE FREQUENCY, AND NUMBER OF PHASES. pv RACKING DETAIL CONT,/EQIPMENT ELEVATION MAXIMUM SYSTEM VOLTAGE:3064 VDC PV4 ELECTRICAL SINGLE LINE DIAGRAM PV-C CALCULATIONS 11. EACH INSTALLED EQUIPMENT, WIRING, AND OVER CURRENT PROTECTIVE PV-C2 WIRE AMPACITIES SHORT CIRCUIT CURRENT:8.65 A DEVICE (OCPD), SHALL HAVE SHORT CIRCUIT RATING NOT LESS THAN THE PV-NOTES PLACARDS NOTES- PHOTOVOLTAIC AC DISCONNECT AVAILABLE SHORT CIRCUIT CURRENT AT THEIR INPUT TERMINALS. MAXIMUM AC OPERATING CURRENT:20 A 13. THE TOTAL NUMBER OF ENERGIZED CIRCUIT CONDUCTORS EITHER BUNDLED SPECIAL NOTES PER NEC 690.53 - TOGETHER FOR MORE THAN 24 INCHES, INSTALLED IN A CONDUIT OR IN A LABELING ON DISCONNECTS, MAXIMUM AC OPERATING VOLTAGE:240 V A CABLE SHALL NOT EXCEED THREE EXCEPT FROM TRANSITION BOX TO INVERTERS AND SERVICE PANELS .4/61'- _==a--INVERTER WITH NO INTERVENING COMBINER BOX, THE NUMBER SHALL NOT WILL BE MADE OF AN ENGRAVED, EXCEED.PLASTIC MATERIAL AND BE<\RN I NG PER IFC 609.14(C)(2)PERMANENTLY ATTACHED TO ITS 14. THE MODULES SHALL BE MADE OF EITHER CRYSTALLINE OR MULTI ELECTRICAL SHOCK HAZARD WARNING .CRYSTALLINE SILICON MAI ERIAL. RESPECTIVE DEVICE. ALL LABELING SHALL BE RED BACKGROUND WITH DO NOT TOUCH TERMINALS.INVERTER OUTPUT CONNECTION 15. THE MODULES SHALL BE ROOF OR GROUND MOUNTED.WHITE LETTERING. UNLESS OTHERWISE SPECIFIED, THE LABELING TERMINALS ON BOTH LINE AND , DO NOT RELOCATE THIS 16. THE MODULE RATINGS SHALL BE BASED ON SOLAR IRRADIANCE STANDARD SHOULD BE 3/8" HIGH, ALL CAPITAL LOAD SIDE MAY BE ENERGIZED , OVERCURRENT DEVICE TEST CONDITION (STC) OF 1000 w/m2.LETTERS, ARIEL OR SIMILAR FONT, IN THE OPEN POSITION NON-BOLD. ALL LABELING SHALL BE 17. SIGN SHALL BE POSTED ADJACENT TO EACH PV DISCONNECT AND INVERTER ATTACHED DIRECTLY TO THOSE PER IFC 609.17(4)PER IFC 609.64(D)(7)TO INDICATE "PHOTOVOLTAIC SYSTEM"PIECES OF EQUIPMENT. LABELING MAIN SERVICE DISCONNECT FOR CIRCUIT BREAKERS SHALL BE 18.IN ONE OR TWO-FAMILY DWELLING, LIVE PARTS IN PV SOURCE CIRCUITS AND PLACED DIRECTLY NEXT TO THE MAIN PV SYSTEM 1 A. VERBAGE: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED PV OUTPUT CIRCUITS OVER 150 VOLTS TO GROUND SHALL NOT BE CIRCUIT BREAKER. B. FORMAT: AC DISCONNECT (1) WHITE LETTERING ON THE RED BACKGROUND 20. REMOVAL OF INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT CUSTOMER INFORMATION DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING SILVIA RUIZ(2) MIN. 3/8 INCHES LETTER HIGHT ELECTRODE CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT 2226 W BOBBY LN PER 605.14.(C)(2), IFC 605.11.1,(3) ALL LETTERS SHOULD BE CAPITALIZED GROUNDED CONDUCTOR.SANTA ANA, CA 92706 (4) ARIAL OR SIMILAR FONT, NON -BOLD PHONE 714-750-3261 306 4 VDC | 8.65 A NEC 690.11.1.4, NEC 690.15 & NEC 690.53 PHOTOVOLTAIC DC DISCONNECT PER 605.11.1, IFC 605.11.14, NEC 690.15 & NEC 690.14 (C)(2) N PLACEMENT: MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKIN SHALL BE PLACED EVERY 10', AT TERNS AND ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL DC COMBINER AND JUNCTION BOXES. VERBAGE: CAUTION: SOLAR CIRCUIT 21. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MUST BE INSTALLED PER 2010 CA RESIDENTIAL CODE AND VERIFIED PRIOR FINAL INSPECTION APPROVAL.DRAWN 22.AT THE EXISTING ELECTRICAL SERVICE A PERMANENT WEATHERPROOF CHECKED PLACARD THAT STATES THE FOLLOWING: THIS ELECTRICAL SERVICE IS ALSO SERVED APPROVE[ rBY A PHOTOVOLTAIC POWER SOURCE. THE ELECTRICAL SERVICE DISCONNECT IS 1 OF 2 DATE FERVICE DISCONNECTS 23. AT THE NEW PHOTOVOLTAIC AC SUPPLY DISCONNECT TI IAT IS MOUNTED ADJACENT TO THE EXISTING ELECTRICAL SERVICE PLEASE PROVIDE A PERMANENT WEATHERPROOF PLACARD