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PMT14-01210
City of Menifee Permit No.: PMT14-01210 MENIFEE, EE, C 92 Type: Residential Electrical MENIFEE, CA 92586 MENIFEE Date Issued: 05/30/2014 PERMIT Site Address: 29266 GRANITE RIDGE CT, MENIFEE, Parcel Number: 351-231-012 CA 92587 Construction Cost: $22,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM, 19 PANELS, 19 MICROINVERTERS, NEW 125 AMP Work: SUB-PANEL,4.4 kW Owner Contractor SCOTT&STACY PYNN SOLAR SERVICE CENTER INC 29266 GRANITE RIDGE COURT 13345 ESTELLE STREET MENIFEE, CA 92587 CORONA, CA 92879 Applicant Phone:8887607652 SOLAR SERVICE CENTER INC License Number: 961939 13345 ESTELLE STREET CORONA,CA 92879 Fee Description QQrt Amount l$) 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 3.00 $412.07 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. 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 Cc 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 License No.���3 9 who builds or improves thereon, and who contracts for the projects with a Expires Signature licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLA ION ❑ I am exempt from licensure under the Contractors'Stale 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. Policy# built as an owner-building if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the ❑ -I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is ilon 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:http�//www.leciinfo.m.gov/calaw.htmi. ermit is issued.My workers' ompensation insurance carrier and policy number are: Carrier OL2 S Y V- Property Owner or Authorized Agent Date Expires /0—( Policy#wJ Z-l l t 6 0���(�Z_'—Zo / El 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 representatives of this city or county to enter the above- s1 certify that in the performance of the work for which this permit is issued,I identified property for the i ection urpos ail not employ any persons in any manner so as to become subject to the V)' workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Property Own or Authorized Agent Date Code,I shall forthwith comply with those provisions. 5_�O n City Business License# Date; - Applicant; l�(/Y /,( _. WARNING: FAILURE TO S r URE WORKERS' H-,4ZpRDOUS 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 OYES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF T 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 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 ❑YES 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 OYES 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, O 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($500).) CODE, SECTION 25505 25533 AND 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERIAL t EPORI'ING. compensation, will do ( )all of or( ) porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's Stale License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF M E' 17IF,EE°ity of Menifee wilding & Safety Dept. PLCK No: P rmit No: 29714 Haun Road VMILA_Q Menifee, CA 92586 MAY 2 1 2014 Date 1 Date: '3 / a Phone: (951)672-6777 °°"`` °°"' ,u'; Fax:(951)679-3843 Received Ck#: Ck#: Building Combination Permit �� To Be Completed By Applicant Legal Description: Planning Case: F: L: Rt: R Property Address: 29266 Granite Ridge Ct. , Quail Valle Assessor's Parcel Number. 9 Y 351-231-012 ProjecflTenant Name: Unit#: Floor#: Name: Scott & Stacy Pynn Phone No. 951-473-6017 Fax No. Property Address: 29266 Granite Ridge Ct . , Quail Valle Unit Number Zip Code Owner 9 Y 92587 Email Address: Name. Liliana Figueroa Phone No. Fax No. 760-391-7270 760-262-3030 Applicant Address: Unit Number Zip Code 72227 Adelaid St.#A Thousand Palms,CA. 92276 Email Address: Name: Phone No. Fax No. Solar Service Center, Inc. 760-391-7270 Contractor Address: City State Zip Code 72227 Adelaid St. #A Thousand Palms 92276 Contractor's City Business License o. Contractor's City State off California License No. Classification: C-1 O Number of Squares: L l - r�.