Loading...
PMT14-00988 City of Menifee Permit No.: PMT14-00988 29714 HAUN RD. LA? MENIFEE, CA 92586 Type: Residential Electrical MENIFEE Date Issued: 06/15/2014 PERMIT Site Address: 27832 DOREEN DR, SUN CITY, CA Parcel Number: 335-401-036 92586 Construction Cost: $13,000.00 Existing Use: Proposed Use: Description of PV SOLAR ROOF MOUNT SYSTEM 8 MODULES, 1 INVERTER, 2.0 kW Work: Owner Contractor ENRIQUE JIMINEZ A S ELECTRIC 27832 DOREEN DRIVE 10530 CLANCEY AVE SUN CITY, CA 92586 DOWNEY, CA 90241 Applicant Phone: 3103500514 A S ELECTRIC License Number: 944493 10530 CLANCEY AVE DOWNEY, CA 90241 Fee Description (3,yt Amount 1$1 Solar Re§ideht (oT`S ail Com" rclalr ' i, 52OOY Building Permit Issuance 1 27.00 d Additional Plan Review Electrical 129 129.07 SMIP RESIDENTIAL 1 2.00 $540.14 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. AA_Bldg_Permit Templatespl 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 C gp 5 License No..A44_T3 who builds or improves thereon, and who contracts for the projects with a Expires" Signature A 14Z) __ licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ lam exempt from licensure under the Contractors'State License Law for the ❑ I 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 y��/ have and will maintain workers' compensation Insurance, as required by Business and Professions Code,is available upon requestwhen this application is secfion 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:http'//www.leginfoxa.gov/caI aw html. permit is issued.My workers'compensation insurance carrier and policy number are: Property Owner or Aut prize Agent Date Carrier( (A J..7,P f of C rZLHioa Expires Policy# _q �c-7U) 6Q�.�f,-�j 6gg El By my Signature below, I certify to each of the following: I am the property Name of Agent 5 �rr[} 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 representatives of this city or county to enter the above- El I certify that in the performance of the work for which this permit is issued,I identified property for the inspection purposes, shall not employ any persons in any manner so as to become subject to the g ^�` ej/ workers' compensation laws of California, and agree that if I should become Y� J 4 subject to the workers'compensation provisions of Section 3700 of the labor Propert Owner or Authorized Agent Date Code, I shall forthwith comply with those provisions. !1 City Business License# Date; 3-1 S e /4 Applicant; �J WARNING: FAILURE T 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, ❑YES OCCUPANT HANDLE A HAZARDOUS MATERIAL OR A DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS INFORMATION GUIDE? I hereby affirm that under the penalty of perjury there is a construction lending 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 GUIDE LINES OWNER BUILDER DECLARATIONS PRINT NAME: I hereby affirm under penally of perjury that I am exempt from the Contractor's 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 I HAVE READ THE HAZARDOUS MATERIAL provisions of the Contractor's State License Law (Chapter 9 (commencing with 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($500).) CODE, SECTION CTI ON 25505RIALF�E5533PO�Y AND 25534 CONCERNING HAZARDOG. ❑ I, as owner of the property, or my employees with wages as their sole compensation,will do ( )all of or ( ) porting of the work, and the structure is PROPERTY OWNER ORAUTHORIZED AGENT not Intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement Is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF MENIFEE PLCK No: PermitAM ,it No: 29714 Haun Road Bullding & Safety Dept. Date: Date: Menifee, CA 92586 5 I in Phone: (951)672-6777 MAY 0 1 2014 Arai Amount 1u Fax:(951)679-3843 1� Ck#: Ck#: Building Combination Permitceived To Be Completed By Applicant Legal Description: manningCase: F: L: Rt: R: Property Address: U - Assessor's Parcel Nu her. 77LL Ll D� - Project/Tenant Name: 06LA Unit M Floor#: VAddrass, Phone No. 1 Unit Number Zi Code s:tl �� � Fax NO. ppcant 5 ^ C1 p N unit Number Zip code Entail Address: Name: ry� tPhone No. D FaxNo. Contractor Address: U�. �OUJ{� Stare Zip Code Contra 's City State o License No. Classification Number of Squares: Square Footage Description of Work: V,I .CO))-- 9� A U /f ,- S Cost of Work:$ 1 r� 0o Applicant's Signatu 1T {( l00 Date: Q� jl. -To Be Completed By City Staff On y - . Indicate As R-Received or N/A-Not Applicable - — 9-Com0e1esselSof fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Geo Tech/Soils Report(on cd only) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 8 '/,x 11) ❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Structural Calculations ❑ Single Line diagram for elec,services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan&Details ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration' Addition' Work Type: Means/Methods Repair' Retrofit' Revision to Existing Pemilt' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: 4 Units: N Stories: Will the Building Have a Basement? Y of N Bldg.Code Occupancy Group Indicate Indicated Indicate all Geo-tech.Haz. ZonePP Completion: Y: At Project Construction Sprinklered YES or NO that apply: Coastal Zone Type(s): C Of o Noise Zone Required? YES or NO Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board =Landmwkomm. Planning Comm.Zoning Administrator Fee Exempt. City Project Elec.Vehicle Charger Seismic Retrofit Special Case:eldqnrfd.1A pmeai Expedite Project(s): Child Care City project n 9 Landmark Affordable Housing For Staff Use Only 6uildin lSalely Parmll Specialist Ciry Punning Civil Fngineerm9 IEPWM-Admin Transportation hlgmt. Rent Convol THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY Pool 1201 N. Tustin Avenue Ron Lacher, R.C.E. L engineering Anaheim, CA 92807 ' Fax. (714) 630-6114 Phone.' (714) 630-6100 STRUCTURAL ANALYSIS REPORT FOR O y of Menifeee�""���� SOLAR PANEL ADDITION Ruild nr & Safety}�pf_�O O Q� Rem Q 9 Q AT ���0 Q\a04 THE XMINEZ RESIDENCE o 27832 Doreen Dr *PQQ�°�a\°tiaaaa°�aS Sun City, CA,92586-2315 �Qy a ES 00 � Fyc cc 56 * XP.6/3012015 FOR s c1viL s C AS ELECTRIC OF AUFe�a 10530 Clancey Ave Downey, CA, 90241-2830 ( :r DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 4/30/2014 5:51 PM Page 1 of 13 Weanasv2\Pool\Projects Solar\2014\0690-14 Residential\14-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 Pool POOL ENGINEERING INC. By: R. McPherson engineering Location: Sun City,CA,92586-2315 Date:4/30/2014 Job#14-0690 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 / Ca��tJ dL �A0 �1an�Ql SQ`0\2 4/30/20145:51 PM Page 3 of 13 \\peanasv2\Pool\Projects Solar\2014\0690-14 Residential\14-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 pool POOL ENGINEERING INC. By: R. McPherson engineering Location:Sun City, CA,92586-2315 Date:4/30/2014 inc. Job#14-0690 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. O 