THAT STATES THE FOLLOWING: THIS IS THE PHOTOVOLTAIC ELECTRICAL DISCONNECT. THIS DISCONNECT IS 2 OF 2 SERVICE DISCONNECTS.SCkE (REQUIRED BY ARTICLE 690) 1 FILENAME SOLARAVENGINEER DATE DRAFTER CHRISTIAN RUIZ TELEPHONENUMBER 602-330-3375 EMAIL ADDRESS CHRISTIANRUIZING@GMAIL COM POJECT INGE ) TRUE POWER SOLAR PRO.ECTMFIGER TELEPHOTE LEVISIONS 7 14-676-8888 PERT RU#ER JURIECTION PLANClEC*MR SI·EET PLACARDS_NOTES Tl/MAS GUIDE ITS PAGE· RUIZ A. DWG PV-NOTES PLOI PLAN BOBBY *-9/. p\L-- (12) PHONO SOLAR PS300P-24/T P\L 1\(1) INVERTER 1 -PVI-3.6-OUTD-S-US 240 17 -3 (1) SOLAR AC DISCONNECT EXISTING ELECTRICAL SERVICE PANEL 200A BUS - 200A MAIN !. £ 1 . 44 jt--j 1, L_fj J n L/70-5 1 1096 l \Lf» Phono®Solar SHARE THE SUN, POWER THE FUTURE! T SERIES POLY CRYSTALLII\IE MODULE..u PS280-300P-24/7/. 9 1,9 :, ageL High Performance Solar Panels Pliono Solar's 260-300 Poly Series is a robust 72 cell PV panel designed for on-grid residential and commercial applications. Quality control measures and strict factory testing ensure that Phono Solar panels exceed customers expectations. Phono Solar Advantages 1,istory Phono Solar has been producing PV Modules since 2004. As part of the Sumec Group and the Sinomach family of businesses, Phono Solar is backed by parent companies with 15 Billion USD in annual sales revenue. 1 --Ul Financial Strength As part of the Sumec and Sinomach family of companies, Sumec has the financjal support of two of the oldest, most profitable companies in Asia. This is critical when considering that a PV module is meant to last at least 25-years. Customers can be assured Phono Solar will be around to honor its warranty commitment. Quality Products at an Excellent Price Phono Solar modules carry a STC/PTCof 91% and module efficiency of 14.8%. This puts Phono Solar at the top of the CEC approved suppliers list Higher efficiency modules lead to higher potential rebates. Phono Solar helps the customer maximize their system productivity. HEOI· 0-+3% Positive Power Tolerance Perforrnance Excellent PTC ratings, efficient manufacturing facilities and industry-leading quality controls makes Phono Solar's modules the right choice for any installation, Additionally, Phono Solar PV modules carry a 25-year performance guarantee. Capacity In relatively short time, Phono Solar has become one of the top exporters in the Solar Industry. Phono Solar's three production facilities will produce more than 500MW of PV Modules in 2011. Warranty Conditions --. • 10-year product warranty •Product certification to IEC 61215 (ed. 2) • 25-year performance guarantee •Protection class Il / IEC (90% up to 10 years, 80%61730 up to 25 years) •CE conformity North American Focus •Product certification to UL With a North American sales office and Southern California based distribution 1703 center, we offer logistical expertise for all regions within the US. Customers are supported by a team of dedicated industry professionals that value strategic •CEC (California Energy business relationships and strive to maintain long- term partnerships.Commission) • Class C Fire rating • FESC (Florida Solar Energy Center) PV Module Certification Program Registered www.PhonoSolarUSA.com P.HONG SOLAR Nop: 1 H AMERICA SS-PS280-30OP-24/T . 