� (/^ Square Footage / Descriptionofwork: photovoltaic system installation/roof mount Cost of Work:$ $22 , 000 Applicant's Signatur .f "1 KiW 0 BeromlgMtecI By City Staff Only Indicate As R calved or NIA-Not Applicable 5 Completes sets of fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations lectrical Plan ❑ Geo Tech/Soils Report(on cd only) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 8 1/x 11) ❑ Structural Calculations ❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan 8 Details ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration' Addition' Means/Methods Work Type: I Repair- Retrofit* Revision to hosting Permit' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: It Stories: Will the Building Have a Basement? Y of N Bidg.Code Occupancy Group Indicate Indicate it YES or NO Indicate all Geo-tech.Haz.Zane At Project Construction Sprinklered that apply: Coastal Zone Completion: Type(s): C( Noise Zone RequiredT YES or NO Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. I Planning Comm.Zoning Administrator Fee Exempt: City Project Elec.Vehicle Charger Landmark Seismic Retrofit I speclal Case:erdg. Official Approval Expedite Project(s): Child Care City Project Green Building I LandmarkI I Affordable Housing For Staff Use Only Building/Safety I Permit Specialist I City Planning I Civil Engineering EPWM-Admin I Transportation Mgmt. I Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY VINCI & ASSOCIATES cS(ruc(ura��a9ineers c G STRUCTURAL CALCULATIONS 6V��O�PPPwp� FOR P�pN REvWwV.0 Bm otth�eQ\aoss ofanYP� PHOTOVOLTAIC S 01' {ti�55 reg�\atmu�t\omP\et�on ARRAY Pynn Residence 29266 Grani d Ct Quail Vail 587 Q ES i u�y11 0 11 m °L x . 12J 111 CLIEN S r Serivice Center JOB NO: 09-3457 1337 E. THOUSAND OAKS BLVD, STE 114 • THOUSAND OAKS, CA 91362 p 805.496.2100 • f 805.496.2442 = e vinci@VinciSE.com DATE: 5/13/2014 VINCI & ASSOCIATES SHEET: 1 PROJECT: Pynn Residence cSirla"MI C;ngineenr JOB NO.: 09-3457 29266 Granite Ridge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Quail Valley, CA 92587 p805,496.2100 • 005.496.2442 • evinci@VinciSE.com CLIENT: Solar Serivice Center DESIGN DATA: ROOF DESIGN LOAD: ROOFING ( Concrete Tile ) = 12 psf SHEATHING = 2 ROOF RAFTERS /TRUSS = 2 MISCELLANEOUS = 1 ROOF RAFTER/TRUSS DESIGN DEAD LOAD = 17.0 psf CEILING & INSULATION = 3.25 MISCELLANEOUS = 1.25 DESIGN DEAD LOAD = 21.5 psf DESIGN LIVE LOAD = 20 psf DESIGN SNOW LOAD = 0 psf WIND DESIGN CRITERIA: BASIC WIND SPEED = 110 mph WIND EXPOSURE = C NUMBER OF STORIES = 2 SOLAR MODULE Solar Module Width: = 39.6 in Solar Module Length: = 64.8 in Solar Module Dead Load = 2.7 psf Number of PV Modules = 19 Number of PV Mounts to Roof = 46 Solar Module Vertical Support Point Load: 7.3604 ft2(See sheet 1) x 2.70 psf = 19.9 Ibs TOTAL AREA OF ADDED SOLAR PANELS ( 3.30 ft x 5.40 ft ) X ( 19 Modules ) = 338.6 ft2 DATE: 5/13/2014 VINO & ASSOCIATES SHEET: 2 PROJECT: Pynn Residence 61ruc(ural &2gmeerr JOB NO.: 09-3457 29266 Granite Ridge Ct 1337 E.THOUSAND OAKS BLVD.STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Quail Valley, CA 92587 805.496,2100 - 1805.496.2442 • e vinci@VinciSE.com CLIENT: Solar Serivice Center DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFTvp TME 5/16'SS BOLT- REFER TO NEXT SHEET FOR UPLIFT FORCE CALCULATIONS Solar Panel ZONE 2 UPLIFT = 42.1 psf 2.7 p CbL1011 l�llt _ -BShYAtE AIWLLWYttl S"P t pw Net Uplift= 39.4 psf 2.42 Connections per Module (MIN) consvvedtobe Tmeck �r� --31WSSNLT6.ead ofthetet u„.s.1.vt6. - 19 Modules, 46 Connection%00 Therefore-Trib Area = 17.8 /2.42tot Wtoved9� Cnnc m T-J* UPLIFT/ CONN. = 7.4 ft2 x 39.4 psf = 290.2 Ibs/conn PER 2012 NDS (TABLE 11.2A) p PALLOW = 258 Ibs/in x CDx C1 for(1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST PALLOW - 2.00 " x 413 Win i L.j s<,..