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. S) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES,O WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTIONAND/ORFA RIICATION OF THE WORK. ��0bea )�vyap�aOS��� 4/30/20145:51 PM Page 5 of 13 \\peanasv2\Pool\Projects Solar\2014\0690-14 Residential\34-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 Pool POOL ENGINEERING INC. By: R. McPherson engineering Location: Sun City, C&92586-2315 Date:4/30/2014 Inc. ,job#14-0690 PROJECT DATA: Project Location: 27832 Doreen Dr Sun City,CA,92586-231S Existing Residence: Roof Area: 1400 ft' Upper Floor Area: 700 ft' Lower Floor Area: N/A Number of Stories: 2 I Site Properties: Latitude: 33.717 Longitude: -117.21 Ss= 1.5 (g)0.2s Spectral Response Acceleration S1= 0.6 (g)1.0s Spectral Response Acceleration 31 ad Site Class: D (ASCE 7-10,Section 11.4.2) y 6" Fa= 1.00 Site Coefficient(ASCE 7-10,Table 11.4-1) ,ORCQ� Fv= 1.50 Site Coefficient(ASCE 7-10,Table 11.4-2) Sos= 1.0000 Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) Sol= 0.6000 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: REC Model: REC250 Weight: 2.73 p.s.f.(including mounting system) Installed Area: 141.92 ft' Design Criteria: C.B.C.2013 ASCE 7-10 Design Methodology: Perthe 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. 4/30/2014 5:51 PM Page 7 of 13 \\peanasv2\Pool\Projects Solar\2014\0690-14 Residential\34-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 lzpool POOL ENGINEERING INC. By: R. McPherson engineering Location: Sun City, CA,92586-2315 Date:4/30/2014 inc. Job#14-0690 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 Rafters @ 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.c. 15.0 p.s.f. 2x Partitions(finished) 3.6 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.2 p.s.f. Misc. 34 p.s.f. Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f. (Table 1607.1 of C.B.C.2013) Floor Live Load (Existing- If Applicable): 40 p.s.f. (Table 1607.1 of C.B.C.2013) Roof Dead Load (Proposed): 2.7 p.s.f. REC REC250 solar panels and mounting system 21 p.s.f. Existing Roof Dead Load 23.7 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 = 57400 lb. Total Proposed Roof Load= (DI-proposed+LLproposed)Areapmpo.ed+ (DLroof+ LLroof) (Arearoof-Areaproposed) 54949 lb. Demand Increase — [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Loadjx100 Results: NET DECREASE IN GRAVITY LOADS ==>OK 4/30/20145:51 PM Page 9 of 13 \\peanasv2\Poo]\Projects Solar\2014\0690-14 Reside ntial\14-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 pol POOL ENGINEERING INC. By: R. McPherson— ' - engineering Location: Sun City, CA,92586-2315 Date:4/30/2014 in Job#14-0690 LATERAL LOADS (Seismic): Seismic Design Parameters: Ie= 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= 0.600 is 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: T= Ct (hn) Approximate Fundamental Period(ASCE 7-10,Eqn.12.8-7) where: Ct= 0.02 x= 0.75 hn= 32 (ft.)Height to Highest Level T= 0.269 (5) 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) = 0.154 Cs max= (SDS le)/(T R) Maximum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-3) 0.572 ((:s min)' 0.010 Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5) (Cs min)z= 0.0441 SDS Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5-supplement 2) 0.026 (Cs min)3= (0.5 St le)/R Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5-supplement 2) 0.046 Cs= 0.153847 Seismic Base Shear(ASCE 7-10,Section 12.8-1.1) See next sheetfor Lateral Load Distribution Tables 4/30/20145:51 PM Page 30 of 13 \\pea nasv2\Pool\P rojects Solar\2014\0690-14 Residentlal\14-0690 SOLAR PANEL CALCS.XIsx OPool Engineering,Inc.2014 Pool I POOL ENGINEERING INC. By: R. McPherson engineering Location: Sun City, CA,92586-2315 Date:4/30/2014 Inc. Job# 14-0690 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 Wx h k Level (ft) hx(ft) (ft) Seismic Wx(k) Wx hxk x k FI(K) VI (K) Mass(psf) FWI hi Roof 16 25 1400.0 21.0 29.4 735 0.77 6.34 6.34 Upper 9 9 700.0 34.0 23.8 214.2 0.23 1.85 8.18 Lower 0 0 N/A N/A N/A 0 0,00 0.00 0.00 Existing Base Shear= 8.18 PROPOSEDSTRUCTURE Level Story Height Storh ft Area Story Seismic Panel Area Panel k Wx hxk (ft) x( ) z Mass(psf) (ft) Seismic Wx(k) Wx hx g Fi(K) VI (K) (ft) Mass(psf) 2WI hI Roof 16 25 1400.0 21.0 141.9 2.7 29.8 744.69 0.78 6.40 6.40 Upper 9 9 700.0 34.0 N/A N/A 23.8 214.2 0.22 4Shear 8.24 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 Proposed Base 8,24 Demand Increase - [(Proposed Base Shear- Extg. Base Shear)/Extg. Base Shear)x100 - 0.73°fo Results: INCREASE LESS THAN 10% ==> OK 4/30/20145:51 PM Page 11 of 13 \\peanasv2\Pool\Projects Solar\2014\0690-14 Residential\14-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 T — Pool POOL ENGINEERING INC. By: R. McPherson` s ' engineering Location: Sun City, CA,92586-2315 Date:4/30/2014 — in- Job# 14-0690 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec.30.5,ASCE 7-101 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,,= 1 Topographic Factor(Section 26.8.2,ASCE 7-10) Zone= 2 Roof B= 22.7 deg Area= 142 sq.ft. 13'�o3o= 31.9 p.s.f Net Wind Design Pressure,Eqn.6-2,ASCE 7-10 p1, W P„,3o =(1.45)(1)(31.9 p.s.f.)=46.255 p.s.f. (p�er)aeagn= 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) At,= 10.9 sq.ft. (panel area tributary to each lag screw) D= 2.7 p.s.f. (panel dead load) W= 46.3 p.s.f. (design wind pressure) , Pi,g= FS*Atay*(0.6D-0.6W) =(1)(10.9sq.ft.)I(0.6)(2.7p.s.f.)-(0.6)(46.3p.s.f.)] =285.41b.(withdrawal force applied to each lag screw) DIAi,g 5/16 in. (lag screw diameter) Dpen= 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) Cc= 1.6 (load duration factor,2012 NDS) C,= 0.7 IN'= Cc*Ct*W =(1.6)(0.7)(266 Ib./in.)=297.92 lb./in. (adjusted withdrawal value) Paaow= D,.�*W' =(2.5 in.)(297.92 lb./in)=744.8 lb. Results: DEMAND=285.4 lbs. < CAPACITY=744.8 lbs. ==>OK 4/30/2014 5:51 PM Page 12 of 13 \\peanasv2\Pool\Projects Solar\2014\0690-14 Residential\14-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 pool POOL ENGINEERING INC. By: R. McPherson engineering Location: Sun City, CA,92586-2315 Date:4/30/2014 Inc. Job#14-0690 SUMMARY: GRAVITY LOADS: DECREASED BY-4.46% __> OK LATERAL LOADS: INCREASED BY 0.73%< 10% __>OK WIND UPLIFT: DEMAND = 285.4 Ibs. < CAPACITY= 744.8 Ibs. __> OK USE 5/161n. DIAMETER LAG SCREWS @ 48in. O.C. W/2.51n. PENETRATION INTO EXISTING FRAMING MEMBER,TYP. 4/30/2014 5:51 PM Page 13 of 13 \\pea nasv2\Pool\Proj ects Solar\2014\0690-14 Residential\14-0690 SOLAR PANEL CALCS.xlsx ©Pool Engineering,Inc.2014 PROJECT SITE: ALL WORK TO COMPLY WITH THE SHEET ORDER ENRIQUE JIMINEZ FOLLOWING CODES: 27832 DOREEN DR PV 1 : SITE PLAN, VICINITY MAP a SUN CITY, CA 92586 2013 CA BUILDING CODE HOUSE PHOTO �l 951 .445.6426 2013 CA RESIDENTIAL CODE PV 2: ROOF PLAN, SECTION DETAIL v o 2013 CA MECHANICAL CODE PV 3: ELECTRICAL LINE DIAGRAM PROJECT SCOPE: 2013 CA ELECTRICAL CODE AND