1 T SERIES POLY 6 MECHANICAL CHARACTERISTCS ABSOLUTE MAXIMUM RATING Poly prystal 'Si 156 mm * 156 mmSolar Cells square, 6 x 12 pieces iii series Length: 77.0 inch (1,956 mm) Dimension Width: 39.1 inch (992 mrn) Height: 1.8 inch (45 mm) Weight 50.7 lbs (23 kg) Front Glass 3.2 mm toughened glass Frame anodized aluminium alloy Cable 9.torn wire (0 4mrrd Diodes 6 piecesschottky by-pass diodes Junction Box IP 65 rated Parameter Operating Temperature Typical Application Hail Diametef @ 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 'C 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) Model Rated Power (PMPP) Tolerance Rated Current Rated Voltage Short.Circuit Current Open Circuit Voltage Module (IMPP)APP (Iso)(U..1 Efficiency (%) PS280P-24/T 280; W +3%7.96A PS290P-24/T 290 W +3%8.20A PS300P-24/T 300 W +3%8.44 A NOCT (Nominal Operation Cell Temperature): 45°C + 2°C 35.2 V 8.35A 44.8 V 35.4 V 8.50 A 45.2 V 35.6V 8.65A 45.6 V Voltage Temperature Coefficient: -0.35% / K Current Temperature Coefficient:0.05% f K power Temperature Coefficient: -0.48% / K 14.43 14.95 15.46 PACKING INFORMATION CERTIFICATION Container Pieces Per Pallet Pallets Per Container Pieces Per Container 40' HQ 22 C€(VLusi22 484 a % TORhalld S£2; = /10-YEAR'M 1-V CURVE DIMENSION 942 99/ 90 715 80M,#2 270 3 1 4 11 1 2 11 6.0 216 5 A 1 11 1 1 11 I6004*m2 \6 1 I 4.8 \162 40DA4m2 \\ £ 3.0 * ' 108 200·Mm2 \\1 1 LL_-_] j ill j, 209;1/1- 10.0 f.0 6 10 15 26 25 30 36 40 45 R 1 3 pv CYCLE L.Voltage M 1 H Partner Information Note: This publication summarizes produe warratily and spedfications, which are subjetted to dhange without notice, Additional infwmation may be fou® on we6 site: www.phobosclar.com 1 Defined as standard deviam,nof,housatids measurements Absolub. power values depend on ihemeasurng system. They can differ by 4- 5?+ froli, ore Ineasunng system toarlother 2, leasure,nent conoiLins urlder,rladiance tedel of Standard Test ConditicnsiSTS) 1300)WM A,r ,nass 1 5 Spectrum cell temBerature of 25 C i 0 r A A . ; AURORA j. 4 AURORA UNO #he |EbmmQ,n residential inverter is the ideal size for an average-sized family home. This family of sih6le=phase string inverter complements the typical number of rooftop solar panels,allowing home-ownersto get the mostefficientenergy harvesting forthe sizeof he property. This rugged outdoor inverter has been designed as a completely sealed unit to Withstand the harshest environmental conditions. ¥ * 'P / 3 One of the key benefits of the Uno family of inverters is the dual input section to process two strings with independent MPPT especially useful for rooftop installations with two different orientations (ie East and West).The high speed MPPT offers real-time power tracking 1* and improved energy harvesting. The transformerless operation gives the highest efficiency of up to 97.096. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. Features ' It™.2,3 0 • Single Phase 208/240/277 Vac • Dual input section to process two strings with independent MPPT, optimize energy harvesting from ' multiple arrays oriented in different directions • Widest input range in industry • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • High efficiencies deliver more energy. Flat efficiency curves to ensure consistent and stable performance across the whole input voltage and output power range • Transformerless operation for highest efficiency • 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 AURORA UNO W Ir.G«. . STANDARD VERSION -SVERSION BLOCK DIAGRAM OF SINGLE PHASE INVERTER MPPT 1 INVERTER (DC/Do BULK CAPS (DC/AC) IN 1.2(+3 1,11(+1 $ IN1 IN1 j UNE GRID PARALLEL FILIER RELAYIN1.1(-} INt.2(-1 1 T MPPT 2 (OC/DC) IN2(0 1 IN2 ' IN2 IN2 1 RESIDUAL CURRENT DETECTION IN 1.1(-)IN2(-)-6. i RS485 i i DC'AC IN} 2(-1 DSP CONTR ]1 DSPcoNT< REMOTE CONTROL. EGEZZI.10+R LARM CONTROL CIRCUIT EFFICIENCY PVI-3.6-OUTD 97 92 91 = 1 98. 97. 8/m ---- PVI-4.2-OUTD Efficiency 100% !-200}Id. 1-.