- 825.6 Ibs > 290 Ibs Therefore O.K. `9`"a FACTOR OF SAFETY: V f i F.O.S. = 2.84 > 1.5 Therefore O.K. ZONE 3 UPLIFT = 63.1 psf 2.7 psf ZONE 1 UPLIFT = 25.3 psf - 2.7 psf Net Uplift = 60.4 psf Net Uplift = 22.6 psf 2.42 Connections per Module (MIN) 2.42 Connections per Module (MIN) 19 Modules, 46 Connections 19 Modules, 46 Connections Therefore -Trib Area = 17.82 / 2.42 Therefore - Trib Area = 17.8 / 2.42 UPLIFT/ CONN. = 7.4 ft2 x 60.4 psf UPLIFT/ CONN. = 7.4 ft2 x 22.6 psf = 444.9 Ibs/conn = 166.6 Ibs/conn PER 2012 NDS (TABLE 11.2A) PER 2012 NDS (TABLE 11.2A) FALLOW = 258 Ibs/in x CD x Ct PALLOW = 258 Ibs/in x CD x Ct for(1) 5/16" lag bolt for(1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST FALLOW = 2.00 " x 412.8 Win PALLOW = 2.00 " x 413 lb/in = 825.6lbs > 445lbs = 825.6lbs > 167lbs Therefore O.K. Therefore O.K. FACTOR OF SAFETY: FACTOR OF SAFETY: F.O.S. = 1.86 > 1.5 F.O.S. = 4.96 > 1.5 Therefore O.K. Therefore O.K. VINCI ■ ASSOCIATES' PROJECT: PAGE ^••• ••••• CLIENT: DESIGN BY ............. JOB NO.: DATE: REVIEW BY: 1 ASCE 7-101 CBC 2013... ....... .N. INPUT DATA Exposure category(B.C a D) Importance factor,pg 77,(0.87,1.0 or 1.15) I = Category 11 ,1 Basic wind speed(IBC Tab 1609.3.1 Vss) V = 110[, mph iF Topographic factor(Sec.6.5.72,pg 26 s 45) Ka = 1 Flat Building height to save he = 191' ft Building height to ridge hr = 24[ If 8 Building length L = 0 If Building width B = ft Effective area of components(or Solar Panel area) A = ft DESIGN SUMMARY Max horizontal force normal to building length,L,face = 11.10 kips Max horizontal force normal to building length,B,face = 18.30 kips Max total horizontal torsional load = 101.46 ft-kips Max total upward force = 27.76 ki s ANALYSIS Velocity pressure qh=0.00256 K5 Ka Ka V21 = 24.01 psf where: an=velocity pressure at mean roof height,h.(Eq.6-15,page 27) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.s3,Case i.pg 79) = 0.91 Ka=wind directionality,factor.(Tab.6-4,for building,page 80) = 0,85 h=mean roof height = 21.50 ft <60 ft,(Satisfactory] <Min(L,B),[Satisfactory] Design pressures for MWFRS p=qh[(G Cpf)-(G Cp,)] where: p=pressure in appropriate zone.(Eq.6-18,page 28). pmin= 10 psf(Sac.6.1.4.1 8 6.1.4.2) G Cpr=product of gust effect factor and external pressure coefficient,we table below.(Fig.6-10,page 53 8 54) G Cp,=product of gust effect factor and internal pressure coefficient.(Fig.6-5,Enclosed Building,page 47) 0.18 or 4.18 a=width of edge strips,Fig 6-10,note 9,page 54, MAX[MIN(0.1 B,0.11.,0.4h),MIN(0.04B,0D41-),31 = 3.01 ft Net Pressures JPSQ,Basic Load Cases Net Pressures ps ,Torsional Load Cases Roof angle 9 = 11.63 1 Roof angle 0 = 0.00 Roof angle 9 = 11.63 Surface Net Pressure whh Net Pressurewth Surface Net Pressure with GCpr ('GCp,) (-GC°,) GC°t NGCpI) (-GC,J GC°r (-GCp,)I(-GCp,) 1 0.46 6.66 15.31 0.40 5.28 13.93 1T 0.46 1.67 3.83 2 -0.69 -20.89 -12.25 -0.69 -20.89 -12.25 2T -0.69 -5.22 -3.06 3 -0.42 -14.37 -5.73 -0.37 -13.21 4.56 3T -0.42 -3.59 -1.43 4 -0.36 -12.77 -4.13 -0.29 -11.29 -2.64 4T -0.35 -3.19 -1.03 1 E 0.69 12.34 20.99 0.61 10.33 18.97 Roof an Ile 9 = 0.00 2E -1.07 -30.02 -21.37 -1.07 -30.02 -21.37 Surface GCar Net Pressurewlh 3E -0.60 -18.75 -10.10 -0.53 -17.05 -8.40 (*GCp,) (-GCpl) 4E -0.52 -16.88 -8.23 -0.43 -14.65 -6.00 1T 0.40 1.32 3.48 5 -0.46 -15.13 -6.48 -0.45 -15.13 -6.48 2T -0.69 -5.22 -3.06 6 -0.45 -15.13 -6.48 -0.45 -15.13 -6.48 3T -0.37 -3.30 -1.14 4T -0.29 -2.82 -0.66 3E t z zzarz zA eoulaPr � ar q__ ' y E ,�_4i 2E 6 11 �E�� 5 5 r RrE15NCE[OPN,A IC , 5 If PEnPnI[E WPNER �E Pe91fNLE gWNCR rE REnrENC[[CRXEP o�NfO MPfLeIN •�errace".. �Wep cerr I p 4WIN001 orcx Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Basic Load Cases In Transverse Direction Basic Load Cases in Lon )tudinet Direction Area Pressure k with Arco Pressure k with Surface Am (+GC,I) (-GC,1) Surface (fP) (+GCpi) (-GCO) 1 457 3.05 7.00 1 927 4.90 12.91 2 597 -12.47 -7.31 2 654 -13.66 -8.01 3 597 -8.58 -3.42 3 654 -8.64 -2.98 4 457 -5.84 -1.89 4 927 -10.46 -2.45 1E 114 1.41 2.40 1E 118 1.22 2.24 2E 149 -4.48 -3.19 2E 92 -2.77 -1.97 3E 149 -2.80 -1.51 3E 92 -1.58 -0.78 (` 4E 114 -1.93 .0.94 4E 118 -1.73 -0.71 L Hartz. 11.10 11.10 I Hartz. 18.30 18.30 Vert. -27.76 -15.12 Vert. -26.10 -13.46 Afr.wind Hartz. 