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PMT14-00880 City of Menifee Permit No.: PMT14-00880 29714 HAUN RD. Type: Residential Electrical �ACCELA> MENIFEE, CA 92586 MENIFEE Date Issued: 05/29/2014 PERMIT Site Address: 27660 LANHAM ST, MENIFEE, CA 92584 Parcel Number: 360-581-011 Construction Cost: $18,000.00 Existing Use: Proposed Use: Description of INSTALL RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM 10 MODULES 1 INVERTER 2.7 KW Work: Owner Contractor DAVID BERGQUIST FIDELITY HOME ENERGY INC 27660 LANHAM ST 8445 CAMINO SANTA FE 104 MENIFEE, CA 92584 SAN DIEGO, CA 92121 Applicant Phone: 8582106209 MARK KRAVCHAK License Number: 790709 FIDELITY HOME ENERGY INC 8445 CAMINO SANTA FE 104 SAN DIEGO, CA 92121 Fee Description Oft Amount S) Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 129 129.07 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00 $411.07 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee. Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. CONDITIONS Condition Comment 1 no fee charged AA_Bldg_Permit Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class(cy(o License No.� 6 who builds or improves thereon, and who contracts for the projects with a Expires IY ol- Signature licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ [am exempt from licensure under the Contractors'Stale License Law for the ❑ 1 hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the CY I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:httrx//www.Ie info ca cov/calaw hlml. permit is issued.My workers'compensation insurance carrier and policy number are: //S QN�'W C��f(� Property Owner or Authorized Agent Carrier Ir V1 Date Expires '316 Policy# s:-u ,g.By my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction. I authorize represen . as of this city or county to enter the above- 0 1 certify that in the performance of the work for which this permit is issued,I identified grope for the i ion purposes. shall not employ any persons in any manner so as to become subject to the workers'compensation laws of California, and agree that if I should become +� Z 9 subject to the workers'compensation provisions of Section 3700 of the Labor property Owner or Authorized Agent Date Code,I shall forthwith comply with those provisions. City Business License# 0 3 5^0 qD Date; S Z4 !L Applican� � WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DYES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ONO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address ❑NO DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR OWNER BUILDER DECLARATIONS GUIDE LINES I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, ❑NO SCHOOL? or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law(Chapter 9(commencing with I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or ❑YES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) CODE SECDOUS SECTION 25505MATERIAL f}E 5533,AND 25534 CONCERNING ❑ 1, as owner of the property, or my employees with wages as their sole G. compensation,will do( )all of or( )porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). poolj 1201 N. Tustin Avenue Ron Lacher, R.C.E. engineering—I.1-_ Anaheim, CA 92807 � Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT �� OP M�N�FEE FOR Np SpE Clty of MeniteDe 6 p SOLAR PANEL ADDITION'fld+n9 & Safety gip PROvp` APR 18 2014Q� RN AP FleceivedRE\JON Ep 6� AT hpatova\oEtt`ea1a« THE BERGQUIST RESIDENCE 3\ot,anv g,�1a\o ni;omP t� 27660 Lanham St �opR es iQ° Menifee, CA,92584-4716 �p00 C6 g ' * 6/30112015 CIVIL CF CALIF®��\P FOR FIDELITY HOME ENERGY, INC. 8445 Camino Santa Fe Ste 104 40 San Diego, CA, 92121-2649 �+ C �0000�� T ty DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS VOJ 4/8/2014 4:26 PM Page 1 of 13 \\pea nasv2\pool\Projects Solar\2014\0552-14 Reside ntial\14-055250LAR PAN EL CALCS.xlsx ©Pool Engineering,Inc.2014 pool POOL ENGINEERING INC. Da : Lopez engineering Location: Menifee,CA,92584-4716 Date:4/8/2014 Job#14-0552 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 ,hallnoth, 0 05 any Pt 'Ces.Zhis! a1. 4/8/2014 4:26 PM Page 3 of 13 \\peanasv2\pool\Projects Solar\2014\0552-14 Residential\14-0552 SOLAR PANEL CALCS.zlsz ©Pool Engineering,Inc.2014 Poo POOL ENGINEERING INC. By: R. Lopez engineering Location: Menifee,CA,92584-4716 Date:4/8/2014 Inc. Job#14-0552 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 AM ENDM ENTS. A? 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS J�a rI 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. i constn ;visions et of app 4/8/2014 4:26 PIA Page 5 of 13 \\peanasv2\pool\Projects Solar\2014\0552-14 Residential\14-0552 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 pool POOL ENGINEERING INC. By: R. Lopez engineering Location: Menifee,CA,92584-4716 Date:4/8/2014 Inc. Job#14-0552 PROJECT DATA: Project Location: 27660 Lanham St Menifee,CA,92584-4716 Existing Residence: Roof Area: 3100 ft' Upper Floor Area: 2680 ft2 Lower Floor Area: N/A Number of Stories: 2 I Site Properties: Latitude: 33.657 Longitude: -117.18 Ss= 1.5 (g)0.2s Spectral Response Acceleration SI= 0.6048 (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= 1.0000 Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) SDI= 0.6048 is 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: SOLAR WORLD Model: SW-270Mono Weight: 3.09 p.s.f.