NOTES 8 X 250 ROOF MOUNTED PV MODULES 2013 CA PLUMBING CODE o c PV 4: REQUIRED SIGNAGE '�J► > Pm � v SYSTEM SIZE: 2.000 kW DC STC 2013 CA ENERGY CODE ELECTRICAL CALCULATIONS o a w o ARRAY AREA: 150 FT12 2013 CA FIRE CODE z O w M ro NEW 200A MAIN SERVICE PANEL 2 Z) Co 0 Co t n Q r U v PROJECT SITE A City of t W $ s Building & Safeafety Dept. (N) 3/4" EMT CONDUIT °" ""' DC SOURCE CIRCUIT MAY 0 7 2014 > cD R°""pd _ EXTERIOR ONLY } o Slef!W M'y o Q (N) INVERTER Received 5 � Q Q U J } (N) SOLAR AC DISCONNECT � � o z m Angel Goa,dieo a t r L -��.i (`1 z W m 3 J A",i. (N) 200A MAIN SERVICE 00o00 ,._alIBIA U a 0 0 PROPERTY LINE w z — 1 VICINITY MAP j ���� P\/\/-1 w 31'-11" i '� 0 ARRAY LOCATION a 31'-6" �� ��Q�c, �C N FRONT BACK t�, SQL z .a YARD 1 YAF�;� F P\, PROPERTY LINL L-k 0 d c� to rn 1 i Q Q w � U) 0) G ei S� o s (N) 8 PV PANELS w �> x Qo 2�HOUSE PHOTOPHOTO 33 SITE PLAN WITH ROOF PLANPLAN WITH ROOF PLAN o o PV-1 N PV-1 SCALE: 1" = 20'-0" N PV 1 ARRAY & ROOF INFO U (N) 3/4" EMT CONDUIT U m U ri DC SOURCE CIRCUIT ROOF TYPE: CONCRETE S TILE � > E o � EXTERIOR ONLY ROOF FRAMING: 2 X 4 TRUSS @ 24"O.C. o w0 �L'ucLo:lf ROOF AZIMUTH: 180' Z ; ul Co (N) INVERTER (D o ROOF SLOPE: 18' CD U)i ¢ M v (N) SOLAR AC DISCONNECT NOTE: THERE SHALL BE AT LEAST 6"SPACING N BETWEEN PLUMBING SEWER VENTS EXTENDING ( ) 200A MAIN SERVICE THROUGH THE ROOF AND SOLAR PANELS ROOF FACE: R1 ROOF PANEL AREA: 150 FT12 ROOF FACE AREA: 1100 FT12 I COVERAGE: 14% w c' ¢ o � U � � Z U U U � � w0wrn 3 R1 o oo0 n U Q - U (N) 16 ATTACHMENTS @ 48" OC MAX SOLAR PANEL (N) 8 Pv° PANELS END OR iVIiD CLAMP ROOF TRAC RAIL_ oo 1 ROOF PLAN w w o N PVPV 2 SCALE: 1"=20'-0" N CONCRETE S TILE z w < co N TILETRAC�� � 0 } m w � n0LzL6 R 0 0 F Si ecETING L o C'r U Usz ¢ ofzr.� � "n MODULE TYPE, DIMENSIONS & WEIGHT 2X4 TRUSS @ 24"OC- -� a_ w N 5/16" X 3 1/2" LAG BOLT z W MODULE TYPE: REC, REC250PE BLK W./MIN 2 1/2" PENETRATION 3 MODULE WEIGHT: 39.6LB , °o � Li MODULE DIMENSIONS: 65.5"X39" = 17.7 SF ~ if a C) v UNIT WEIGHT OF MODULES: 2.2 PSF 2 CONNECTION DETAIL u; Q o PANEL WEIGHT PER ATTACHMENT: 23.0 LB PV_21 0 0 Of PV 2 WIRE/CONDUIT SCHEDULE MODULE SPECIFICATION CONDUCTOR CONDUIT MAKE REC TAG DESCRIPTION TYPE/SIZE SIZE/TYPE NOTES MODEL REC25OPE BLK PEAK POWER 25OW U 1 ARRAY TO TRANSITION BOX #10 AWG PV WIRE N/A FREE AIR RATED VOLTAGE(Vmp) 30.1 V 2 TRANSITION BOX TO INVERTER #10 AWG THWN-2 a'EMT RATED CURRENT(Imp) 8.23A U 3 INVERTER TO AC DISCONNECT #10 AWG THWN-2 "EMT OPEN CIRCUIT VOLTAGE(Voc) 137.1v Fn SHORT CIRCUIT CURRENT(Isc) 8.80 �! Oo U C6 4 AC DISCONNECT TO MSP #10 AWG THWN-2 -0" EMT MAX SERIES A VD 'j 0) 5 BARE COPPER.WIRE #8 AWG SOLID N/A FREE AIR NVERTER SPECIFICATION Q U o Worn 6 EQUIPMENT GROUND #8 AWG THWN-2 4'EMT INVERTER AKE ABB (WZ9 LLl M m INVERTER MODEL PVI-4.2-OUTD-S-US-A Z) N U U) U) < nC) MAX. DC VOLT RATING 600V GENERAL ELECTRICAL NOTES: MAX.AC APPARENT POWER 420OW 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. NOMINAL AC VOLTAGE 240V 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT MAX AC CURRENT f 20A AND SHALL COMPLY WITH NEC. AR TAILS 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 60OV, 90°C, UNLESS OTHERWISE NOTED. NO. OF MODU STRING 8 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR NO. OF STRINGS 1 W ,r o TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. N 5.ALL CONDUCTORS, EXCEPT USE-2 OR PV WIRE SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. ARRAY WATTS AT STC - 2.000kW } U CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. MAX.VOLTAGE 321.OV O U U Q rn 6.ALL CONDUIT SHALL BE MOUNTED ON THE EXTERIOR UNLESS OHTERWISE NOTED. F Ix Z U .� 7. RACKING AND MODULES ARE GROUNDED VIA A CONTINUOUS#6 AWG COPPER CONDUCTOR, GROUNDING W V W rn WASHERS, GROUNDING LUGS AND/OR BONDING JUMPERS. 8. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC NOTE: IF THE EXISTING MAIN Z W co � m 9. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQD PER SEC. R314&R315 OF SERVICE PANEL HAS THE MAIN O U `f) O U THE CALIFORNIA RESIDENTIAL CODE(CRC) BREAKER LOCATED IN THE (N)MAIN SERVICE PANEL U Q r U 10.ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR MODULES, UL 1741 FOR INVERTERS 200A, 240VAC, 1 PHASE 11. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM MIDDLE OF THE BUSS BAR, 12.WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ LINE Ti iEN THE MAXIMUM COMBINED AND LOAD OVERCURRENT DEVICES (N)UTILITY 13.ALL EXTERIOR CONDUIT, FITTINGS AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET ALLOWED IS 100 PERCENT O BI-DIRECTIONAL LOCATIONS ACCORDING TO NEC 314.15 ENERGY METER 14.ALL METALLIC RACEWAYS SHALL BE BONDED AND ELECTRICALLY CONTINUOUS ACCORDING TO NEC 250,90, OF THE BUSS BAR RATING, 250.96 NOT 120 PERCENT. fio 15. GROUNDING BUSHINGS ARE PERMITTED AROUND PRE-PUNCHED CONCENTRIC KNOCHOUTS ON THE DC SIDE OF THE SYSTEM, NEC 250.97 MAIN 16.THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUIS EXCEPT FOR SPLICES OR JOINTS AT OCPD �� Q BUSBARS WITHING LISTED EQUIPMENT, NEC 250.64(C) (N)SOLAR OCPD 2 POLE O�'QQ` e PVI-4.2-OUTD-SAUS-A 240VAC,DISCONNECT 2 POLE `�_`` DC INTERFA 420OW,97%CEC, J NEMA 3R, UL LISTED P`_ ccv corn ��0A DC DISCONN 240VAC,20A AC INTERFACE KNIFE BLADE TYPE DC+ `�J M PPT1 P � N JJJ \eae JS DC- LI 3 4 25A,2 POLE ,.p.L STRING 1 i J-BOX z DC+ NQ\aoS�aotiao�VQ-�o � aQ 8 PV PANELS p MPPT2 G o \oy\,�eS�;p\0\�on`ey �S 5 �— ----- ------ J 1# 5 5 .pQQ �a\o\, �aa�a `\o�. F Q a OpQSa o�Q\� Q w (E) UFER GROUND W6' p01�� UNGROUNDED ARRAY GROUNDING ELECTRWfPV 3 _ REQUIRED SIGNAGE 1. LABEL FOR JUNCTION BOX: 690.35(F) AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN AC CONDUCTOR AMPACITY CALC'S WALL CONDUIT WITH THE FOLLOWING WORDING: # OF INVERTER: 1 WARNING! ELECTRIC SHOCK HAZARD EXPECTED MAX AMBIENT TEMP. (°C): 40 , IF A GROUND FAULT IS INDICATED, NORMALLY ARNING: PHOTOVOLTAIC POWER SOURCE TEMP. CORR. PER NEC TABLE 310.16: 0.91 o GROUNDED CONDUCTORS MAY BE UNGROUNDED U CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 AND ENERGIZED THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER # OF CURRENT CARRYING CONDUCTORS: 2 U IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 p 0) 2. LABEL FOR SOLAR DC DISCONNECT: 690:53 THE SERVICE PANEL CLOSED CIRCUIT CONDUCTOR AMPACITY: 40A o OPERATING CURRENT: 8.2 ADC 6. ON ALL INVERTER AND EXTERIOR PV CONDUIT, Z lo � M 20 REQUIRED CIRCUIT CONDUCTOR AMPACITY w OPERATING VOLTAGE: 241.6 VDC RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND PER NEC TABLE 690.8(B): co q o U MAXIMUM SYSTEM VOLTAGE: 321.0 VDC JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING: 1.25 x MAX INVERTER OUTPUT CURRENT X# OF INVERTER MAXIMUM SYSTEM CURRENT: 11.1 ADC 1.25 x 20 x 1 = 25A CAUTION SOLAR CIRCUIT 3. LABEL FOR SOLAR AC DISCONNECT: 690.54, DERATED AMPACITY OF CIRCUIT CONDUCTOR 690.14(C)(2) MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS PER NEC TABLE 310.16 AND ABOVE AND/OR BELOW PENETRATIONS AND AT TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. PHOTOVOLTAIC DISCONNECT ALL PV COMBINER AND JUNCTION BOXES. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY FOR UTILITY OPERATIONS ELECTRICAL CALCULATIONS PER NEC TABLE 310.16 > CS �j OPERATING CURRENT: 20 A OPERATION VOLTAGE= 8 X 30.2 = 241.6 V 0.91 x 1 x 40 = 36.4A > 25A O.K. < a, OPERATING VOLTAGE: 240 VAC OPERATING CURRENT= 1 X 8.2 = 8.2 A 25A PV BREAKER WILL BE PROVIDED O U U < co MAXIMUM OUTPUT POWER: 4200 W U z U MAX PV VOLTAGE & CURRENT CALC'S BACKFED 120% RULE PER NEC 690 W g w rn 4. PROVIDE A PLACARD WITH THE FOLLOWING RECORD LOW TEMP.(°C): -2 120% x BUS RATING >= MAIN BREAKER + PV BREAKER J o z 66 Z W co WORDING IN 3/8" HIGH LETTERING TEMP.COEFF (%/°C): -0.270 120% x 200A>= 200A + PV BREAKER O co o O U) LABEL FOR SOLAR AC DISCONNECT: 690.17(4) OPEN CIRCUIT VOLTAGE(Voc): 37.4 PV BREAKER <= 40A U < p U MAX PV SYSTEM VOLTAGE (PER NEC 690.7) 25A <= 40A O.K. WARNING! ELECTRICAL SHOCK HAZARD =[ (-0.00270)(37.4)(-(25-(-2)) x 8 ] + ( 37.4 x 10 ) = 321.0 V DO NOT TOUCH TERMINALS. TERMINALS ON BOTH MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): THE LINE AND LOAD SIDES MAY BE ENERGIZED IN 1.25 x Isc x# STRINGS THE OPEN POSITION 1.25 x 8.86 x 1 = 11.1 A SITE PLACARD 5. LABEL FOR INSIDE MAIN SERVICE PANEL ADJACENT DC CONDUCTOR AMPACITY CALC'S ROOF CONDUIT ry � 00 Lo TO SOLAR OCPD: 705.12(D)(7) # OF STRINGS PER INVERTER: 1 w z z N CAUTION EXPECTED MAX AMBIENT TEMP. (°C): 54 POWER TO THIS BUILDING IS ALSO Q uj U m PV BACKFEED BREAKER TO BE LOCATED ON BUS TEMP CORRECTION PER TABLE 310.16: 0.76 SUPPLIED FROM THE FOLLOWING z o: BAR AT OPPOSITE END FROM MAIN BREAKER # OF CURRENT CARRYING CONDUCTORS: 2 SOURCES WITH DISCONNECTS 0 w O � m LOCATED AS SHOWN: ul 7 p - f CIRCUIT FILL CORRECTION PER TABLE 310.15(B)(2)(a). 1 , U N Nt WARNING! INVERTER OUTPUT CONNECTION CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 2 0 z 00 c" z v DO NOT RELOCATE THIS OVERCURRENT DEVICE 3 0- w " cn rn REQUIRED CIRCUIT CONDUCTOR AMPACITY FIRE DEPAR M'ENT-RL I ED SIGNAGE PER NEC 690.8 (A&B) (FROM PANELS TO INVERTER): z 1.25 x 1.25 x Isc x# PER STRING o rTHEE FOLLOWING SIGNAGE SHALL BE ACCORDING TO 1.25 x 1.25 x 8.86 x 1 = 13.8 A g �ORNIA FIRE CODE 605.11.1 THROUGH 605.11.1.4, w o z CORES,18TANT UST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN DERATED AMPACITY OF CIRCUIT CONDUCTOR < U� RIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE PER NEC TABLE 310.16 1. MAIN SERVICE PANEL N RED BACKGROUND AND ON A REFLECTIVE, WEAT. TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. 2. SOLAR DISCONNECT MATERIAL. ( } PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY 3. INVERTER w < - d 4. SOLAR PANELS PER NEC TABLE 310.16 0 Lo 0 Lu 0.76 x 1.0 x 40 = 30A > 13.8A O.K. 10 AWG WIRE IS O.K. ^` , 4 HIGH PERFORMANCE SOLAR PANELS RE[ PEAS ENERGY BLIP REC Peak Energy BLK Series panels are the perfect choice for building solar systems that combine long lasting product quality with reliable power output, RECcombines high quality design and manufacturing standards to produce high- performance solar panels with uncomprornisingq iality: � i -low MOREPOWER ROBUSTAND PER FP DURABLEDESIGN. I ENERGYPAYBACK EASYTO TIMEOFONEYEAR INSTALL i "r I f 3I3 Ii I(i i+ l tt IE I I' 6655�01 s43 w EFFICIENCY YEAR PROOOCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY US IMPORT DUTY FREE 0.43 Us o Mounting holes r s Nominal Operating Cell Temperature(NOCT) 45.7°C(+2°C) Tsmp chat Lire Coefficient of PNEE -0.40%/°C lJJ Temperature Coefficient of Vor -0.27%/°C m" vm J - --- r,� Temperature Coefficient of lsf 0.024% ! All m,e,o,,in,of, nmches ) Cell Type: 60 RISC PE multi-crystalline Nominal Power-rent,(Wp) 240 245 250 255 260 Gee 3 stringso'20 cellswith hypa cilodes Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 0/+5 Glass: 1/8"mm solargesswlth anti-reflection Nominal Power Voltage-VNeP(V) 29.7 30.1 30.2 30.5 30.7 30.9 surface treatment f Back Sheet: Double layer highly resistant polyester Nominal Power Cur rent-I4e(A) 8.17 823 830 8.42 8.50 8.58 Y g Y P Y Open Circuit Voltage-V�,t(V) 36,8 37,1 374 376 37A 38.1 Frame: Anodized aluminum(black) Junction Box: IP67rated Short CircuitCun Ent I;r(A) 875 8.80 8.86 8.95 9.01 9.08 4mm'solarcahle,35'+47 Panel Efficiency(%) 14.5 14.8 151 15.5 15,8 16.1 e Connectors: � Multi-Contact MC4(4 min ) An IyseddaCadecronstrates mat 937%of panels prod dh v torte dv Itag tl of t% nomin lu s' Origin: Made In Singapore values at standard test condum,s STC(airiness AM u tr d 1000 7m .uo n,p r t zs L), g At low'nadlance o f 200 W)m'(AM1.5 add fell temperature 25 C)atlea.t97%of they panel efFlclency will be achieved - REC24OPE REC245PE BEC25OPEREC255PE REC26OPE Operational Temperature: -40...+857 Nominal Power-PV,,(Wp) 183 187 189 193 197 202 Maximum System Voltage: 600V _ Nominal PowerVoltage-VN,vv(A) 277 28'1 2833 28.5 29.0 29.4 - 1 Design Load: 75.216s/ft'(3600 Pa)" Nominal Power Current-I,,,,_,(A) 6.58 6.64 668 6.77 6,81 6.90 33.4 lbs/fte(1600 Pa)" Open CircultV0ltage-V�,t(V) 34.4 347 35 ) 353 35.7 36,D ^Refer to installation manual Short Circuit Cur rent- ,(A) 7.03 7.08 7.12 7,21 7.24 7.30 Max Series Fuse Rating: 15A Nominal operating cell temperature NOCT(800 w/m',AM 1.5,windspe JIm/s,emblem temperature 20°C), Max Reverse Current: 15A I 1{I /� 10 year product warranty. Dimensions: 651/2 x 39 x I I/21n c UL u3 C 25 year linear power output warranty Area: - 1776 do 4 j LISTED (max.degression in performance of 0.7%p,a.). - 3961hs e 1 uL 1703,I EC 62716(ainmonla reslstance)&IEC 61701 Weight , (salt mist mrroston-seventy level 6)- Notet.All given specifics Lions are provisional data only z and subjectto changewithout notice atanytime REC is a leadingglobal provider of solar energy solutions.With more than l5year5 ofexperience,we offer sustainable,high performing ^`ice products,services and investments for the solar industry,Together with our partners,we create value by providing solutions that RE he List meet the world's growing energy needs.Founded in Norway,REC is listed on the Oslo Stock Exchange(tidrer:RECSOL)and headquartered in Singapore.Our 1,500 employees worldwide generated revenues of NOK 4,1 billion in 2012, www.recgroup.com Solar inverters • inverters • i4 to �P�SPPP_ h�2ik _ y ti 'v �m N h Fcuv3 2 �r� _ v? r 3 This family of single-phase string The high-speed MPPT offers real- Highlights: Inverters complements the typical time power tracking and improved — Single phase and split phase output number of rooftop solar panels energy harvesting. grid connection. enabling home-owners to get the most The flat efficiency curve ensures high — Wide input range for increased '::Ificient energy harvesting for the size efficiency at all output levels allowing stringing flexibility, of the property. a consistent and stable performance — The high speed and precise MPPT across the