7.22 7.22 Mo.wind Hofiz 10.45 10.45 Sec.8. AA Vert. -14.62 -14.62 Sec.8.1.4.1 Vert. -14.62 -14.82 Torsional Load Cases In Transverse Direction Torsional Load Cases in Longitudinal Direction Surface Area Pressure k with Torsion a-k Sudace Area Pressure k with Torsion t4) e1tr11l iQ (it) (+GCpl) FiGO91) (tGCpi) (-GCnJ (fe) (-GC,) (-GCvJ (*GCpi) (-GCPi) 9{1 1 171 1.14 7 16 1 404 2.14 5.63 19 50 0fd),Stialel 2 224 4.68 -0 -3 2 562 -11.73 -6.88 18 10 US<b( 3 224 -3.22 4 2 3 562 -7.42 -2.56 -11 4 ,05 O1 4 171 -2.19 13 4 4 404 4.56 4.07 41 9 1E 114 1.41 17 29 1 E 118 1.22 2.24 26 48 2E 149 -4.48 -11 -8 2E 92 -2.77 -1.97 4 3 3E 149 -2.80 7 4 3E 92 -1.58 -0.78 -2 -1 4E 114 -1.93 23 11 4E 118 -1.73 -0.71 37 15 1T 286 0.48 4 -8 IT 622 0.69 1.82 -8 -21 2T 373 -1.95 -1.14 3 2 2T 654 -3.42 -2.00 -10 -6 3T 373 -1.34 -0.53 -2 -1 3T 654 -2.16 -0.75 7 2 4T 286 -0.91 -0.29 -7 -2 4T 522 -1.47 -0.34 -17 4 Total Horiz.Torsional Load,Mr 45 45 Total Horiz.Torsional Loed,Mr 101.5 101.5 Design pressures for components and cladding , where: p=pressure on component.(Eq.6-22,p9 28) s zi i Porn 10.00 psf(Sec.6.1.4.2,pg 21) G Cp=external pressure coefficient Wa I Is see table below.(Fig.6-11,page 55-58) Roof •.r• Roof •�+ Effective Zone Zone 3 Zeneb Zones rea A III) GC Zone1-GCP GC -GCP GC -GC GC, -GCp GC -GC Corn . 17.82 0.45 -0.87 ).45 -1.57 0.45 -2.45 0.96 -1.06 0.96 -1.31 Comp.BCladding Zone Zone2 Zone Zone Zones Pressure P ftM I Meg" Poaaivo I Ne save Paaltlw I N Po.l Ne are PwXM I Pat) 15.12 1 -25.33 1 15.12 1 42.13 1 15.12 1 -63.14 27.27 1 -29.67 27.27 J5.81 Note: tithe effective area is roof Solar Panel area,the only zone 1,2,or 3 apply. DATE: 5/13/2014 VINCI & ASSOCIATES SHEET: 5 PROJECT: Pynn Residence cSlmdura/6ngineera JOB NO.: 09-3457 29266 Granite Ridge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Quail Valley,CA 92587 p 805.496.2100 • f 805.496.2442 • e wncQVhciSE.mm CLIENT: Solar Serivca Center LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D if unknown) S1= 0.613 (USGS Software) Ss= 1.50 (USGS Software) F�= 1.5 (Table 1613.6.3-2) Fa = 1.0 (Table 1613.5.3-1) = 1.0 (Table 11.5-1 ASCE 7-10) R = 6.5 (Table 12.2-1 ASCE 7-10) SMs = Fe*Ss= 1.5 (Eq. 16-37) SOB= '/3*SMs = 1.00 (Eq. 16-39) Sal= Fv*S1= 0.92 (Eq. 16-38) SDI = '/3*SM1 = 0.61 (Eq. 16-40) TL= 8 s (Figure 22-16 ASCE 7-10) T=Ct* (hn)X = 0.182 Is (Eq. 12.8-7) Ct= 0.02 (Table 12.8-2 ASCE 7-10) h. = 19.0 ft x = 0.75 (Table 12.8-2 ASCE 7-10) **GOVERNS** VMiN = ( SDS)/( R/1 ) = 0.15 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IF T <_TL USE: V = ( SDI)/T*( R/1) = 0.52 W (Eq. 12.8-3 ASCE 7-10) IF T>TL USE: V = ( SD1)*(TL)/T'*( R/1 ) = 22.77 W (Eq. 12.8-4 ASCE 7-10) SHALL NOT BE LESS THAN: V = 0.01 W (Eq. 12.8-5 ASCE 7-10) Design Maps Summary Report Page I of 1 ZUM; Design Maps Summary Report �Il User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.703680N, 117.24749oW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 2mi 2mi ® Homeland DATVI ® 'Gran OWinchester d(Ily o arm spring. �eptOnt Elsinore oCanyon Lake 'N O R T V oMERICr1 Lakeland ® _ Village 020 11� ®MapQuest USGS-Provided Output Ss = 1.500 g Sits = 1,500 g Sos = 1.000 g S, = 0.613g Sm = 0.920g So, = 0.613g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. 1.65 MCEa Response Spectrum Design Response Spectrum 1.50 1.10 1.35 0.99 1.20 0.86 1,0s 0.71 a 0,90 0� 0.66 IA 0.75 (A 0.55 0.60 0.44 F\\ 0.45 0.23 0.30 0.22 0.39 0.11 0.00 0.00 0.00 0.20 0.40 0.60 0.20 L00 1.20 1.40 1.60 1.10 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period,T(sac) Period,T(sec) Although this Information Is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. http://ehp2-earthquake.wr.usgs.gov/designmaps/us/suiiiinary.php?templ ate=m ini nlal&latit... 5/13/2014 • .. I DATE: 5/13/2014 VINCI & ASSOCIATES SHEET: 7 PROJECT: Pynn Residence cSlruclumf(5nglneera JOB NO.: 09-3457 29266 Granite Ridge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: ARV Quail Valley, CA 92587 p805.496.2100 • f805.496.2442 • evincI@VinciSE.mm cuENr: Solar Serivice Center LATERAL FORCES 2013 CBC: TWO STORY STRUCTURE F1 7 hr= 5.0ft SEISMIC BASE SHEAR: V= 0.154 W (SEE PREVIOUS) F2 1-h2 = 9.0 ft h2 = 10.0 ft F1': ROOF = 22 PSF F2': FLOOR = 15 PSF WALLS = 7 TRIB 2ND FLR WALLS = 7 28.5 TRIB 1ST FLR WALLS = 7 x 0.154 29 4.38 PSF x 0.154 4.46 PSF F1 = F2 (F1' x hl) = 5.76 psf (F1' x hl) + (FT x h2) F2 = F1' + F2' = 8,85 psf WIND LOADS: Governs P5= A kr IwPs30 (E4. 