(including mounting system) Installed Area: 180.46 It' Design Criteria: C.B.C.2013 ASCE 7-10 Design Methodology: 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. 4/8/2014 4:26 PM Page 7 of 13 \\peanasv2\pool\Projects Solar\2014\OS52-14 Residential\14-0552 SOLAR PANEL CALCS.xlsx OPool Engineering,Inc.2014 Poo POOL ENGINEERING INC. By: R. Lopez engineering Location: Menifee, CA,92584-4716 Date:4/8/2014 Inc. Job#14-0552 GRAVITY LOADS: Roof Dead Load(Existing): 14.0 p.s.f. Tile 1.5 p.s.f. 1/2"Ply.Sheathing 0.6 p.s.f. 2x4 Rakers @ 24"o.c 3.6 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.2 p.s.f. Misc. 21 p.s.f. Existing Roof Dead Load Typical Floor Dead Load (Existing-If Applicable): 7.5 p.s.f. Max.Floor Finish Weight 3.3 p.s.f. 11/8"Subfloor Sheathing 3.4 p.s.f. 2x Joists @ 16"o.e. ATMENT 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): o 20 p.s.f. (Table 1607.1 of C.B.C.2013) i to be a permit for,or Floor Live Load(Existing-If Applicable): he federal,state or cit 40 p.s.f. (Table 1607.1 of C.B.C.2013) *A plans must bekept Roof Dead Load(Proposed): 3.1 p.s.f. SOLAR WORLD SW-270Mono solar panels and mounting system 21 p.s.f. Existing Roof Dead Load 24.1 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 = 127100 lb. Total Proposed Roof Load= (DLproposed+LLproposed)Areap,epo,ed+(DLroof+LLroof) (Arearoof-Areaproposed) = 124048 lb. Demand Increase = [(Proposed Roof Load-Extg. Roof Load)/Extg. Roof Load]x100 Results: NET DECREASE IN GRAVITY LOADS ==>OK 4/8/2014 4:26 PM Page 9 of 13 \\pea nasv2\pool\Proj ects Solar\2014\0552-14 Residential\34-0552 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 pool POOL ENGINEERING INC. By: R. Lopez engineering Location: Menifee,CA,92584-4716 Date:4/8/2014 Inc. ,lob#14-0552 LATERAL LOADS (Seismic): Seismic Design Parameters: lQ= 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor p= 1 Redundancy Factor SDS= 1.000 Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) Sol= 0.605 1s Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) Site Class: D (ASCE 7-10,Section 11.4.2) Risk Cat.: II (ASCE 7-10,Table 1.5-1) SDC= D Seismic Design Category(ASCE 7-10,Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: 4 T= Ct(hn)x Approximate Fundamental Period(ASCE 7-10,Eqn.12.8-7) where: Ct= 0.02 �i x- 0.75 hn= 32 (ft.)Height to Highest Level .. T= 0.269 Is) TL= 8.00 (s)Long-Period Transition Period(ASCE 7-10,Fig.22-16) Cs= (So$le)/R Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-2) 0.154 4-` Cs_max= (SDS Ie)/(T R) Maximum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-3) 0.572 (Cs_min)1= 0.010 Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5) (Cs roIJ2= 0.0441 SDS Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5-supplement 2) 0.027 (Cs_min)3= (0.5 S1 le)/R Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5-supplement 2) 0.047 Cs= 0.153847 Seismic Base Shear(ASCE 7-10,Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 4/8/2014 4:26 PM Page 10 of 13 \\peanasv2\pool\Projects Solar\2014\0552-14 Residential\14-0552 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 �ULpool POOL ENGINEERING INC. By: R. Lopez engineering Location: Menifee,CA,92584-4716 Date:4/8/2014 Inc. Job#14-0552 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent(ASCE 7-10,Section 12.8.3) EXISTING STRUCTURE Story Height Story Area Story k Wx hxk Level (ft) hx(ft) (ftz) Seismic Wx(k) Wx hx k Fi(K) Vi(K) Mass(psf) FWi hi Roof 16 25 3100.0 21.0 65.1 1627.5 0.66 15.98 15.98 Upper 9 9 2680.0 34.0 91.12 820.08 0.34 8.05 24.03 Lower 0 0 N/A N/A N/A 0 0.00 0.00 0.00 Existing Base Shear= 24.03 PROPOSED STRUCTURE Story Height Story Story Seismic Panel Area Panel k Wx hx' Level hx(ft) Area n Seismic Wx(k) Wx hx k Fi(K) Tj;(K) (ft) (ft) Mass(psf) (ft) Mass(psf) FWi hi Roof 16 25 3100.0 21.0 180.5 3.1 65.7 1,641.43 0.67 16.08) 16.08 Upper 9 9 2680.0 34.0 N/A N/A 91.1 820.08 0.33 8.01 24.12 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.0 .00 Proposed Base Shear= 24.12 Demand Increase = [(Proposed Base Shear-Extg. Base Shear)/Extg. Base Shear]x100 Results: INCREASE LESS THAN 10% ==>OK 4/8/2014 4:26 PM Page 11 of 13 \\peanasv2\pool\Projects Solar\2014\0552-14 Residential\14-0552 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 pool POOL ENGINEERING INC. By: R. Lopez engineering Location:Menifee,CA,92584-4718 Date:4/8/2014 Inc. Job#14-0552 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= 1.45 Adjustment Factor for Building Height(Figure 30.5-1,ASCE 7-10) K,r= 1 Topographic Factor(Section 26.8.2,ASCE 7-10) Zone= 2 Roof B= 22.7 deg Area= 180.5 sq.ft. Pne m= 31.9 p.s.f Net Wind Design Pressure,Eqn.6-2,ASCE 7-10 Piet= XKztPnee30 =(1.45)(1)(31.9 p.s.f.)=46.255 p.s.f. (Pnet)ae.�o.= 46.3 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) Arrib= 11.0 sq.ft. (panel area tributary to each lag screw) D= 3.1 p.s.f. (panel dead load) W= 46.3 p.s.f. (design wind pressure) P,g= FS*Atr;b*(0.6D-0.6W) =(1)(llsq.ft.)[(0.6)(3.1p.s.f.)-(0.6)(46.3p.s.f.)i =284.91b.(withdrawal force applied to each lag screw) DIAi,g 5/16 in. (lag screw diameter) Dne„= 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) C,= 0.7 W'= Co*CI*W =(1.6)(0.7)(266 lb./in.)=297.92 lb./in. (adjusted withdrawal value) Fallow= Dne„*W' =(2.5 in.)(297.92 lb./in)=744.8 lb. Results: DEMAND=284.9 Ibs.