entire input voltage and algorithm offers real time power This inverter offers a dual input output power range. tracking and Improved energy section that processes two strings The transformerless operation gives the harvesting. with independent Multiple Power Point highest efficiency of up to 97.0%. — Outdoor NEMA 4X rated enclosure Tracking (MPPT). The wide input voltage range makes for unrestricted use under any This Is especially useful for rooftop the inverter suitable to low power environmental conditions, installations with two different installations with reduced string size. — Integrated DO disconnect switch orientations from two sub-arrays This rugged outdoor Inverter has been in compliance with international oriented In different directions. (For designed to be a completely sealed Standards (-S Version). example: East and West) unit able to withstand the harshest The dual input sections with environmental conditions. independent MPPT enable a more optimal energy harvesting condition. Power and productivity `or a better world"" " �. Additional highlights: - RS 485 communication interface (for connection to laptop or data logger). _ v- - Integrated Arc Fault Detection and Interruption (-A Version). c S Technical data and types Prpe code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.II-OUTD-US PVI-4.2-OUTD-US Mechanical specifications 3300 - -- -- -- 3000W 3600W 3800W 4200W Nominal output power W Maximum output power wattage 3000 3300' 3300' 3600 4000' 4000' 3300 4200' 4200' 4200 4600' 4600' W W W W W W W W W W W W Rated grid AS voltage 208V 240V 277V 208V 24OV 277V 208V 240V 277V 208V 240V 277V _Input-side(DC) _ _ -- --- - -- Number of independent MPPT channels 2 2 2 2 Maximum usable power for each channel 2000W 30OOW 3000W 3000W Absolute maximum voltage(Vmax) 800V Start-up voltage(Vstart) 200V(adj. 120-350V) Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V Operating MPPT voltage range 0.7 x Vstart-580V O> 90V) Maximum current(Idomax)for both MPPT In 80A 32A 32A 32A parallel Maximum usable current per channel 10A 16A 16A 16A Maximum short circuit current limit per 12,5A 20.OA 20.OA 20.OA channel Array wiring of fg ire landing terminals per channel 2 pairs Ion Terminal block,pressure clamp,AWG10-AWG4 Output side(DC) _ Grid connection type 10/ SpIIt- 10/ 90/ Spilt- 1PL7 10 Spilt- 1d7 Spilt- 10/ YP 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W 2W OV3W 2W 183- 211 - 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- Adjustable voltage range(Vmin-Vmax)(V) PP8V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 304V Grid frequency 60Hz Adjustable grid frequency range 57-60.5Hz Maximum current(la�.m,�) 14.5 14.5 12.0 17.2 16.0 16.0 16.0 16.0 16.0 20.0 20.0 20.0 A R.U.S ARMS ARMe APMS ARMS ARMe APMS Arm. AfiMe 'ARMe Apes ARMS Power factor >0.995 Total harmonic distortion at rated power <2% Grid wiring termination type __. _ Terminal block, Pressuremlamp,AWG10-AWG4 Input protection devices - Reverse polarity protection Yes Over-voltage protection type Varistor,2 for each channel PV array ground fault detection _ Pre start-up Riso and Dynamic GFDI(requires floating a rays) Output protection devices _- - -- Anti-islanding protection Meets UL 1741/IEEE1547 requirements Over-voltage protection type Varistor,2 it,-Le/L,-G) i 25A ' 2a Maximum ACOCPD Rating 0,A �0APM�5ARea 5ARM � 20ARM5_20ARMS20ARMS� nMe- Eficiency _ _ _ _. - --- - - -- Maximum efficiency 96.9% 97% 97% 97% CEC efficiency 9fi% - ---- Operating performance -- Night time consumption -- Stand-by consumption -_ ___ __ <@Warne -- -- -- --- Communication - - ---- User-interface 16 characters x 2 Imes LCD display Remote monitoring(1 xRS485 Incl.) _ VSN700 Data Logger(opt.) Environmental _ _ - - - --- _ - Am elr bient operating temperature range -13°F to+140°F wdh Berating ahove 122°F(60°C) Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C) Relative humidity 0-100%PH condensing Acoustic noise emission level <50 db(A)Q1 m Maximum operating altitutde without Berating 6560 ft(20001n) 1,Capability enabled at nominal AC voltage and with sufficient DC power available. 2 A88 Solar Inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD Ioo'k diagram of PVI-3,0, 3,6, 3.8. 4.2 -TL-C(JTD -- ---------- --------------------------------- ------------------; MEET1 INVERTER (DC/DC) BULKCAPS IDC/Ae LINE GRID PARALLEL INMT) --r:E+ 3 FILTER RELAY fie— f L1 INl INl —� C C`5 I N INl.11-I �� - _ —�o- 12 ' T J +' MPPT3 Y lot/DcE INz.I(+) o— RESIDUAL CURRENT NO r� DETECTION PE IN3.11Mass I i Lot i T i/fl -5 VEfl510N ___r_______ _ _____-_____I_____.._____j RrN DpQC OVAC flEMOTE CONTROL' - OSP DST +R CDN}q. CONTR. GROUND p FAULT II�� DETECTION ALARM NO 1 NO I� 'Ferns¢control ronctIon not available an Aversion L CONigOLCIRCVIT C K— PVI-4.2-OUTD-US PVI-4.2-OUTD-US a/r X Y6 So [ —200 Vtic � ,pep 11 Can y _ ABOVtic �'�yy e2'. fry A w nip o eso 1Is Ia. 3IN J096 SOW be ove NO IF. 1WW %of Road Car,Fawer ol rn ew1. ot <m neo' t` 's 1-ethnical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-Us PVI-3.8-OUTD-US PVI-4.2-OUTD-US Mechanical specificatlons Enclosure rating NESS 4X Cooling„ -- Natural convection Dimensions(H x W x D) _ _ 33.8 x 12.8 x 8 7m(869 x 325 x 222mm) -- - Weight _.._ _... <47 31b(21 3kg) Shipping weight _..... -_... <601b(27 0kg) ..... _. Mounting system _ . _ _ -- Wall bracket Trade size KOG;( e a 112")and(2oa x 1-f/4",3 places slde,front,rear) Conduit connectionS2 Side:(2)plugged 3/4"openin gs,gs, (2)Concentric KOs 3/4", 1" __ _ Back:(4)Concentric EKOs 3/h",_i Oc switch rating(per contac (ATv'j 25/600 Safety Isolation level _ _ Transformerless(floating Caay) ,Safety and EMC standard ILL 1741 1 1547, PE1547.1,CSA C22 2N, 107 1-0L1998 UL t 699 , FCC Part 16 Safet._A __. ......_ _....... __-. Class B - _.._-. y pproval Warranty Standard warranty _ 10 years Extended warranty -- 15&20 years --- - Available models Standard with DC switch floating Array PVI 3 0 OUTD-US PVI 3.6-OUTD US PVI 3 8 OUTD US PVI-4.2 OUTD US With DOswitch,wiring box and are fault detector and PVI-3,0-OUTD-S-US PVI-3.6-OUTD S US PVI 3 B-OUTD-S US PVI-4.2-OUTD-S-US interrupter Extended Warranty ', PVI-3.0-OUTD-$ PVI-3.6-0UTD S j PVI 3 8-OUTD S e .._... _ _. _ _...... P_V_I-4.. 