6-1) A= 1.21 Ps39A= 11.50 psf PSA 13.94 psf I'= 1.00 PS306= -5.90 psf PSB -7.15 psf kc t 1.00 P930C= 7.60 psf PsC 9.21 psf P930D= -3.50 psf PSD -4.24 psf TOTAL F1: _ (5 ft+ 9 ft/2 )x(13.938 psf+7.1508 psf = 200.3436 plf >> 200 plf F2: _ ( 9 ft/2+ 10 ft/2 )x(13.938 psf+7.1508 = 200.3436 plf >> 401 plf DATE: 5/1 312 0 1 4 V II INI C II & ASSOCIATES SHEET: 8 PROJECT: Pynn Residence 611,11clural 6whieers JOB NO.: 09-3457 29266 Granite Ridge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Quail Valley, CA 92587 p805.496.2100 • f805.496.2442 • evinci@VinciSE.com CLIENT: Solar Serivice Center CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD oil J I - i 1e t 1 ; ; {7 1 i w ; 1 6ocaao A— TOTAL ROOF AREA: ( 30.1 ft x 48.6 ft ) + ( 21.6 ft x 37.0 ft ) + ( 27.0 ft x 3.1 ft ) + ( 6.9 ft x 13.1 ft ) = 2436.3478 ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 2436.35 ft2 x 5.76 psf = 14035.6 Ibs AREA OF ADDED SOLAR PANELS ( 5.40 ft x 3.30 ft ) X ( 19 PANELS ) = 338.6 ft2 WEIGHT OF PANELS: 2.7 psf ADDED SEISMIC LOAD: 2.7 psf x 338.6 ft2 x 0.15 = 140.6 Ibs % INCREASE = 140.6 = 1.0% < 5% 14035.56738 Therefore O.K. ® COMPANY PROJECT 1 V I NCIBASSOCIATES Sem VinGSE.comWoodWorks May 14,2014 09:27 samvAxroe wood ouww Check Existing Truss.wwb Design Check Calculation Sheet WoodW.rks Size,10.1 Loads: Load Type Distribution Pat- Location IftI ltegnitude Unit tern Start end Start End Roof DL Dead Full Area No 17.00 (29.01• par Roof LL Roof constr. full Axe. yes 20.00 129.01• pof PV1 Dead Point No 2.00 20 its PV2 Dead Point No 4,00 20 ibs PV3 Dead Point No 5.So 20 165 PV4 Dead Point No 9,50 20 ibs PVS Deatl Point an 11.00 20 lb PV6 Dead Point No 13,00 20 ibs Self-vei ht Dead Hill UDL No 1.2 air 'Tributary Wntlth lint Maximum Reactions(Ibs)and Bearing Lengths(in): ----- 0 2.2e 9.26 WIT Unfactored: Deatl 239 367 119 Roar Live 230 341 127 Far,t ore tl: TOta1 470 lD9 241 Bearing: Length 0,50• 0.60 0.524 mi. 'a d D.40•• 0.60•• 0.24 lenat f a 'Minimum bearing length governed by the required width of the supporting member. Check Top Chord of Existing Truss Li mbersoft,D.Fir-L,N0.2,2x4(1-112"x3412") Supports:All-Timi er-soft Beam,O.Fir-L N0.2 Roof Joist apeced at 24.0"de,Total length:17.13';Slaps:18.0 deg! Latand aUPPW top=full,bollam=26.24[in]Repetitive factor:applied where permgled(refer to online help): Analysis vs.Allowable Stress(psi)and Deflection(in)using NOS W12: Criterion Anai sis Value Desi n Value Mal si n Shear V = 91 FV = v Fw s/best.4 bending N) to - 1392 FL' 1941 fb/Eb' OJ2 Bending(-) fb - 1915 FW 1917 fb/Fb' = 1.00 Deflection: Interior Dead 0.14 L/625 Live 0.20 L/428 0.36 - L/240 0.56 Total 0.34 L/254 0.49 = L/190 0,71 Cantil. Dead -0.04 L/770 Live -0.21 = L/132 0.24 = L/120 a.91 Total -0.25 L/112 0.32 - L/90 0.80 Design Notes: 1.Wood Works analysis and resign are in accordance with the ICC Intemation ll Building Coda(]Be 2012),the National Design Specification(NDS 20121,and NDS Design Supplement. 2.Please verify that the default reflection times are appropriate for your application. 3.Canlinuous ar Cantilevered Beams:NDS Clause 425.5 requires that Formal grading provisions he extended to the middle 2/3 of 2 spin beams and to the full length of cantilevers and other spans. 4.Sewn lumber handing members shall be laterelly aupported accortlitg to the provisions of NOS Clause 4 4.1. 5.SLOPED BEAMS:level hearing Is required for all sloped beams. 6.FIRE RATING:Joists,wall Minus.and multi-ply membent are not rated for fire emurame. 7.The critical reflecting value has been deterigmed using maximum back-span deflection.Cantilever deflections do not govern design. WEIGHT LOADING ANALYSIS Solar Electric Installation For Scott and Stacy Pynn Residence,29266 Granite Ridge Ct.Quail Valley,Ca.92587 Contractor:Solar Service Center May 12,2014 Roof Information Roof is a two story roof with a sloped concrete tile surface and standard wood framing Wood trusses twenty four inches on center Solar panel stantions on sloped area are spaced 4'on center. Analysis of dead load weight added to roof by installation of solar array Eoplly New Energy Tech. 230-W Solar module weight 41.4 pounds No.of solar modules 19 Total weight of modules 787 pounds Weight of each Professional Solar Products"Roof Trac'rack set 18 pounds ' No.of rack sets 4.8 Total weight of rack sets 86 pounds Total weight of solar array 872 pounds Height of each module 5.4 feet Width of each module 3.3 feet Area of one module 17.5 square feet Area of entire solar array 332.1 square feet Weight of solar array per unit area of roof U pounds/square foot No.of stantions connected to rafters with lag screwsWeight loading per stantion pounds/connection See attached sheets for engineering information on the Professioal Solar Products"Roof-Trac'racks. 