< CAPACITY= 744.8 lbs. ==>OK 4/8/2014 4:26 PM Page 12 of 13 \\pea nasv2\pooAProjects Solar\2014\0552-14 Residential\34-0552 SOLAR PANEL CALCS.xlsx @Pool Engineering,Inc.2014 --- Pool POOL ENGINEERING INC. By: R. Lopez engineering Location: Menifee,CA,92584-4716 Date:4/8/2014 Job#14-0552 SUMMARY: GRAVITY LOADS: DECREASED BY-2.47% ==>OK LATERAL LOADS: INCREASED BY 0.36%< 10% ==> OK WIND UPLIFT: DEMAND = 284.9 lbs. < CAPACITY= 744.8 lbs. ==>OK USE 5/16in. DIAMETER LAG SCREWS @ 48in. O.C.W/2.5in. PENETRATION INTO EXISTING FRAMING MEMBER,TYP. 4/8/2014 4:26 PM Page 13 of 13 \\pea nasv2\pool\Projects Solar\2014\0552-14 Reside ntial\14-0552 SOLAR PANEL CALLS.xlsx OPool Engineering,Inc.2014 PHOTOVOLTAIC SOLAR PROJECT INFORMATION: SHEET INDEX: ADDRESS: 2766o LANHAM STREET SHEET 1 SCOPE OF WORK, PROJECT INFO,GENERAL NOTES,VICINITY MAP MENIFEE,CA 92584 SHEET 2 SITE/ROOF PLAN, ELEVATION DETAIL �`u'r SHEET 3 ELECTRIC LINE DRAWING HOMEOWNER: DAVID BERGQUIST SHEET 4 CALCULATIONS, SIGNS, DETAILS PH: 757.5 7 1. 26 ATTACHED MODULE, INVERTER, MOUNTING HARDWARE SPEC SHEETS, 2111111., 95 STRUCTURALREPORT " CONTRACTOR: FIDELITY HOME ENERGY 8445 CAMINO SANTA FE, SUITE 104 SCOPE OF WORK: I SAN DIEGO,CA 92121 _ INSTALL(to)SOLARWORLD SW 270 MONO SOLAR ELECTRIC MODULES ON THE �. PH: 858.457.4500 EXISTING 2ND STORY TILE ROOF. INSTALL ASSOCIATED MOUNTING LIC#790709,CLASS C46 HARDWARE,JUNCTION BOXES,CONDUIT,CONDUCTORS AND GROUNDING. PLANS PREPARED BY: JENNIFER KEMME INSTALL(1) POWER-ONE PVI-3.o-OUTD-S-US-A INVERTER WITH INTEGRATED DC BERGQUIST ; ,, PH: 909.754.8300 DISCONNECT,(1)AC DISCONNECT,AND INSTALL OCPD IN MAIN SERVICE PANEL. RESIDENCE ,, . SYSTEM SIZE: 2.7oo kW(DC) Jim MODULES: (10)SOLARWORLD SW 270 MONO McOL peg I �� PEAK POWER= 270 W C\�y °&Safety MAX OPERATING CURRENT=8.81 A OMAX PEN OPERA INGVOLTAGE=T VOLTAGE= 0-9V Mp� �o ( VICINITY MAP SHORT CIRCUIT CURRENT= A � NTS 9.44 ®iI Ci ERAL NOTES: TEMPERATURE COEFFICIENT OF Voc=-0.30%rC �y eGe 1. THIS SYSTEM COMPLIES WITH THE 2013 CRC,2013 CBC,AND THE 2013 CEC. DIMENSIONS=65.9"X 39.4"X 1.21' ` 2. THE SYSTEM WILL NOT BE TURNED-ON UNTIL THE SERVING UTILITY COMPANY HAS BEEN WEIGHT=46.7 LBS NOTIFIED. 3. THE INSTALLED SOLAR SYSTEM HAS DISTRIBUTED WEIGHT LESS THAN 4 PSF. f� ARRAY: INSTALLED WEIGHT=3.1 PSF E�� 4. THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 4o LBS. v R SAME ROOFCOVERAGE ROOF PITCH PV PL LESS THAN 50%OF TOTAL ROOF AREA M�N�FEE D�QpR�M 5 ALL EQUIPMENT IS LISTED BY A RECOGNIZED TESTING LAB. INVERTERS ARE UL 1741 AZIMUTH=18o°,SAME AS ROOF DIRECTION 6. THE BACKFED BREAKER WILL NOT READ"LINE AND LOAD"AND IT WILL BE LOCATED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER. ' MOUNTING HARDWARE: PROSOLAR ROSOLARTIOLEOFTRAC STANDARD RAIL CONDUCTORS7. TRACSTRUCTURALATTACHMENT BV\�p N??Ix pti Dp�� 8. ANY CONDUTORSEX EXPOSED SUNLIGHT ARE LISTED AS SUNLIGHT RESISTANT. Y;6" STAINLESS STEEL LAG BOLTS @ 48"OC OR LESS WITH A P`pN 9. IF DC CONDUCTORS ARE RUN INSIDE THE BUILDING,THEY WILL BE CONTAINED IN A MINIMUM OF 2yz" PENETRATION INTO ROOF RAFTERS METAL RACEWAY. D�`( 1tto1 °1 an 1o. ANY CONDUCTORS BETWEEN SEPARATE ARRAYS ON THE ROOF WILL BE PROTECTED IN EXISTING ROOF INFO: 2 STORY,CONCRETES TILE REv�E�IE edtobeaPecm 01t1ty CONDUIT. 2X4 TRUSSES �a 24"OC OtbeC00stt0 ety\State t PHYSICAHE EQUIPMENT L AMAGE. IT WILL BETCONDUCTOR NEAT YUND R ROOF T EWILL MODULES AND RAILS AND INVERTER/DC DISCONNECT: 1 POWER-ONE PVI- .O-OUTD-S-US-A ORheSep\anssha\a�a91,0,4 0p\s the\eaO5m05t�ekeptp0 SECURED IN PLACE. MAX DC INPUT VOLTAGE=6o0 V PptoV`Ot,aryvl0\a1 n0e5 Sh`sSetOf apptOVeap 12 ACCORDANCE WITH TTHE MODULES WILL HE ATTACHED E E MANUFACTO THE URER'SQUIPMENT INST INSTRUCTIONS. CONDUCTOR IN START-UP VOLTAGE=200 V OhSandold:'atic 13. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES ARE RAIN-TIGHT AND APPROVED FOR USE NUMBER OF INDEPENDENT MPPT=2 Om y>U0n' IN WET LOCATIONS. MAX DC INPUT CURRENT=20.0 A td� 14. CLEARANCES AROUND ALL ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN MAX DC INPUT CURRENT PER MPPT=1o.o A ACCORDANCE WITH CEC 110.26. MAX INPUT SHORT CIRCUIT CURRENT PER MPPT=12.5 A 15. SOLAR MODULES WILL NOT OBSTRUCT ANY PLUMBING,MECHANICAL OR BUILDING NUMBER OF INPUTS=2 ROOF VENTS. RATED AC POWER=3300 W 16. IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE VERIFIABLE GROUNDING AC VOLTAGE= 240 V ELECTRODE,A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE INSTALLED. IF MAX AC OUTPUT CURRENT=14.5 A ADDITIONAL GROUNDING ELECTRODES ARE INSTALLED,THEY WILL BE BONDED MAX AC OVERCURRENT PROTECTION =20.o A TOGETHER WITH THE EXISTING BUILDING GROUNDING ELECTRODE PER CEC 250.5o AND NEMA 4X ENCLOSURE CEC 250.53(B)• DIMENSIONS=33.8"X 12.8"X 8.7" 17. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CAL-OSHA WEIGHT=47.3 LBS REGULATIONS. NOTICE: ANY CHANGES TO OR USES OF THESE ^� SHEET 1 OF 4 DOCUMENTS/DRAWINGS WITHOUT THE WRITTEN BRADLEY ITH C46-790709 CONSENT OF JENNIFER KEMME ARE STRICTLY PROHIBITED. DATE: 4/17/14 14366PV HOMEOWNER: DAVID BERGQUIST ADDRESS: 2766o LANHAM STREET • MENIFEE,CA 92584 — — PROPERTY LINE — N PROPERTY I SCALE:1/16"=1' LINE 31'-6" I 48 SITE/ROOF PLAN NOTE: 151-911 DIMENSIONS AND FEATURES SHOWN ARE CLOSE TO SCALE BUT WERE TAKEN FROM A FIELD SURVEY AND I VENT(TYP) APPROXIMATIONS MADE USING GOOGLE EARTH. I I ARRAY#1:(10)MODULES PROPERTY I , LINE 3 31 7 Box 4 5 6 I ij� kns+AU jnve4eK ullntrr i� lor,.ld I -6 4q SJnli 11� 4-6 B 9 10 O 1'-7n �e eKPa�d +o direrl' °J ov0 kp\L4 ttA Qbwd- 1e IAul4ro, LQut, 3r-10r� (N)INVERTER/ �nt,^QA52 In kA i4(M-( DC DISCONNECT '�CrkPGra�Mra DF �t In1F0��(/ 4'-1Orr INsrof GARAbE I (N)AC DISCONNECT (E)200 AMP MAIN EXISTING 2-STORY ROOF: SERVICE PANEL CONCRETE S TILE, I FELT&Y2"SHEATHING ROOFTRAC RAIL MOUNTING SYSTEM OVER RAFTERS �7'-6" WITH TILETRAC ROOF ATTACHMENTS MODULES: (USE Y16" STAINLESS STEEL LAG BOLTS r7a 65.9"X 39.4" 3" MIN. 48"OC OR LESS WITH A MINIMUM 46.7 LBS EACH 8" MAX. EMBEDMENT OF 2Y," INTO ROOF RAFTERS) WATERPROOF ALL CONNECTION LANHAM STREET LOCATIONS WITH FLASHING AND CAULK NOTICE: ANY CHANGES TO OR USES OF THESE DOCUMENTS/DRAWINGS WITHOUT EXISTING 2 X 4 THE WRITTEN CONSENT OF JENNIFER KEMME ARE STRICTLY PROHIBITED. TRUSSES dal 24"OC ELEVATION DETAIL B RADLEY SMITH C46-790709 SHEET 2 OF 4 NTS /17/14 14366PV HOMEOWNER: DAVID BERGC)UIST ADDRESS: 2766o LANHAM STREET MENIFEE, CA 92584 NOTE: IF THf- FvISTING MAIN SERVICE PANIFL HAS THE MAIN BREAKER LOCATED IN THE MIDDLE OF THE FUSS BAR, THEN THE MAXIMU16 CC)TVIGINED OVERCURRENT DEVICES ALLOWED IS 100 PERCENT OF THE BUSS BAR RATING, � NOT 120 PERCENT. (2)10 AWG THWN-z& C(2).10 AWG PV IN AIR (1)8 AWG GROUND 3o A,240 VAC, 10 IN X" EMT CONDUIT POWER-ONE PVI-3.0-OUTD-S-US-A AC DISCONNECT EXISTING SOURCE CIRCUIT N1: NEMA A 600 VDC ^ 240 VAC,10 LOCKABLE,VISIBLE SERVICE PANEL: 10 MODULES, 60o VDC JUNCTION BOX TRANSFORMERLESS INVERTER KNIFE-BLADE TYPE 20o A BUS RATED,240 VAC,10 L7 i SOLARWORLD * O Lt L 20oA SW 270 MONO4 © L� MAIN SERVICE INFO: zoo A,1201240 VAC, SOLARWORLD * Q -L i0,3-WIRE SW270 MONO - - - - - - - - — — — — — — — — — — — - - - -© - - - --- - - - - SOLARWORLD * POWER-ONE INTEGRATED — — — I 2oA N SW 270 MONO _ DC DISCONNECT (3)10 AWG THWN-2& �(1)6 AWG SOLID COPPER (1)8 AWG GROUND (3)10 AWG THWN-2& EpP��M GROUND ALL MODULES,JUNCTION IN X4" EMT CONDUIT (1)8 AWG GROUND BOXES AND ANY OTHER METAL PARTS r �T� IN X4" EMT CONDUIT � c4y� '114 ?xV`��� Stia\\°°kbe���rtr 10Va,0t`�e *wvp °f a°l �,�,. 000\'a\ 1SSW, 1e%�\a��0 ELECTRICAL LINE DIAGRAM NOTICE: ANY CHANGES TO OR USES OF THESE DOCUMENTS/DRAWINGS WITHOUT THE WRITTEN CONSENT OF NIFER KEMME ARE STRICTLY PROHIBITED. FSHEERADLEY SMITH C46-790709 T 3 OF 4 DATE: 4/17114 14366PV HOMEOWNER: DAVID BERGQUIST ADDRESS: 2766o LANHAM STREET ��MENIFEE, CA 92584 SYSTEM SIGNAGE SYSTEM CALCULATIONS: WIRE CALCULATIONS: ALL SIGNAGE SHALL BE REFLECTIVE, UV RESISTANT MODULE OPERATING CURRENT=8.81 A FROM JUNCTION BOX TO INVERTER/DC DISCONNECT: PLASTIC, RED IN COLOR WITH WHITE LETTERING,AND NUMBER OF STRINGS TO INVERTER=i AMBIENT TEMPERATURE=38°C ATTACHED WITH WEATHERPROOF ADHESIVE OR (1)8.81 A=8.81 A TEMPERATURE ADDER FOR CONDUIT NOT OFFSET FROM ROOF=33 C OTHER APPROVED METHOD. ALL LETTERS SHALL BE A INVERTER MAX INPUT CURRENT=io.00 A ADJUSTMENT FACTOR PER TABLE 310.15(B)(2)(a)FOR 9o°C INSULATED CONDUCTOR AT 38°C+33°C=710C=0.41 MINIMUM OF�'s" HEIGHT AND ALL CAPITALIZED. 8.81 A<7o.00 A,OK Isc=14.75 A 14.75 A/0.41 =35.98 A ALL INTERIOR AND EXTERIOR DIRECT CURRENT(DC)CONDUI MODULE OPERATING VOLTAGE=30.90 V SELECT WIRE SIZE WITH AMPACITY GREATER THAN 35.98 A,USE io AWG THWN-z COPPER WIRE WITH AN AMPACITY OF 4o A ENCLOSURES,RACEWAYS,CABLE ASSEMBLIES,JUNCTION NUMBER OF MODULES IN LARGEST STRING=10 SELECT CONDUIT FOR(z)to AWG THWN-z&(1)8 AWG GROUND=_y4" EMT CONDUIT BOXES,COMBINER BOXES AND DISCONNECTS SHALL BE (10)30.90 V=309.00 V MARKED AT EVERY io'AND WITHIN 1'OF ALL TURNS OR BEND INVERTER INPUT OPERATING VOLTAGE RANGE=160 V-530 V FROM THE INVERTER TO THE MAIN SERVICE PANEL: AND WITHIN 1'ABOVE AND BELOW OF ALL PENETRATIONS OF 16o V<309.00 V<530 V,OK ADJUSTMENT FACTOR PER TABLE 310.15(B)(2)(a)FOR 90 C INSULATED CONDUCTOR AT 380C=o.91 ROOF/CEILING ASSEMBLIES,WALLS OR BARRIERS WITH Ic=18.13 A "WARNING: PHOTOVOLTAIC POWER SOURCE". MODULE Voc=39.20 V 18•13 A/o•91=19.92 A NUMBER OF MODULES IN LARGEST STRING=io SELECT WIRE SIZE WITH AMPACITY GREATER THAN 19.92 A,USE to AWG THWN-z COPPER WIRE WITH AN AMPACITY OF 40 A TO BE INSTALLED AT ALL SERVICEABLE PANELS (10)39•20 V=392.00 V SELECT CONDUIT FOR(3)to AWG THWN-z&(1)8 AWG GROUND=Y4" EMT CONDUIT JOR BOXES AND AT ALL DISCONNECTS: VOLTAGE CORRECTION FACTOR=1.14 WARNING kiJr� 392.00 V(1-14)=446.88 V ELECTRIC SHOCK HAZARD Coy F EU INVERTER MAX INPUT VOLTAGE=600 V DO NOTTOUCH TERMINALS 1 446.88 V<600 V,OK TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED MODULE Isc=9.44 A IN THE OPEN POSITION 9.44 A(1.25)(1.25)=14.75 A[Isc] NUMBER OF STRINGS TO INVERTER= TO BE INSTALLED ON THE INVERTER, (1)9.44 A=9.44 A NEAR THE GROUND FAULT INDICATOR: 9.44 A(1.25)=11.80 A WARNING ELECTRIC SHOCK HAZARD INVERTER MAX OUTPUT CURRENT=14.5o A EQUIPMENT IF A GROUND FAULT IS INDICATED, 14.50 A(1.25)=18.13 A[Ic], USE zo A BREAKER ATTACH GROUND LUG N (FOR EXTERIOR/WET LOCATIONS) NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED MAIN SERVICE PANEL BUS RATING =zoo A W/STAINLESS STEEL MACHINE SCREW MAIN SERVICE PANEL MAIN OCPD=zoo A TO BE INSTALLED ON THE FRONT OF zoo A+zo A SOLAR OCPD=zzo A SOLID COPPER THE UTILITY AC DISCONNECT: zoo A BUS(i.z)=zoo A GROUND WIRE zzo A<24o A,OK PV SOLAR DISCONNECT FOR UTILITY OPERATIONS RATED MAX POWER-POINT CURRENT=8.81 A :j RATED MAX POWER-POINT VOLTAGE=309.00 V MAX SYSTEM VOLTAGE(Voc)=446.88 V GROUNDING DETAIL SHORT-CIRCUIT CURRENT(Isc)=11.80 A NTS TO BE INSTALLED AT THE BACKFED REMOVAL OF ONE PIECE OF EQUIPMENT BREAKER SERVING THE PV SOLAR SYSTEM: 1 CONNECTION BETWEEN ANY OTHER PIECES. SHALL NOT DISCONNECT THE BONDING