-3.Vdc Il-48/Vdc 0%20% - 474 5 6096 - 80% - EFFICIENCY PVI-4.2-OUTD 93 92 95% 90% 85% 8096 - 75%95,€ 7096 95,; 65% 100.94'E 5596 E 94,' 50% 2 9445% 3 93,¢ 419/HES'·93,; 92,E ---200'dc ---340 Vdk ---480'* ,J,/92., 15% 10% 5% 215 250 300 345 400 480 04 30'.4096 504 6096 7096 80.9(4 lCD96 MPPT Voltage IVI % 0 Nat«IOutpu, Powir AURORA UNO -- TIFir.TEr:r[i-1723 VI-3.0-OUTD-U-¥3 EK-I-ilf.oyiI,Y-IltitPVI-4.2-OUTD-U!2 Rated DC Power · 3120Wp 3750Wp 4380 Wp Rated InputVoltage .:.0/9/kielot1,9/Wili 360V Operating Input Voltage Range 0.7 x Vstart - 580 v'l 1Activation Voltage'Vstart" 3, rE#M 200 V (adj. 120-350V)200 V (adj. 120-350V)200 V (adj. 120-350 V) *taximum Absolute Input Voltage (Input OVThreshold)-1 600V [No. of Independent MPPTTrackers ,...=-.---=AA 2 »lo. of DC Inputs =till=2 pairs (Standard Version) or 1 pairs (-S Version) for each MPPTiMaximum DC Rated Currentfor-thililminellilUdWAiEM 20.0 A *laximum DC Currenteach MIPT 2£:.. j. 11 10.0 A 16.0 A *tax. Input Power, each MPPT ....li 2000W 3000 W 3000W binput Voltage Range for Power Operation -530V 120-530V 140-530V61,ith Parallel Configuration of MPPT Anput Voltage Range for Power Operationl 200 -530 V (@2000 W) / 120 - 530 V 190-530 V (@3000 W) / 90 -530 V 190-530 V(@3000W)/90-530V (@1120 W)(@750W)(@1380W) INPUT PARAMETERS 160 DC Connections IRTHili/73:inigill'llill'll'll'll'll'll'. Reverse Polarity Protection 2161 ,Maximum DC Overcurrent Protection a. ./Alli#hill"I 12.5 A IDC SideVaristor - ·dit|WA]lawable Array Ground Reference t,fl ·PV Array Isolation Control .1111' DC Switch (-5 SuffixVersion Only) AC Grid Connection Rated AC Power :.24'21/////////////8 3000W Maximum ACPower <'1' 4 3000V 3300V Rated AC Voltage 208V 240 V Maximum AC Voltage Range 183-228V 211-264V Rated AC Frequency 60 Hz AMaximum AC Line Current :,n.,14.5A 14.5 A ; Power Factor >0.99 .AC Current Distorsion (™D)<2% AC Connection miclim;,Lanmwillil.li.././..../..... Screw Terminal Block 3 Knock-Outs:1 92" or 1 " (wl ring red.) Yes 20.0 A 4 (2 for each MPPT) Floating Array Only - Ground Reference not Allowed GFDIQ) 600V/ 25 A -WIrlinlitler/'ll/"17Hplimilliwie'll'Imannill//Sir'Flill'REE:ill Single Phase / Split Phase 3600W 4200W 3300V 3600W 4000W 4000W 4200W 4600W 4600W 277V 208 V 240 V 277V 208 V 240 V 277V 244-304 V 183-228V 211-264V 244-304V 183-228 V 211-264V 244-304V 60 Hz 60 Hz 12.0A 17.2 A 16.0 A 16.0 A 20.0 A 20.0 A 20.0 A > 0.99 >0.99 <2%<2% Screw Terminal Block 3 Knock-Outs: 1 lh"or 1 "(w/ring reducer) AC Side Varistor Maximum AC Overcurrent Protection 1 20.0 A 20.0 A 15.0 A -Antllslandn-Protection According to UL 1 741/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%96.0% ENVIRONMENTAL PARAMETERS Cooling 2 (L-N/L-PE) 25.0 A 20.0 A 20.0 A According to UL 1 741/IEE1547 97.0% 96.0%96.0%96.0% Natural Cooling ;AmbientTemperature Range Operating Altitude Acustical Noise Environmental Protection Rating Relative Humidity MECHANICAL Dimensions (H xW x D) Weight Stand -By Consuption Feed In Power Threshold Night Time Consumption .il Isolation Level . Display .11- Communication AVAILABLEPRODUCTVARIANTS Standard - No Options With DC Switch -25/+60°C (-13/+140°F)-25/+60°C (-13/+14,8 with derating above 55°C (131°F)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 M Version) <8W 20.0 W < 0.3 W NONE due Transformerless Topology Alphanumeric-2 Lines RS 485 Wireless (Optional, AURORA® PVt-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 SOLARMOUNT Technical Datasheets :1: UNI RAC A HILT GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C 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 1/1"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one 91" 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 - 100 b x C.12 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 Washer' Bottom <iut (hidden..:50Up Clip f no Beam Bolt SOLARMOUNT Technical Datasheets :i: UNIRAC A HILTI GROUP COMPANY . 