2 OU TD 5- z When NPaa optional Dc switch and box US-A US-A US-A US-A All data la aLbjDr to ra,a etmout - ogees Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD I ASS Solar Inverters 3 z n a i Support and service For more information please contact ©Copyright 2014 ABB. All rights reserved. Specifications subject to ABB supports Its customers with a your local ABB representative or visit: change without notice. dedicated, global service organization in more than 60 countries, with strong www.abb.com/solarinverters regional and national technical partner networks providing a complete range of www.abb.com life cycle services. Power and productivity l ` for a better world"' CSA Group i crtificac of Compliance Certificate: 2708406 Master Contract: 259813 Project: 2708406 Date Issued: March 12, 2014 Issued to: ABB,Inc. 16250 W. Glendale Drive New Berlin,WI 53151 USA The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US'for Canada and US or with adjacent indicator 'US'for US only or without either indicator for Canada only. Issued by: Jocelyn Jens SProduct Group Coordinator CP US Authorized by: Lindsay Clark Operations Manager 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,PVT-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, system ratings as follows: i 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 rating, size,configuration,etc.reference should be made to the CSA Certification Record or the Certificate of Compliance Annex A. D D 507 R 20I2-05-22 Pa e l CSA= - Croup Certificate: 2708406 Master Contract: 259813 Project: 2708406 Date Issued: March 12,2014 APPLICABLE REQUIREMENTS 1 CSA-C22.2 No.107.1-01 - General Use Power Supplies *UL Std No. 1741-Second Edition - Inverters,Converters, Controllers and Interconnection System Equipment 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, January 14, 2013) CSA TIL M-07 Interim Certification Requirements for Photovoltaic(PV)DC Are Fault Protection(Issue Number 1,March 11,2013) *Note: Conformity to UL 1741-Second Edition(January 28, 2010) includes compliance with applicable requirements of IEEE 1547 and IEEE 1547.1 , i I i I i I I I I I , I D D 507 Rev.20t2-05-22 Pa e 2 CIP) CSA Group I Supplement to Certificate of Compliance r Certificate: 2708406 Master Contract: 259813 i The products listed, including the latest revision described below, are eligible to be marked in accordance with the referenced Certificate. I Product Certification History Project Date Description 2708406 March 12,2014 Multiple Listing for Power-One/ABB,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,PVI-3.0-OUTD-US-W (Alt.File No. 259813,Form A) i Multiple Listing Listee Submittor Submittor Project No Models Models Project No 2708406 PVI-4.2-OUTD-US PVI-4.2-OUTD-US 2096477 (2682842) 2708406 PVI-3.8-OUTD-US PVI-3.8-OUTD-US 2096477 (2682842) 2708406 PVI-3.6-OUTD-US PVI-3.6-OUTD-US 2096477 (2682842) 2708406 PVI-3.0-OUTD-US PVI-3.0-OUTD-US 2096477(2682842) 2708406 PVI-4.2-OUTD-S-US PVI-4.2-OUTD-S-US 2096477(2682842) 2708406 PVI-3.8-OUTD-S-US PVI-3.8-OUTD-S-US 2096477(2682842) 2708406 PVI-3.6-OUTD-S-US PVI-3.6-OUTD-S-US 2096477(2682842) 2708406 PVI-3.0-OUTD-S-US PVI-3.0-OUTD-S-US 2096477(2682842) 2708406 PVI-4.2-OUTD-S-US-A PVI-4.2-OUTD-S-US-A 2096477(2682842) 2708406 PVI-3.8-OUTD-S-US-A PVI-3.8-OUTD-S-US-A 2096477(2682842) 2708406 PVI-3.6-OUTD-S-US-A PVL3.6-OUTD-S-US-A 2096477(2682842) 2708406 PVI-3.0-OUTD-S-US-A PVI-3.0-OUTD-S-US-A 2096477 (2682842) 2708406 PVI-4.2-OUTD-US-W PVI-4.2-OUTD-US-W 2096477 (2682842) 2708406 PVI-3.8-OUTD-US-W PVl-3.8-0UTD-US-W 2096477 (2682842) 2708406 1 PVI-3.6-OUTD-US-W PVI-3.6-OUTD-US-W 2096477 (2682842) 2708406 PVI-3.0-OUTD-US-W PVI-3.0-OUTD-US-W 2096477 (2682842) I i I i D D 507 Rev.2012-05-22 page I : ,ATM Integrated with Tile Trac°attachments F i #. l S -r 4 F t v✓rc f '' i 4 b y Qrig1li �„"Tbpa�ow " 1/Mourr �ng tY3 �? a kcrqucesthepdsszbalayojlireken•dta�adl�aktngrools a�lawan� �. § It s s ! �,° r ° ,.'" ".�nht' ^�rfir' #�"t.F ttJPM2rlS�l6LLE('l0 972ake Sd iLCtll1Cll attaCbYY62nG4"te Z�Je rQO,f roe)` a ,' k P 9 4s f„ 4ri, � y � Ale,R0,ofamstaGw2htgeTleaallpwsrsplarMr�upf5vrtrrtaGS a ''to be adjus?ed to cbmp�nsdte fbfi<unevert roQfs�i " � `� ' x``"° 1 RppF:hae®H tans Jack"protectetl under Patent#6,360;491-Other patents'.pending. protected under Patent#5 646 029 ' s r~' § L� a a P� r. L _ 4 The Roof 11'ac"'sapport rail was designed _ - to conceal all attachment harduvar'e. _ All convaectioes are made nssdde The,sapport rail hidden from view. The Tile Nc©ahachment syretriag on slem is, Illustrated above is hov the perfcd base fm'surface mou the We No' All exposed aluminum ds fully anodized to attachment searnleselV integrates with the composrtaore rogfs!11 has aver 10 sal. inches module ma�rneefactur'ar,npectflcaldons. Roof Trac"'mounting syslem, of base to lwevml damaging delicate carnpon Jon shingles. 1„ Patented Slide-N-Clamp Fullyinlegrated, andpatented, clamping system actually changes the siructuralproperties of the System aluminum channel making it significantly stronger. This design allows solar modules to be installed at a lower fro t e o e p g more aesthetically p t= t � f ,l'l t the roof rovidin a � to rszrag Installation. professional ' �, Alodule clamps are specifically designed, extruded and SOLAR i engitwed for each speojic module frame. Our innovative products-- clamping 6ystem provides lnivard tension on the module fame securhig the laminate in the frame. TrdcTM Integrated with Fast Jack"' attachments Roof The patented Roof Tract„system instalted with the Fast Jack° Patent#6,360,491 attctchmerd methodprovndes an ideal solution for installations The Original "Top-Down" PV Mounting System. where aflas'hingis desired, The Fastjack®as also the solar industries preferred method of attachmentfor new construction roofs. Roof Trac®H Fast lack'"protected under _ Patent#6,360,491 H Other patents pending. The ttacO protected under Patent#5,646,029. b Y yi— r P _ u r x t ;, : .. s,, fr� .� 1{fit{ ' ,r ': � The Fitistjackz'attachtnmu provides a quick a d strong _.� irtvaallation solution. Ourp,o eitled err P _ desim places the bolt direcity wunder the stanchion postrvhere it provides the most support. This fea- 3 tore ailoeus standard v-oof;flashings io lay flat ort the roal'deck. The removable post allowsflashbigs to - s be slipped over the base without dalaging Sul lezoldingcomposi- tion sbingles. m Illitsh'ated above is how the Fast lack' attacbment searnless(y integrates ivitb dlt ahachrnent harckoare is concealed the Roof 7hac"vnottntnig gvstevn mlibin lbe support rail leaving an aestbeh'cally tleashig solar av"ray. Splice Kit � The splice kz't provides a solution to rigutly lock multiple rail ' " sets together. The s lice kit has a elture that allows or bier- sets p f f ' mal expansion/contraction of the rails without damaging the root lo!i professional (800)84-SOLAR For more information goat �,rz.;.. SOLAR (805)383-0802-fax can visit us on the web at products., Camarillo, Calla A etzal930 (� _ Camarillo,CA 93012 www.Roof7"rczc.com L � t t i _ �� Pntant#S,7Ab,024 /eTlra c Tile Roof StructuralAttachment WSTAINLESS STEEL TILE FLASHING l The patented TileTrun attachment allows for a structural raot rafter canection with optimal attachment sled knotion ud(ustahllity.Resign results in the hest looking systems to the industry, . Tile r�ac frar s-rev Tilelra 'forflat ccatacrete tale con ewe the Threaded Stud) nreaded Stud) ` Fart#Tt=18T6 Hurt#Tf•1&T4 lE r. q. _" � �+I r x s f. t �'�.