WARNING: PHOTOVOLTAIC POWER SOURCE (,grj CJ g RATED AC OUPUT CURRENT NOMINAL OPERATING AC VOLTAGE=z4o V WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE NOTICE: TO BE INSTALLED ON THE OUTSIDE COVER ANY CHANGES TO OR USES OF THESE DOCUMENTS/DRAWINGS WITHOUT OF THE MAIN SERVICE DISCONNECT: TO BE INSTALLED ON THE COVER OF THE MAIN SERVICE PANEL: THE WRITTEN CONSENT OF)ENNIFER KEMME ARE STRICTLY PROHIBITED. CAUTION:SOLAR ELECTRIC USE THE SITE PLAN ON SHEET 2 TO PROVIDE PLAQUE/DIRECTORY STION:SYSTEM SOLAR CTED SHOWING THE LOCATION OF THE SERVICE DISCONNECT AND THEPV v✓� SOLAR SYSTEM DISCONNECT IF NOT LOCATED AT THE SAME PLACE. SHEET 4 OF 4 DLEY SMITH C46-790709 DATE: 4h7h4 14366PV SUnm®(QUIP/ SW 270 mono / 2.5 Frame SVY1modUle/ SW 270 mono / 2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT goo W/ma,NOCT,AM 1.5 i Maximum power P „ 270 Wp mossimumpower Pm, 194.9 Wp Optn circuit valfagt V. 38.3V open circuit wkage V4 34.5 V Maximum powerpolnf voltage V 32.1 V Maxienum poss"It nI voltage V� 28.9 V Short rhruit runenf 17 8.90 A Short cimult current Iv 7.19 A ,d,tugr Maximum pawn point current I� lA Moximumpowerpoint current 1. 6.74A sr♦ e MinorseduelbnlneffickncyundetpaM1klloadconditbnsat2VC:at20a W/m'.95% ,.9 TUV Power controlled: 'SIC,ldd0 w/m',23'C,AM 1.5 p/ {[€Fr -3%]ollhe sx ellkkn<y 0oo0w/m')isamkwe. raahehaa"a Lowest measuring tolerance in industry THERMAL CHARACTERISTICS COMPONENT MATERIALS �'et4X4s•`s .. NOCT 46'[ LeBi per module 60 TCI 0.004%/K Cea type Monocrystatime TC -0.30%/K CaNdihoemrons 6.14 in x 6.14 In(1S6 minx 156 rl Every component is tested to meet ' 3 times EC requirements � TU -0.4s%/K front Tempered glass(EN 12150J Operating tamperofure -40'Cto RS'C Frame Clear snedixedaluminum 4/ We ght 46.7 his(21.2 kg) SYSTEM INTEGRATION PARAMETERS Y .. .... Designed to withstand heavy 9 Maximum system rottage SCII loo0 v accumulations of snow and ice a Max.i rtes,"Hag,USA NEC 600 V Marlmum rewnewmnt 16A 4 -MW/erl Number of bypass diodes 3 r �M wM 4 .. -- - - -etawlxr US Design load,' Twarallsyll'as 113 psf dfUd -[4exrhe' 64 ps/upwpwarard 5unmodule Plus: Positive performance tolerance [ --[a4 wA,d Ul Design beds' ihrenallryrtem l7o ps pit upward 64 ps/upward 113 psi dowmvard a l IEC Drrtgn loads' fwo roll ryrtem 50 sf upward o . ie 34 so46 P yw M aras 'tsel relittothe Svnmodule insumtbn imtmctionslorthe death usaMed with these bad uses. 25-year linear performance warranty and _ 10- ear product warrant i ADDITIONAL DATA powm caning, -O Wp/.S svn 2-box IF65 1 11.33(298) Connector MC4 World-class quality Module eQHl"Sy 16.10% fan"'4 ;O1"e"'"p'o•'rrJalacaaaM Fully-automated production lines and seamless monitoring of the process and material (�' �� Fire hitting t01790J Class C ensure the quality that the company sets as its benchmark for its sites worldwide. `«-, , 9 Y P Y Mark In USA +w••• 41.30(l0so) s SolarWorld Plus-Sorting g�'k', version VERSION 2.5 FRAME Plus-Sorting guarantees highest system efficiency.SolarWorid only delivers modules that w . Sur, ban.,bane Compatible ounting methods have greater than ore equal to the nameplate rated power. 65.9a(167s) mounts 4 C,cruttom'mounting methods g q p P `� Intertek mounting D • .-.Grounding Locations: fides %t -4 mrntrs of the frame 25years linear performance guarantee and extension of product warranty to 10 years -4locations along the length of the Solaw ld guarantees a maximum performance degression of 0.7%p.a.in the course of C E ❑❑ module intheextendedflanget 25years,a significant added value compared tothe two-phase warranties common in the industry.In addition,SolarViorld is offering a product warranty,which has been extended to 10years.' 'in accordance with the applicable Solarworid Limited warranty at purchase 1x4 � www.sola,world.com/warranty I Ltllg �4.2o(102p N Black&Veatch validated PAN files now available. 1 A wy yw 1- 39.41(ldol)� i Ask your account manager for more information. SOLARWORLR 1.22(31) 1)Masvwmg Wastes,M1aceable to TUV lheinland../-2%n W Pow,,Controlled) All units provided lee impadal.5l units pswided in parentheses. selarworid.eom We turn sunlight into power. S4brW°,Id AG,essays the rl,hl t4 make apes""'o°"°'"nga,w^bout notice S W-01-600aU5 04 2013 t . 4.2-ClUTD-11.1151. Nominal Output Power W 3000 y 3600 3300 3800 4200 - Maximum OutputPower W 3000 3300r 3300' 3600 4000' 40pN 3300 42001 QOd 4200 46001 /60Dr I Rated Grid AC Voltage V 208 240 777 208 240 277 208 240 277 206 240 I77 j Input Side JDQ- Number of Independent MPPT Channels 2 2 2 2 Mulinurrs Usable Power for Each Channel W 2000 3000 3000 3000 .� Absolute Mulmum Vokpe(Vmax) V 600 surt-up vah".IVatert) V 200 (ad).120 350) • Full Power MPPT Voltage Range V IW-530 120530 140-530 I40-530 Operating MPPT Voltage Nanpe V 0.71,Vstart-580(>=90V) Maximum Current lldomax)for both MPPT in Parallel A 20 32 32 32 IF '• Maximum Usable Current per Channel A 10 16 16 16 Maximum Share ClrnNCumnt link per Channel A 12.5 20.0 200 20.0 Number of Wke Landing Terminals Per Chennel 2 is, Amy thtdng Teminstio. _ P.Terminal block Pressure Clamp,AWG10-AWG4 ouqut Side 1AQ Gdd Cons"Hiniype Spin- Split- Spin Split- 10RW 10/2W 10RW 10/2W 10RW 10/IW 10/IW 10/2W 0/3W 0/3W 0/3W a�.:aiaeal Ad)ustabkVehage Range lVmin-Vwraxl V 183-228 711-261 2M-304 I83-228 211 71-26264 144-304 I03-228 211 264 246304 183 228 211-264 '244304 t Grid Fragwncy He 60 Ad)urtabk Grid Frequency Orange Hz 5760.5 Maximum Carmmt(kcmax) A., 145 14.5 12.0 17J 160 160 16.0 16.0 160 200 200 20.0 .: � barer Facer >0.995 Total Network Distension At Rated Power, % 12 The most common residential inverter is the ideal size for an average- ��pevace, ryTe rerminalblockPressureClampAWG10 AWCA sized family home. This family of single-phase string inverter ` - Intro Natnma - complements the typical number of rooftop solar panels, allowing y OverVeltiap P Ploroiawttectioon re: -Y Type Vadror,2 for each channel AtmY Ground fault Detection Pre start-u p Riso and dynamic GFDI(Requires Floating Anays) home-owners to get the most efficient energy harvesting for the Y.