5/12/2014 005-WEIGHT LOAD-PYNN-QV . . � � � oc o o \ \ \ \ / } \ { } CD Lr) / t » r / . ) [ § � / / \ \ \ ( ) ) n @ & & ) ! ~ \ ~ / / \ 4 } 7 { 7 ( § a § ) i } [ \ \ co ( \ ) ( Cd $ § / 0 § Poly-Silicon Solar • • • ' . l EOPLLY POLY-SILICON MODULES FOR RESIDENTIAL AND COMMERCIAL APPLICATIONS Product Features LaHIGH PTC Rating Delivers More Power During Operation l Positive Power Tolerance Delivers Up to+3%More Power Than Rating Bankable Solar Projects Coplly Projects ts Financed by US Banks ■®i is 25 Year Power Insurance.; vrn6 Power and Product Wurrany Backed by Zurich Insurance o3 Outstanding Low Light Performance .■•i Over95%Power under Weak Light(Cloudy,Morning Evening) ;. Withstands High Wind and Snow Loads Designed for 2400Pa Wind/5400Pa Snow Loads Rigorous Quality Control Standards TUV Certified ISO 9001,thso 14001 EOPLLY NEW ENERGY TECHNOLOGY CO., LTD High-Quality Module Design Founded In 2006.Eoplly,has been providing high-quaflty solar modules and systems with Eoplly modules are built for durability and long lifetime over 70OMW delivered worldwide. Eoplly has invested in highly automated production lines using a screw-less frame design and multiple drainage to manufacture its solar modules to strictest ISO quality standards certified by TUV. We slots, Modules can be mounted in both vertical(portrait) have regional offices and warehouses throughout the United States to provide 24 hour and horizontal(landscape)configurations. response for sales inquires and technical support. ', � tee% 9L5% • O v LEADING LINE o 90c AR POWER WA RRANTY ` Slender Warranty w co 10 15 pC 25 Eoplly's Linear Power Warranty guaranties 97.5%at Year i and 80.7%at Year 25 with no greater than 0.7% per year loss. EOPLLY guaranties more electricity production over 25 Certifications and Standards years than standard warranties. Our 10 year materials and workmanship warranty is a guaranty of quality and long lifetime. �� C E O © Copyright 2012 Eoplly USA Inc. www.eoplly.com EP156P60 230-245W ELECTRICAL DATA @STC EP156P/60-230W EP156P/60-235W EPI56PI60-240W EP156P/60-245"1 Note:rnrn(inch) Rated Maximum Power(W) 230 235 240 245 France Bed-View 91 7) Power Output Tdian..Lime Pe) 01+3 01+3 0/+3 01.3 manometric 35wr R014%0.33) i) ` JuOpew bo" Max mum POwe'Voltage(V) 30.05 3029 30.54 31.02 Maximum Power Current(A) 7.705 7,792 7.900 7960 l — Open Circuit Voltage IV) 3642 36.72 37S2 37.38 u Short Circuit Curreel(A) 8.561 8.644 8.681 8747 14XI)i x 026) Wi Module Etfmiency 14ei 14.38% 14.69% 14.99% _ Standard Test Conditions(STC).Air Mass 1.5,Irradiance 1000\Nlm,Cell Temperature 25 C 3 1 m 3 8 A .1 A Gmenam9 here aureate) ELECTRICAL DATA@NOCT EP156PI60.23001 EP156P/60235W EP156PI60-24OW EP156PI60-245W Maximum Pa.,(W) 167.0 1707 174.7 179.0 Maximum Power Voltage(V) 27.38 27.62 27.89 28.37 Maxi mum Power Current(A) 6.115 6.183 6.262 6.315 1 Open Cre"t Voltage(V) 3323 33.58 3387 34.24 Short Circuit Current Al 6.946 7,001 7.031 7,081 � —1 Nominal Operating Cell Temperature lNOCTp.laadlanoe BODWIrrr'.Ambient Temperature 20 G.Wind S{reedt my I 994139131 _ TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell Temperature(NOCT) 4612C Operational Temperature 40—rBSC Section A-A 11(0.43) Ma#mum System Voltage 1000V DCLEC) 6 Short-Ciwult Current Goelfident(%I G) 0,06 600V DC(UL) Open-0ircpil Voltage Ceaflisent /JC) -0.35 End-View a I Max Series Pose Rating 15A 3snL3e) Peak Power Coefficient(%1 Cl -0,48 crimmai—roll exe.atvadous L9ml-i ol,eP1e0) 10 250 MECHANICAL DATA ° j - - - "-- 200 Solar Cells Polycryslalline Silicon Solar Cell 156x1 expire(Gin.) c Cell Orientation 60IBx10J 4 -- Module Dimension 1644994x40mm(64.72x39.13x1.57 in.) 2 i— ! 50 WA,h( ns ke(4L4 lb) 0 _ __—�_ 0 0 5 10 15 20 15 30 35 40 Glass 3.2mm(0.131n.)Tempered Glass Viii IV) Frame Anodized Aluminum Alloy —j"W/m'—°OOW/m' —WWI.' —4WW/m' —200W/m' Junction Box IP65 Lowl-minewaidons 1200w1.