��tlil ft,sf'�}# •�:P t t�. t �,w t xtl `r sastsnettwwo+stcsxstvrattsoitttiTkaaInelrkcTastatraFtsgglh€uflslgtngcsn dttctek}o3ntlt �utataiaxttt :ott l �tiarsctncinstrtsnfetrsrnjl �sgA(omcnrmsttttcunlexstCism nentf#r ' tt#[€dentgat maaamtrrrr��rrrktstors zesrstanee sz€teengttt *�•a p�rt�tab�xa��rpxncat;ax ��sctc#stestfeta �Large eotsti sazt c�ratxact earea. my »�tmpr �tcrtf;iealadotr,adrlet�mento�t�tssp distei6 Ia�d z€tte The Me rack Design Structurally attaches to roof ratter and allows the roil attachment stud to be located at the strangest paint of the the (the crown) where water does not Raw, Without UeTr « With 'TfleTr c' water claws w ah taint/ �^ in thc,Vane C:rawn _� ��`�;. Sealed at tap aF the Y at the TiEe • a r rP � st "" r� asaemtalyy zh o . �.... Nat<trvreturally Sealmd at struetarally �D Ratter attached a the rafter x7arlayment Rafter attachod to rite rafter Installationstepsjor both s-curveo etc tile* STEP 1:Select a file Ia income of the roof mfier. STEP 2:Remove tlatilo6y pushing and pulligi STEP3Dsi anoUectrouir stud finder (ewmmmiad) it isasuoily held in place bya small Rod, or+ ermWas,hatethemfkrrOOK Madc a aferease point on to tad above. a Stap&:Soul the Initial tle Roil hak.Ling a 3/16' Step 3:Insert the(og Judicial washer thraegh Step k Using a 1 j2°socket,Lwaill if%his bolt aril drillhit and drill guide fid Dr Il),drill pilot who the T loTrar rand apply fresh compatlble seated.Da rartawrilghtan.no senlantshould Now shunt flat rafter motor sealant io the base, aahmrd waling any ha(as v Step T,After haMrg no base tothe roof,s1'rde tla uppereantaga Step 8:Replace the tile by lining up theenap limos Steg4:Using a 1/2'carbide drill bit and ROTARY HAMMER into the cnrmrtposhlan under Ike crowof16file For Not tile, a ad too rk the drill(ocatanaccordingly, DRILL 1a ham mar mado,dtlll through The tafic.Soo caima slide$a upper coinage mew the middle of the tilt video at www.prosoior.com for details. { Stop1D Insert thmoded stud through bit and Iatnd,dgloon Step fit Dnhind nuts and reran from stud.Apply Stop 11 postm rail writ lower and upper toern age with hose.Band two 3/4'was)included)using sealmtl oauml stud at the opening and compress 3/0"nuts/washars ns shown. 9/16"wranches and ttghtao. with Stainless Steel Hashing(included)omit siotad. Not recommendod for clay or slate Man. Ciorofcssi on.af.Solar Prodticcs,.liae, Mar. 2011 'T[c Tiac is a registered cradetnarlc stain ccovci ed cinder I?ar.#5,746,t)29 V I N C I & A S S 0 C I A T E S Structural. Engineers CLIENR Professional Solar Products,Inc. 15513,Rose Avok,Oxnard,CA 93033 Tel:$05486-4700 Subject: Static load test results for the following. MountifigsYmens marturnamlimme 4Maxmum'ame Load 1,�a I a n,Wr R.1 Lell( h) Width*(Cn) (141jfly) {mph)*"40 55 135(115 TEST SETUP(so shown in'allached drawing diest Three hand Was,as specified above,were be]rail to 136"x1.5'x1,6'1 Professional Solar ProduGts(PSP)patented Robjffryaty�support falls using an assenribly of 5/1.6"Stainless Steel (SS)bolts,SS lock washers and proprietary aluminum clamps and.inserts,The Rociffracta support rail was attached to the PSP Rooffrece, Structural attachment device with a 3/8"SS,nut and SS washer at six attachment paints,The action was Stipp tied to 2'xT' wooden rafters using 5/16"x 3-1/2'SS lag,holits.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown In adraithed drawingdotalo:The test set up was top loaded to 55 IbIW-.Tile setup remained loaded for an approximate period of 30 minutes.The maximum deflection and anysigns of permanent deformation were recorded.The test setup was then inverted and loaded to Simulate the uplift condition.The fastest up was ro-loaded to 55 Is/W.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of parmanent deformation were:recorded. TEST RESULTS: ; The me about i in top load defloctao n was recorded at 0.469",with no pp done no"t deforal istion. The mashritt an u p I ift deflection was recorded at 0 M3",w him no therm anent deformati an. This ban u in ent ce rtifies the Raniffrac"m ou rm IT g sys tern used to th modu[as,as sped fled a brive,with Star nd the stated Static pressure re load,poll uKda lia fly tattle stated wind speeds'",The mounting syste at perforated as expected, Sincerely, James R vIntu,SZ This,engineering report veriffes thatVitun&-Associates had provided roatineirmentoicevshon for load testing as described in this report. The results orders cad tostnifloot actual norcerrmin values and are actually accepted as ate industry standard firt',radarg module mountingsjosteresc Vieth&ASS00laue does not field chock installations OrVerify met the mounting system is installed as described in this report. stuckjohauscriment: Lag lock attachment should be installed usingthe prince pilot hole for optimum strength.A 5/16"lag bolt neoub es a zVW pilot hole. It Is the respo'sualty,of the Installer to Insure a proper enrichment is made to the struclul at meartmor of the roof. filluarm securely artarth tathe roof structure may result it!darnage to equipment,personal injury or property dannogbi.The purposed ischdra system nay be installed on any roof up to 11111XIMUTO Of 24 foot above green Withoutfrumor analysis. Reeking ban be instilled at any location on the roof. Racking shall be tranalled hand r of r t her or blocking with a 5/16"alternator screw at each Screws shall have minunive a[2,typervolearen into framing member for zo rud'i minimum of 3"'penetration into forcing member forzonP3, (Zone alsdefined as the approstinately 4p-O'squarz Modell cornes afthe roof) This efficacies not%pross an oremon as tothe load arebormitinstalle o ICC accredited laboratory Products JiTithfirt FrooJacks,Tfletrunds,and FMur.aidi-)btn borparchotharowith tbjosyehm. Clocirwith local building viciousness:or Alin for site specific requirements, Ct *Modules measuring within,farm Marwincroursis and tested to JI-1703,or equivalent,are includes othra engineering, Vhnd loading values nogravolode(ined load wines using wind load exposufeand gust factor coefficient "expoinjaiV undefinable thC12Q12pBG)/2013h3S(q,For 7V speed a 4 1 derated to 115 mph, P- 2 1 5 **Module random 6u0.6'x 3SA"x 1.8'(Ghroo} '--`Fst.snow load rating brittle le/ftl based an 1.1d safety fisdhv (20 fla/ft-1 for'?7'x 40-enable) IF 1337 E. Thousand Oaks River Sta 114 Thousand Oaks, CA 9136 Page 1 of 3 T-4 �� 68 43' I l fi5 Mnduis Area_ - 18 ft� eah Total module 145 ibs ea.) and rail 1(101hs ea.)weight,, 155- lbs Number of attachments: 6 ea L Weight f attachment,point 26 Ibs Area: 54 it' = ._. Distributed'weighb 2.9 lb/ff 511a"Stainless Tap Load Deflection-, -0,469" Steel Hex boit - n914lsbfl ¢ 5116 StainCess Steel' - Tack Washer i Aluminum ProSolar Inter-Module Clamp 1. Aluminum ProSclar uplift Deflection: 0,313- d..tjt,4 Chasmel Nut i Aluminum PraS01217 Rooftrao&Support Rail 318"Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented t° Fastiacko Roof Attachment' a �� 5116-Stainless Steel U9 Bolt P t t115 and Fiat.Washer' pL `Loh Yssted attuctret a[each+n9fl4sun�uuiPtir,WfrdCl MYntora9sinf1aC0mnr Prodbst Rooffrae lincludingFon JackO,Tile rc®cO,Ind roarilecko)can he mtrrsMt+nlod with this system, Solar- lodules Professional solsrproducts Reafrracs Patent#0,360,491 Static load test .photovoltaic mounting aystem Page 2 of 3 RT_4' 4V Fast.7acko 2X tsracket only to E z I be used between two ram,of modules to maintainappreax,. 