` ) PV size of the property.This rugged outdoor inverter has been designed o ut A_mH_Y and"ProteNon Meets UL I741/IEE154]requirements as a completely sealed unit to withstand the harshest environmental - P i � Exhm.i AC OCPD Aatimg A,u, zo 20 15 25 :o L,amr,](L,O - zaL1-a) zo 26 zs 25 25 ()sore-Veber a pret.<finn Type vnri conditions a WK" Maximus Efficiency % 95.9 97 97 97 One of the key benefits of the Uno family of single-phase inverters CECEIAda.ry % 96 operatingq.na.ren is the dual input section to process two strings with independent "Warfare dare «,. -- Consunptbn a We., <0.6 MPPT especially useful for rooftop installations with two different ,, St and g Ica nsomptican W_ `B .,.. - ,. a . orientations lie East and West).The high speed MPPT offers real-time Comam k tie 'w - tf.t a Uaer4nhAaca 16 characters e 2lirres LCD display power tracking and improved energy harvesting. Reasons,Monitoring nidt5485Ind.) AUROIU-UNIVEMALlips) Wked lent Menkorhg(1xRSeRf ImL) PVW SB R5485_232(opt),PVFDESKTOP(opt) - � Knlaulanl Mankmirp PVFDESKTOP(opt)with PVFRADIOMODULE(opq The transformerless operation gives the highest efficiency of up to Er.Lanm.mai 97.0%. The wide input voltage range makes the inverter suitable to Ambient Air Operotlag Temperature Nang. •Frq -13m+14o(-zsro+60)with denting nhove122(s0) low power installations with reduced string size. Awblent AkShomge Temperature Nang. IrC) Jo to 176(J(1 to+80) '- Relative Humidity %RH 0-100 condensing Anwtk Nobs Emblon Learl din(A)@ 5 NNu Maximum Operst Ade without Denting ft(m)1m 65M(2000) Medunluorting ratbm F�esuro sting NEMA 4K Features .. .. . . ___ _ .�••.:....- Coaling Natural Comdencn • Dimensions IN is W x D) in Imm) 33.8 x 12.8 x8.7(859 x 325 a 222) - Wright lb lkgl <17.3(IL3) Each inverter is set on specific grid codes which can be selected in the field Shlpylne W.ght Its(kg) <too 0.0) C Single phase output Mounting System WaA bucket t nd Dual input sections with independent MPPT,allows optimal energy harvesting from two sub-arrays oriented Tmdesiee3 placeexa i/7o tr Coedult Con,a xhaW Rea x 314'o 3 pings side,front rear) in different directions de II)plugged 3(4)Concentric E Concentric EKOs 3/4',1' Back 14)ConcentrK EKOs 3/4',1' Wide input range DC switch Rating(Pacenters) AN 25/6W High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting swat! holFlat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance Warta e!EWLiver C5A-C 22 N 1s 71-01,(Floating Assay) Ahry axd EMC Standard Ul 1741,IEE15/7,IEE1517.1,CSA-C221 N.1071 01,UL1998 U11699B,FCC Part 15 Class B across the entire input voltage and output power range Safety Approval XSA„ Outdoor NEMA 4X rated enclosure for unrestricted use under an environmental conditions w.mary y Standard Wamnry Years 10 Integrated DC disconnect switch in compliance with international Standards(-S Version) EalandedWamenry year, 15620 A.aONxk Medek RS-485 communication interface(for connection to laptop ordatalogger) Standard-Without DCSwtich and Wiring Box PV63.000TD-US PV1­3 60UrDUS PVa3.8-OUTD-U5 PV14.2-OUTD-US Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP standard With Xs.kci and lending No. PVI-3.0 OUTD-5-US PWa.6 OOPS US PVI 30 OUTD-S�Us FVIi.2-ousts-US Wdb DC SwHch,Wiring box and Art Fault Defector PVt-30-OUTD-5 US-A PV6360UTD-5-US-A PVI-3.8 CUM S-US A PV14 2-CUM S-US A Integrated Arc Fault Detection and Interruption(-A Version) tend interrupts, -Jul data 6 subject to itrrge wMwm noun 'Capa6lLry enabled a norm-I AC vo6age and wirM1 soPoalent a Power...ilble 'Whan equlpped wnh optional X switch and W firing Bor " CSA CSA Group VP Group Certificate ®f Compliance Certificate: 2096477 Master Contract: 173688 Project: 2682842 Date Issued: November 28, 2013 Certificate: 2096477 Master Contract: 173688 Project: 2682842 Date Issued: November 28, 2013 Issued to: Power-One, Inc APPLICABLE REQUIREMENTS 3201 E Harbour Dr Phoenix,AZ 85034 CSA-C22.2 No.107.1-01 - General Use Power Supplies USA *UL Sid No. 1741-Second Edition - Inverters,Converters, Controllers and Interconnection System Equipment Attention: Mr. Robert White for Use With Distributed Energy Resources (January 28,2010) UL 1699B - Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection(Issue Number 2, The products listed below are eligible to bear the CSA January 14, 2013) Mark shown with adjacent indicators 'C' Qnd 'US'for CSA TIL M-07 - Interim Certification Requirements for Photovoltaic (PV)DC Arc-Fault Protection (Issue Number 1, March 11, 2013) Canada and US or with adjacent indicator 'US'for US only or without either indicator Or Canada only. *Note: Conformity to UL and Second Edition (January 28, 2010) includes compliance with applicable 17 f y requirements of IEEE 1547 and IEEE 1547.1 Issued by: Rob Hempstock,AScT. CP us PRODUCTS CLASS 5311 09 -POWER SUPPLIES -Distributed Generation Power Systems Equipment CLASS 5311 89 - POWER SUPPLIES -Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models PVI-4.2-OUTD-US,PVI-3.8-OUTD-US,PVI-3.6-OUTD-US,PVI-3.0- OUTD-US, PVI-4.2-OUTD-S-US,PVI-3.8-OUTD-S-US,PVI-3.6-OUTD-S-US,PVI-3.0-OUTD-S-US, PVI-4.2-OUTD-S-US-A, PVI-3.8-OUTD-S-US-A, PVI-3.6-OUTD-S-US-A, PVI-3.0-OUTD-S-US-A, PVI-4.2- OUTD-US-W,PVI-3.8-OUTD-US-W, PVI-3.6-OUTD-US-W and PVI-3.0-OUTD-US-W; provided with two DC input channels,permanently connected Notes: 1. All above models in this series may include expansion board with wireless antennae option and will be identified with model designation including"—Z"suffix. 