^te,, arerinan1.1.1 im o 0 Cableac.caedor MC4 Compatible ii yozs EOPLLYUSA-156P60-1 20 72 7-1 EOPLLY USA,Inc. Subsidiary of EOPLLY NEW ENERGY TECHNOLOGY CO.,LTD 1250 Bayhill Drive,Suite 3501 San Bruno, CA 94066 Ph:+1.650-225-9400 Email:info.eopllyusa@eoplly.com [e] ENPHASE MICROINVERTER M215 r an [e] ENERGe -j G Y The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway, and Enlighten, Enphase's monitoring and analysis software. - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System availability greater than 99.8% RELIABLE No single point of system failure S M A R T I - Quick & simple design, installation and management L 24/7 monitoring and analysis S A F E Low voltage DC Reduced fire risk C�® c V us MICROINVERTER TECHNICAL DATA Input Data (DQ M215-60-2LL-S22/523 p M215-60-2LL-S22-NA/S23-NA(Ontario) Recommended maximum input power(STC) 260W Maximum input DC voltage 45V Peak power tracking range 22V-36V Operating range 16V—36V Minl start voltage 26.4V/45V Max. DC short circuit current 15A Max. input current 10.5A Output Data (AQ @208 vac @240 Vac Maximum output power 215W 215W Nominal output current 1.0 A* 0.9 A* Nominal voltage/range 208W183V-229V 240V/211V-264V Extended voltage/range 208W179V-232V 240V/206V-269V Nominal frequency/range 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range 60.0/59.2-60.6 60.0/59.2-60.6 Power factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak, 1.74ms duration *Arms at nominal voltage Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted, reference EN 50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN 50530) 99.3% Night time power consumption 46mW Mechanical Data Ambient temperature range -40°C to+65°C Operating temperature range(internal) -400C to+85"C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection—no fans Enclosure environmental rating Outdoor—NEMA 6 *without mounting bracket Features Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO. 0-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. D6/17/2011 201 1st Street, Petaluma,CA 94952 877 797 4743 W W W.enphase.corr ®Printed on 100 percent recycled paper. ACCESSORIESENGAGE CABLE & • ►I The Engage Cable is a continuous length I N G AG E of 12AWG cable with pre-installed S Y S T : IVL connectors for Enphase Microinverters to plug into. The cable is handled Quick installation like standard outdoor-rated electrical FAST Large branch capacity wire, allowing it to be cut, spliced and extended as needed. r Simple design FLEXIBLE L _ No additional cables The Engage Accessories complement the Engage Cable and give it the ability to r No high voltage DC adapt to any installation. SAFE L _ Reduced fire risk SP° C us • • CABLING ACCESSORIES - DETAILS and SPECIFICATIONS Cable . - Voltage Connector Spacing Accommodates PV module orientation i 240VAC,4 conductors 1.025 meter(40") Portrait 240VAC,4 conductors 1.7 meter(67") Landscape 208VAC, 5 conductors 1.025 meter(40") Portrait 208VAC,5 conductors 1.7 meter(67") Landscape / Cable Specifications Cable Length Options" Description Rating Model Number Orientation #Connectors Approx weight Cable temperature rating 90°C(194°F)wet/dry ET10-240-40 Portrait 40 40 Ibs Cable insulator rating THWN-2 ET17-240-40 Landscape 40 45lbs UV exposure rating UL 746 C, F1 ET10-208-30 Portrait 30 30 Ibs Conductor gauge 12AWG ET17-208-30 Landscape 30 35 Ibs Compliance U-1741;CAN/CSA C22.2 Nos.0,21,42, 65, 153, *additional lengths available through Enphase authorized 182.1, 182.2, and 182.3; IEC distributors. 