0 SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 3021050,3021060 Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac 1/1,1-20 T-bolt and one 1/1"-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 Applied Load Average Allowable Safety Design Resistance 1.00 D15¥ANCE - I.Direction Ultimate Load Factor,Load Factor,ITWEEN MOOLLES [AP lbs (N)lbs (N) FS lbs (N) ® T Tension, Y+2020 (8987)891 (3963) 2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 Y Sliding, X*1194 (5312)490 (2179)2.44 741 (3295)0.620A - -X Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001 C, 302002C, 302002D, 302003C, 302003D, 302004C, 302004D, 302005C, 302005D, 302006C, 3020060,3020070,302008C, 3020080, 302009C, 3020099,302010C, 3020110,302012C jind C / Serrated Flange Nut Bea -X Y 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 51"-20 T-bolt and one W'-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam 15 - MID,MLIM i . W. .1 1.}Ge 1VA•JES 1 7- 1MOJ<Ss n · Dimensions specified in inches unless noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N)FS lbs (N) O Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 Transverse, Zi 63 (279)14 (61)4.58 21 (92)0.330 Sliding, Xi 142 (630)52 (231)2.72 79 (349)0.555 :lamp a 1 1AllnAr SOLARMOUNT Technical Datasheets UIVI KAL A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Beat· Y L-Foot material: One of the following extruded aluminum alloys: 6005- T5,6105-T5,6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized L-Foot weight: varies based on height: -0.215 lbs (989) 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 NOTE: Loads are given for the L-Foot to beam connection only; be -X sure to check load limits for standoff, lag screw, or other attachment method 101 SK SLOT FOR - 4 11 - 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) 0 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 , i ' , 1' 91 - ·' r.. &-Ilt- -41. p·J'%57 44 e SOLARMOUN¥ Technical Datasheets :i: UNI RAC A HI[Il GROUP COMINAY L 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 in2 0.676 1.059 Section Modulus OGAxis)in3 0.353 0.898 Section Modulus (Y-Axis) inS 0.113 0.221 Moment of Inertia (X-Axis) ir,4 0.464 1.450 Moment of Inertia CAAxis) in4 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.1170 Radius of Gyfation (Y-Axis) in 0.254 0.502 SLOT FOR T.BOLT OR o- 1.728- SLOT FOR T-BOLT OR -* HEX HEAD SCREW 17 Fl 1 14" HEX HEAD SCREW I \,,2X SLOT FOR -1 Ln rl.SLOT FORBOTTOM CLIP %1fll:- 2,500 BOTTOM CLIP | -T 1.316 SLOT FOR34" HEX BOLT-' 34, HEX BOLTSLOT FOR .387 -•- - .750 - Y YI A A 3.COO 1.385 0- 1.207 - - 1.875 - -X -X SolarMount Beam SolarMount HD Beam Dimensions specified in'inches unless noted 9....=//I„...d inc irmirTI:DAI ENKINCED< January 13, 2014 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87.102-1545 TEL: (505) 242-641 r FAX: (505) 242-6412 40.44 151 37 I 5,04 + .al ni; 11 1 . No. Si876, ¢5-1/ Ex74¥4 5" 44®074%32,9- 2.. OF CAUL.4 Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Compliant Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Compliant Installation Manual 227.3" published January 2014 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. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-05 and ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association This letter certifies that the structural calculations contained within UniRac's "SolarMount Code-Compliant Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sincerely, i Paul Zacher, SE - President 8137 Sunset Avenue. Suite 120 • Fok Ooks, (A 95628 • 916 961.3960 • 916.961.39651 · WWW.Fli.COM -- 4- 00 ·4 SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC= 1 Nib Top . mounting 0 clamps Module T-bolt W 63./?*2:217'ff#tis Intertek Conforms to UL Standard 467 6-4 UGC-1 j·*4 1 1 - 10174*/ Figure 26. Slide UGC- 1 grounding dip into top mounting slot of rail. Torque modules inplace on top of clip. Nibs will penetrate rail anod- ization and create groundingpath through rail (see Fig. 3,£ reverse side). 3616?Moofit®rail Cony'type) WEEBLug Figure 27. Insertabolt in the WEEBLug aluminum rad or through the clearance hole in die stainless steel flat wacher. Place the stainless steel flat washer on die bolt, oriented so the dimples will contact the aluminum rail. Place thelugportion 1 on the bolt and stainless steelflat '{ washer. Install st·ainless steelflat washer, lock washer and nur. Tighten the nut until the dimp/es are completely embedded Into the rail and lug- 77ze embedded dunples make Stainless Steel Flat a gas-tight mechanical connection Washer (WEEB)and ensure good eleco-ical connection between the aluminum rail amd the -d 4% lug through the WEEB.-€244-6.*" ..=·¢51%11® rei Clips and lugs are sold separately.'type) 1 Figure 28. UGC-1 layoutforeven and odd number of modules in row. '0(" denotes places to install UGC-1. tam Even Number OfModules m row E OddNumber·ofModules in row "UNIRAC... .. A HILII GROUP COMPANY Pub 110617-2cc June 2011 © 2011 by Unirac. Inc. All righcs reserved. FLANGE NUT END CLAMP 622 -TOP MOUNTING FLANGE NUT CLAMP / MID CLAMP T-BOLT- e e UGC-1 T-BOLT SOLAR MOUNT ___2<2 RAIL T-BOLT UGC-1 CUp - RAIL Uul 000 U Al -RAC00 Installation Detail ©2008 UNIRAC, INC. 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA PHONE 505.242.6411 UNIRAC.COM URASSY-0006 SolarMount Rail Top Mounting Clamp Universal Grounding Clips 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT d. 02-4 eD- 1" <}- 6105-T5 ALUMINUM X 1 " J -- r- -----® U U 11°°° 41 Al _ RACC00 SolarMounUSunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE I ALBUQUERQUE, NM 87102 USA Serrated ! PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 eUN\RAC Unirac Code-Compliant Installation Manual SolarMount Part IL Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology Theprocedure 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 yourlocal building official. 2. Obtain the Design Wind Load, p,jet. See Part I (Procedure to Determine the Design Wind Load) for more infofmation 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 packing systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, alocal 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 strueturemust be capable of supporting. Step 1: Determine the Total Design Load Figure 3. Rail span andfooting spacing are interchangeable. / The 7btal 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 Loadl, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the DeadLoad (psf). Both Uplift ahd Downforce Wind Loads calculated in Step 9 ofPart 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;t:he following equations or Table 7. P;(#99 - 1.OD + 1.Dsl (doWnforce case 1) P (AO = 1.019 + 1.Ophet (downforce case 2) P 00€0 = 1.OD + 0.7491 + 0.75pha (downforce case 3) P (psf) = 0.6D + 1.Opnet tuplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) (Positivefor downforce, negative for uplift) The maximum Dead Load·, D (Dsf), is S psfbased on market research and int€rnal data. 1 Snow Load Reduction - The snow load can be.reduced according to Chapter 7 of ASCE 7-05. The reduction is a function ofthe roof slope, Exposure Factor, Importance Factor and Thermal.Factof. Please refer to Chapter 7 of ASCE 7-05 for more information. B r' en 9 4 0ot 4 -\ P.. Note: Modules must be centered symmetrically on the rails (+/- 29, as shown in Figure 3. 