2. For details related to ratings,reference should be made to the CSA Certification Record, Appendix 1 or the Descriptive Report. DQD 502 Rcv.2012-05-22 Pzgc'2 DQD 50]Re¢2012-OS-22 Page: I CSA s� Group Do Group ICertificate:F2644945 Master Contract: 173688 Project: 2644945 Date: July Letter ®f Attestation Previous Series Inverter models that compare with-A Series Inverter models Document: 2644945 Master Contract: 173688 PVI-5000(6000)-OUTD SERIES INVERTER A SERIES INVERTER PVI-5000-OUTD-US 208/240/277 PVI-5000-OUTD-US-A 208/240/277 Project: 2644945 Date Issued: July 16, 2013 PVI-6000-OUTD-US 208/240/277 PVI-6000-OUTD-US-A 208/240/277 Issued to: Power-One,Inc. PVI-4.2 3.8 3.6 3.0 -OUTD SERIES INVERTER -A SERIES INVERTER 3021 E. Harbour Dr. PVI-4.2-OUTD-S-US 208/240/277 PVI-4.2-OUTD-S-US-A 208/240/277 Phoenix,AZ 85034 PVI-3.8-OUTD-S-US 208/240/277 PVI-3.8-OUTD-S-US-A 208/240/277 USA PVI-3.6-OUTD-S-US 208/240/277 PVI-3.6-OUTD-S-US-A(208/240/277 PVI-3.0-OUTD-S-US 208/240/277 PVI-3.0-OUTD-S-US-A 208/240/277 CSA Group, Certification and Testing hereby confirms that it has completed an evaluation oJ' 2. The PVI-5000(6000)-OUTD SERIES INVERTERS were previously tested and are currently on the CEC Photovoltaic Utility Interactive Inverters, List of Eligible Inverters per SB 1 Guidelines. These tests are also representative for the `-A' series models and no additional testing was deemed necessary. Models PVI-5000-OUTD-US-A&PVI-6000-OUTD-US-A; 3. The PVT-4.2(3-6)(3.0)-OUTD SERIES INVERTERS were previously tested and are currently on the CEC Models PVI-4.2-OUTD-S-US-A, PVI-3.8-OUTD-S-US-A,PVI-3.6-OUTD-S-US-A&PVI-3.0-OUTD-S-US-A. List of Eligible Inverters per S131 Guidelines. These tests are also representative for the `-A' series models and no additional testing was deemed necessary. CSA Group, Certification and Testing hereby attests that the product identified above and described in CSA reports 1841082 and 2096477 complies with the following standards/tests, 4. The PVI-3.8-OUTD SERIES INVERTERS were previously tested in CSA project 2615650,July 3,2013 to the extent applicable: and are waiting to be listed on the CEC List of Eligible Inverters per SB 1 Guidelines. These tests are blso representative for the `-A' series models and no additional testing was deemed necessary. The testing of the subject inverters was completed according to the following sections of the test protocol entitled "Performance Test Protocol for Evaluating Inverters Used in Grid-Connected Photovoltaic Systems"prepared by "Sandia National Laboratories,Endecon Engineering,BEW Engineering, and Institute for Sustainable Issued by: Technology",dated October 14, 2004 as modified by the"CEC Guideline for the use of the Performance Test Protocol for Evaluating Inverters Used in Grid-Connected Photovoltaic Systems- (draft for immediate use)" prepared by ICEMA-Xenergy, and BEW Engineering, dated March 1, 2005 with deviations according to the requirements of the California Energy Commission New Solar Homes Partnership Guidebook 2nd edition (CEC-300-2007-008-CMF),Appendix 3, Section B—"Inverters": • Maximum Continuous Power • Conversion Efficiency • Tare Losses Notes 1. The above 'A' series models are similar in construction to Power-One's previous Certified PV Utility ---------------------------------------- Interactive Inverter series models, except for PV DC Arc-Fault Circuit Protection (see below table for Rob Hempstock,AScT model comparison). THIS LETTER OF ATTESTATION DOES NOT AUTHORIZE THE USE OF THE CSA MARK ON THE SUBJECT PRODUCTS. QUOTATIONS FROM THE TEST REPORT OR THE USE OF THE NAME OF THE CANADIAN STANDARDS ASSOCIATION AND CSA GROUP OR ITS REGISTERED TRADEMARK,IN ANY WAY,IS NOT PERMITTED WITHOUT PRIOR WRITTEN CONSENT OF THE CANADIAN STANDARDS ASSOCIATION OPERATING AS CSA GROUP,CERTIFICATION AND TESTING DIVISION. DQD 507.06 Rev.2006-02-23 Installation steps for both s@curve and flat concrete tile* F rbirdp 4,500 l6s S Eger� Patent If5,146,029 hlpd�"` T Tile Roof Structural Attachment a» NEW STAINLESS STEEL ME FLASHING \' - _ STEP 1:Select a file in the area of the roof rafter. STEP 2:Remove the the by pushing and pulling. STEP 3:Using an electronic stud finder(recommended), The patented IlleTrocm attachment allows for a structural roof rafter connection with optimal II is usually held in place by a small nail. or other cacaos,locate the rafter center. attachment stud location adjustobiBry.Design results in the best looking systems in the industry. Mark a reference point on the file above. Tile Trac a f»r a-curare Trac' concrete the �, c file �� <' ' ' (6" Taff