46-upper.to lower Ror fTrac J _ _. .._... support rail"spacing ~ Approx. { 48' (((( t E t � i t r RAroGa FasiJaclsO2X brecket _ } Assembly side view Apprax zg max }s ell 4&" overhang 5111"Stainless Steel Hex , bolt and art lock washer, Total module(4s Ib1ea.) Aluminum ProSolar and rail (10 ibMa)weight: 310 as t rater-Module Clamp Dumber of attachments, 9 oa ri [A�Ih�, inum ProS4larWeight!attachment point, 35 lbs na Mnt Aria; 108 ftx =Supporrt Diatrtbuted weight. 19 Ibt'Ft'- �t lC"i A luminum j 315':Stainless Steel Lt J 1 .,1 Hex Bake andFlat Washers Aluminum ProSclar f FastJackWX Bracket' t tr I (only used between two rows,of inadulas) Aluminum ProSoler Patented 2pc Fastdack@ � gd Roof Attachment 1 u 51160 Stainless Steel Lag ru m Bolt and Flat Washer � 'Lab to radstrueturatatteohn enta manufactured by.Professional Saar Pieducts ooffrac`s ' •. (mctudlaa Fsdasko nloTi-ino and kmmJacics)can be sh4charaed witltars ayshem,: Solar Modules **Clvvokai�an swrn bi#tp w6h AliJras neCassarY rrof�ssianatSolar "roduct�f?aa€rrac" 1'aCemYkfi,d60499r Static load test photdualtaro moulting systom Page 3 of 3 RT 4 LABORATORIES8385 White Oak Avenue ftancha Gvcamonga,CA81P30- EEATIFICATION 'TESUNO R4SPEOVOR 909.40342SOPh• 1 908,463,0464* CLIENT, Professional Solar Products 1561 S. Russ Oxnard, CA 93033 Attn:Ignacio Coral Test Report lift RJO729P-1� DaW August 2, 201a SUBJECT:: Uplift and Side Lateral Load Tests on Two TileTrac�r Roof Attachment Assemblies. SAMPLE ID: The fallowing test material was submitted and identified by the Client: 1) One uplift load test assembly consisting of one %.inch diameter by 6-inch long stainless steel threaded rod, one T leTrace Roof Attachment and one 5/1g hch diameter by 3'/z-inch long: lag bolt and washer fastened Into a, simulated roof mamber. A detailed drawing of the test assembly is provided in the appendix of this report:. 2) One side lateral testassembly consisting of three '/-Inch diameter by 6-inch long stainless steel threaded rods, three-TileTraco Roof Attachments and three 5116- inch diameter by 3Y2-inch long lag bolts and washers fastened into simulated roof members. A detailed drawing of the test assembly is provided in the appendix of: this report, DATE CP RECEIPT: Samples were received on May 15, 2010.TESTING PERIOD: May 2&9,2010. AUTHORIZATIOW Signed OAI Job Ticket dated May 19, 2010. TEST PROCEDURES: Testing was conducted following client specified test procedures. See page 2 of this report for detailed test procedures, TEST RESULTS' See page 2 of this report for detailed test results: Prepared By Signed for and can behalf of QAI Laboratories Inc. Larry Rurmer Andrew Tan, P.E. Project Specialist Manager, Construction Materials Page I of 3 HISS€Elton l Is THE CONFIDENTIAL PROPERTY OF THE CLEW ADDRE9SEU,THE REPORT MAY ONLYBE REPRODUCED IN POLL,MSLIG.ATtONOF EXTRABT(§FROM THIS REPORT"IS NOT PIENN1aTTED MTHOCT WCI^f(TFW APPRtlVN FROM OAr.ANY LIABILITY ATAOHED9"HO ETO f5 LIMITED TO THE PF EGHAFIGEU FOP THE INDIVIDUAL 09O?DOT niI REFERENCED. T}IF n5SULTS OE TkI15 REPrFiT PP,WA(N ONLY TO,THE 5A.P.:ctric sANP4E{s)E4ALUAiEO. W W W.QAI.ORG info @gai.org Client: Professional Solar Products Report No: R.10729P-1 Date. August 2,2010 Page 2 of 3 UPLIFT LOAD TEST Test Procedure; The test assembly was mounted bathe base of an Instrou Tension/Compression Machine. A. vertical (uplift) load was applied to the %-Inch diameter by 6-inch Song stainless steel threaded rod attached to the moveable crosshead of the Tension/Compression Machine.The load was applied at a constant rate of 0.2 inch per minute until failure Test Results:At a test load of 1,100 pounds¢ the Et18-inch diameter by 31ka-Inch long.lag-bolt pulled out of the 2; X 4 wood stud.. SIDE LATERAL LOAD TEST Test Procedure, The test assembly was mounted to the base of an Instron Tension/Compression Machines A horizontal (side lateral) load was applied to the end of a 2-inch wide by '/P-inch thick steel bar which was attached to the top of the three %-frrch diameter by 6-inch long stainless steel threaded rods, The load was applied at a constant rate of 0.2-Inch per minute until failure, Test Results, At:a test load of 4,500 pounds, the aluminum brackets holding the %-inch diameter by 6-inch long stainless steel threaded rods in place on the. TiloTraoo Roof Attachments began to slip and dig Into the; aluminum channels, 'IRS AWORT 1S'H'UONFIOCNTIA PROPERTY OF THE OUSNIT ADORFS,5ED,THR WORT ONLYaE t16PRODUCED IN PULt.PUBlll7ATIONC)F EXTRACTS FROMTI-W9 REPORT IS YOr µERvLTED WITHOQT W RITTE,N APPROVAL FROM ISAI,ANY PLIABILITY ArTA65EO THERET0 1S LIMITFD TO I HE FEE E NAIOG W FOIA THE INDIV IOUA4 PR04ST GILL RE6F,NE7�MBp., tA16 ARSUCTS OF THN,RP PORT.PER U$SA PERTAIN ONLY n iE SMCIPMPLEIS}.EVALUATEO. WWW.QAi.ARcx Client: Professional Solar Products Report No: RJ0729 gate: August 2, 2010 Page 3 of 3 APPENDIX TiIeTracoRoof Attachment Professional Solar Products (ProSolar) PAT.#5,746,029' PULL-TO-FAILURE TEST SETUP Uplift toad;direction 318 x BI'SS Threaded Stud i TIwTrac8 Roof Attachment: - G/9B°R3-tt2"SS lag but,&.washer l fastened Intosimulated root member I > 3 � tz va dmW snpapamemy lI ✓ ,r Y VZ'plywood and 2"z-A`Doug, Fir I iF�YY _ I/.f I UPLIFT TEST SETUP ,side lateral load direction i NI A s rr r I SIDE LATERAL TEST SETUP ._ .. ....... THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE"HUENT AUPNEESEfl THE REFORT MAY ONLY BE,R15POODUCED IN PULL,FICROOKOON OF EXTRACTS FROM THIS REPORT IS NOT FORK TEE WITHOUT WRIT r6N APPFOVAL PROW CAL ANY LIABILITY ATTACHED THERETO IS UNTEDTO TI is FEE GI4ARGF6 FOR TNE.1NelWUUAL PROJECT FILE.REFERENCED. THE RESULTS OF THIS REPORT PERTAIN ONLY TO THE RPECIF O$AMFLaS)EVAt.UATPQ, ..................... ._........__..m ____......,...,..,....,,_____.. ._ ,,:._. ......._.........,F... ........_._..._::., .., __.. ...._._.,.... WWW.QALORG i i BURNOY-" Washer, Electrical Equipment Bond IEE INSTALLATION INSTRUCTIONS For Professional Solar only Please read carefully before installing . BUANDYLLO recommends that the sufficient details of the installation be submitted to the AHJ for approval before any work is started. e o WEEB-PMC ii 0 0 o 0 WEEBLug-6.7 assembly WEEB Bonding Jumper-6.7 Products are tested to UL 467, CAN/CSA-C22.2 No. 41 fr creek US/Canadian standards for safety grounding and bonding equipment 3098177 _ _, � Crumu7t Nu,ibe€ 104-0404-000MM`t4 r ,, 213""� RURP�DY LLC. HLRBBELL Page 1 of 13