10 SolarMount Unirac Code-Compliant Installation Manual :1:UNIRAC Table 7. ASCE 7 ASD Load Combinations Description VariaWe Dow.force Case 1 P'i 24,15.11£RI.G&4 . -4 Downib,ke Case 3 unksi08-'tf h - . .180[ij#H*112445 Dead Load Snow Load Design Wind Load Total Design Load D 1.0 x S 1.0 X + Pnet P 'i'-px:*A.·2;-1 1../.':/07.'t St h*vrligg 015·x +. *42_12-,4 0.75 x + *.. fl' 4,1, 1,4 AL, I.* 3 '.,1 41-64,3?*12:.i, »7'.t f...4,1 th32%1(%9417.t {?14 i fy'?5 , 5. psf psi 1.0 X -psf psf Note: Table to be filled out or atiached for evaluation. Step 2: Determine the Distributed Load on the rail w CpU) Detefmine the Distributed Load. w (pIf),by r[ultiplyingtl'le module length, B (ft), by the Total Design Load, P (>,st) and dividing by two. Use the maximum absolute value of ihe three downforce casesand the Uplift Case. We assume each module is supported by two rails. w =PB/2 w = Distributed Load (pounds per linearfoot, pif) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square,foot psf) Table i8. L-Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty Step 3: Determine Rail Span/L-Foot Spacing Using the distributed load, w, from Part II, Step 2, look up the aUowable spans, L, for each Unirac rail type, SolarMount (SM) ahd SolarMount Heavy Duty (HD);. The L-Foot SolarMount Series Rail Span Tableuses a single L-foot connection to the roof, wall or stand-off. Please refer to the Part III fur more installation information. Span Distributed Load (pouridsmneor tbbil m) 20 25 30 40 50 60 80 100 120 14 2 SM SM 2.5 SM SM 3 SM SM 3.5 SM SM 4 SM SM 4.5 SM SM 5 SM SM 5.5 SMr SM 6 'SM SM 6.5 SM SM 7 SM SM 75 SM SM 8 SM SM 8.5 SM SM 9 SM SM 95 SM SM 10 SM SM 0 160 180 200 220 240 260 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM 0[1® 0 [XI0 ' SM SM SM SM SM SM SM SM SM HE) HB · [ME ·.I [M®· + [12*CZ SM SM SM SM SM SM SM SM FID HD He 14 0 SM SM SM SM SM SM SM A0 He HB He SM SM SM SM SM SM H0 HB SM SM SM SM SM SM H0 HB H0 SM SM SM SM SM He HE) lip SM SM SM SM SM HB HD SM SM SM SM SM H0 He 9 SMl SM SM SM HB He . SM SM SM SM He HD? SM 94 -91 SM 140 - t#0' SM SM SM H0 HD SM SM HO' HD I HE) SM SM |. **i• HDre:*121 SM [*ffb- -,i •HIp':'··thlp ' 'HD 10.5 SM SM SM I +ID +16 948 11 SM _ SM _1- UD-- HD HD HE) It.5 SM 4 HD AD HD HD HI) I 2 SM HD HD HD ' FID FID P./ 11 #UNIRAC Unirac Code-Compliant Installation Manual SolarM0unt 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 responsibilityto verify that the building structure is strong enough to support the point load forces. Table 10. Downfofce 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 Bbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Poiht Load, R (lbs) on the roof structure. The Down/btce, Point Load. R (lbs), is determined by multiplying the Total Design Load, P (p€O (Step 1) by the Rail Span, L (#) (Step 3) and the Module Length Perpendicular to the Rails, B (#) divided by two. R (lbs) = PLBn R =Point Load (lbs) P = Total Design Load (psD L = Rail Span'(ft) B = Module Length Perpendicular to Rails (ft) 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 [ x ft x ft Step 4 El lbs P.X. 12 SolarMount Unirac Code-Compliant Installation Manual :PUNIRAC 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 fails: B x ft Rail Span: L x ft Step 4 11 Uplift