Tbnaded Saud) 0" Stud) r r- Part/TT•1846 Part i T14T4 Tip: Drill 3/1 "plot hole. Use a cordless'mpoct wrench,. I Step 4:Seal the initial mile nail hole.Using a 3/16' Step S:Insert the log bob and washer through Step 6:Using a 1/2"so",install the lot bolt until drill bit and drill guide(F1 Drill),drill pilot hole the TilsTrorm and apply fresh compatible seemed.Do not oxrtghien.The sealant should flow mop along the rafter center sealant to the base. outward sealing any holes. •Eeraw and!wrest ocist waterproof We roof •Indudes Stainless Steel hie flowhismar and aaaehmaet Staiallea Steel log bob ' Use a R0111119 Hoomer drill •Oren 15 years of industry preferred single lag •Altnairwm and Skinless Steel coasponeMs For ' for a 5 gill tlme. aanndd bob design maximum corrosion resalance strength , ;fd p kbprpq f and lead teemed •large raOf gllrfaM CMMaCt area ewelgt Step T Alter bating the base to the roof,slide the upper carriage Step e:Replace the file by lining up the snap lines Step 9:Using a 1/2'carbide drill bit and ROTARY HAMMER into• the correct positon under the crown of to file.For Fiat tile, and mark the drill locafion accordingly. DRILL in hammer mode,drill through the tile.See online •Comparessim sealed at wedetloymeat and fop domes load slide the upper confuse near the middle of the file. video at www.prosolar.com for details. The I'skRare Design �� 4 • � Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the tile (the crown) where water does not Row. Without ll ileTl ac' With h A ile;Il)L'ac Water flows High Point/ — �s r Crown in the Valley A w Sealed at fop of file Y of she TileTip: •J� � of the Tile p m ) Bind " nu to t fk Support 6„i Support Rail of stud prd to roof Step 10:Insert threaded stud through file and hond-ighten Step 11:Unbind nuts and remove from stud.Apply Step 12:Fasten rail with lower and upper to engage with base.Bind two 3/B'nuts(included)using scalart around stud at file opening and compress 3/8"nuts/washers as shown. 9/16'wrenches and tighten. with Stainless Steel flashing(included)until seated. L 4 --� TileTroc®— 1, 7 V 'Not recommended for clay or slate ties. 1 / ' ; ,% assembM 1 l% @Professional Solar Products, Inc. Mar. 2011. TileTrac is a registered trademark and covered under Pat. N5,746,029 '' Not structurally Se chyme i 1/ sfrudura y L, Rafter onoched to they rafter underlayment Rafter attached fo the rafter USEING- TW �S ONr Tile TraC attachments te talnrhTl t,�,dr _ integrated with Fast Jack'attachments Roof (r hIntegr w� l m installed with 1lk allarhrmcul RoofTrac 7bepa"ied Roof7!•ae'solem installed with the Fast jack' an ideal solution for uxulyding on a file rexf. attachment methodprovides an ideal solution for inatalladiores rtrhicrec ilk,lxxvillditl ql brokm flee and litiking rvo%, allou•iµc The Original "Top-Down" PV Mounting System, "ore aflashing is desired. 7hePast jacks is also tbesolar induariag lbe inslatto-to make structural auachmenb•to A,rot f rafts: preferred method of attachment for new construction roofs. 7hc installed wllhdx rrllntars�larsupJKnlraiLs to be at#usled to compensrde for uneren rx)fs. Moor n.c®v fat l.tk"protected eater Rtmt M6,D60,e91 V Otker patmb pending. • Roof Tractb V Wt Jack'ptawcted a Tile Trot®prolitted Dodo htmt N3,6"". ' - ►atmt 06-W,491 V Wier patents 7Re Trace)prolected under ham!/S O r �� •• ,art 1`. The Rea fizi:r anacbm mi provides a quick and strong installation solution. Ourpatented dengnplaces The bolt direct! Y under the stancbfon post where it Provides the most support Tbis jea- ,. lure allows standard roof flasbmgs to lay flat on the roof deck. The " removable post allows flasbings to _ be slipped over the base without 7be Roof 7tao"'support rail um designed damaging surrounding composi- , lion shingles. _� \., �• to conced all aftarbntew hardware. ,Je AU connections are made inside the support 1 rail bidden from view 'tA 7be We 7hw@ aAwhment system is Illustrated above is bow the Fasi f uii' j. Illustrated above is how the 1fle 7Yaca AU eapasad aluminum it fully anodized!o aaacbmen!seamless! mle ales with All adarbment hardware is concealed tbeperfect basefor surface mounting on module manufacturer ions. y "bin the t rail feavin an attachment seamlessly integrates with the composition roofs!It has over 10 sq.inches f the Roof 7fao"mounting system. aesibelicaUy support solar anay. Roof 7W 'mounting system. of base to prevent damaging delicate composition shingles. Patented Slide-N-Clamp Fully integrated, andpatented, damping system Splice p lies Kit actually changes the sh uduralpropertles of the 7be splice kaprotndes a solution to rigidly lock multiple rail System aluminum channel making it signilkandy stronger sets together. 7be splice kit has a feature that allows for iber- " \ �° Ibis design allows solar modules to be installed at a lower mal expansion/contraction of the rails wftboul damagmg profile to the roof providing a more aesthetically pleasing the roof-top! installation. professional Module clamps are specifically designed, extruded and SOt A engineered for each specific module frame. Our innovative professional (800)84-SOLAR For more information you LAR / (805)383-080E-fax clamping system provides inward tension on the module SOLAR can visit us on the web at prOCfUCCS- 4630 Celle Quetzal -- frame securing the laminate in the frame. products- Carnardlo,CA 93012 www.RoojTrac.com