Point Load: R lbs Table 12. Lag pull-out (withdr·awal) capacities (lbs) Specific gravity Douglas Fir, Larch Douglas Fin South Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fin Redwood (close grain) Hem, Fir (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) in typical roof lumber (ASD) Lag screw specifications t'16' shalt* per inch thread depth 0.50 266 0.46 235 0.46 235 0.43 212 0.46 235 0.55 Thread 307 depth 0.42 205 0.50 266 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) by the withdrawal capacity in the 2nd column of Table 12. This results in inches of 5/16 lagbolt embedded thread depth needed to counteract the upliftforce. If other than lag bolt is used (as with a concrete or steel), consult fastener mfr 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. Sources:American Wood Council, NDS ZOOS,Toble 11.24 1 1.3.2A. Notes: f/) Thread must be embedded in the side grain of a; ratter or other structurd member integral with the building structure. (2) Lag bolts must be located in the middle third of-the, structural member. (3) These values ore not valid for wet service. (4) This table does notinclude shear capacities. Ifnecessary, contact a local engineer to specifiy lag bolt size with regard to sheor forces. 65) insta# lag bolts with head andwasher Bush to surface (no gap). Do not over-torque. (6) Withdmwal design values for lag screw connections shall be: multiplied by applicable adjustment factors if necessary. See Table 10.3. I in the Americon Wood Coundl NDS for Wood Construction. ;'Use flat washers with /ag screws. . P.ge 13 Classic Composition Mount I QMSC 12.0 -RACKING COMPONENTS! 1?I 11 - & ir NOT INCLUDED 60 ---AA- 12.0 * 2.5 »' NO. 11 EM DESCRIPTION QTY. [1 1.3 1 Flashing, 12" x 12" x .050", AL * 1 2 Base Block, QMSC, Cast Al* 1 3 . Hanger 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 t 4 Quick Mount PV TITLE: 3.0 QMSC: Classic Compostion Mount *Available in mill. clear anodized. and dark bronze anodized finsihes. PROnIETARY AND CONFIDENn. THEINFORMATION CONTAINEDIN THI ORAWING IS THE SOLE PROPERTY OF QUICK MOUNT PV, ANY REPRODUCTION IN PART OR AS DO NOT SCALE DRAWING A WHOLE WITHOUT THE WRIEN PERMISSION OF QUICK M OUNT PV 15 PROHIBITED 1 1 5 4 3 Laa Dull-out (withdrawal) caoacities (lbs) in tvoical lumber: Lag Bolt Specifications UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL 11/16 ONE PLACE DECIMAL 4.1 TWO PLACE DECIMAL i.01 2 SIZE DRAWN BY:JDA REV A DATE: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 FiG South 46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher).46 705 235 Hem. Fir .43 636 212 Hern, 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 after 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. uick Mount PV® 4IET,Trgaui 4 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 for and should NOT be used to anchor fall protection eq_lipment. 1 3 Locate, choose, and mark centers of rafters to be Carefully lift composition roofshinglewith 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 mourit flush with Quick Mounts will be placed.front edge of shingle course. Mark center for drilli ng. A 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 mountasa drill guide.block into hole and drive hanger boll into after, tjghtening to a solid snug fit. * You are now ready for the rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing 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. 1 Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware, securethe rack of your * It is not necessary oradvisable to use rails 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