60529IP67 Engage Accessories Branch Terminator Disconnect tool One terminator needed per branch circuit Plan to use at least one per installation ET-TERM-10(quantity 10) ET-DISC-05(quantity 5) i Watertight sealing cap = Cable clip I;irOne needed to cover each unused :- Many needed to fasten cabling to the connector on the cabling. racking or to secure looped cabling. ET-SEAL-10(quantity 10) ET-CLIP-100(quantity 100) 142-00013 Rev 01 Enphase Energy, Inc. 201 1 st Street Petaluma,CA 94952 Phone: 877-797-4743 Fax: 707-763-0784 info@enphaseenergy.com http://www.enphase.com Product data sheet HOM48L125GRB Characteristics LD CTR HOM MLO 240V 125A 1 PH 4SP NEMA3R Product availability: Stock-Normally stocked in distribution facility Price*: 137.00 USD Main Commercial Status Commercialised Product or component. Load Center type _ Range of product Homeline Load center type Fixed Mains(lugs) [In]rated current 125 A Number of spaces 4 —` Short-circuit current 10 kA Number of circuits 8 Number of tandem 4 circuit breakers Network number of 1 phase _ phases [Ue]rated operational 120/240 V AC = - voltage mac Complementary as" qor AWG gauge 12...2/0 AWG aluminium 14...210 AWG copper s 8 NEMA degree of protection NEMA 3R outdoor a3o Cover type Surface cover of Device composition Grounding bar included(not installed) d °6 Electrical connection Lugs E�`o Wiring configuration 3-wire ds E Material Tin plated aluminium busbar =as Enclosure material Welded galvannealed steel Cover finish Gray baked enamel _ Product certifications UL listed file E-6294 t a` Ordering and shipping details Category 00149-HOM 2-8 CKT,MLO,NEMA1&3R \ m2Ec Discount Schedule DEK GTIN 00785901484370 as Nbr.of units in pkg. 1 - Package weight(Lbs) 11.24 - Product availability Stock-Normally stocked in distribution facility E o Returnability Y c Country of origin MIX a `oN jgmN Contractual warranty Period Lifetime Qo1Ow _v`om r icz Aug S.2013 4ider Electric 1 o BURNDY® WEEB Washer, Electrical Equipment Bond The WEEB line of products is designed to bond solar PV modules to mounting structures and create an electrical path to ground. WEEBs eliminate the need for older, more costly grounding methods and greatly reduce the amount of labor and materials used in installations. The innovative WEEB design removes the need to run ground wire to each individual module and eliminates the need for surface preparation on anodized aluminum components. To install, WEEBs are placed between PV modules and mounting rails at clamping points or at bolted connections. When anti-seize is applied and the hardware is tightened down to the appropriate torque Spec, the WEEBs' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. a� f Material: 304 stainless steel � Listed to ANSI-UL 467 by Intertek .� ETL for use in Canada and the USA 4 Maximum electrical equipment ground conductor size when used with WEEBs contacting each module in an assembly: 6 AWG Outdoor rated Solar Module Frame Solar Module Frame WEEB 4P.F_ I/ WEEB 9.5 i Mounting Rail / Mounting Rail i l Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 1-800-346-4175 Gus ua 1-603-647-5299 (International) Intertek ©2012 BURNDY LLC www.we-llc.com HUBBELL I 9 I ® STAINLESS FENDER WASHER IM 2 F �c i� a I - I I I I GROUNDING WASHER i The Enphase Microinverter model D380 is shown. The installation procedure and grounding washer model numbers also apply to the Enphase Microinverter models M190 and M210. SYSTEM OVERVIEW Use WEEB-PMC to bond solar modules to module mounting rail. s Use WEEB Bonding Jumper to electrically connect mechanically spliced rails. Use one WEEBLug-6.7 assembly per rail to connect system to equipment Important notes ground conductor. 1. Use general purpose anti-seize compound on fastener threads when installing WEEBs. 2. The NEC section 690.43 states, "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded in accordance with 250.134 or 250.136(A) regardless of voltage." 3. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Document Number 104-040400000&014 ®2012 BURNDY LLC. Page 6 of 13 N C C O Z N N � N V N Q d N N d p a O ry N O O. O .. NNN nN o `m�a U m m 3-omd do as m o 0 N � O ° `o_ m3 cE nE ix mE 1— ' z omx Noy � mN umn �' � o �,Q Z SSE 'o d rnL E d ° W N N L 6d %qD Na N O-OL_V CIO Y'O o d �d N o m c L 0 ` E E.o_ m m > mm `m o0 oa ro—"c m t o m m W wd Ed ti o ui `ULL 6 M LL Li U 0 5 z o .5 0 U Q C O C > O W O o o a d V cc V o Z n W W 0 L—L 3 Q Q m Z z J O N —/� O V/ LL adoa U J D N 3 N O U m N N L M a0 `- r N o'c O NM mC ILL Q CI N N N / W Oli Z YLL. e_i� W N N U O F O N O'S O N nc '0 'o8 W Z dn1G C O 0 N Q O O y01 C O C C N ^ Li m duo Eun�U Q .'.z Q 00 a2z w U W w r* W U • g a A New Photovoltaic System For r�' Scott and Stay P nn Residence 6_ Ind i in & Safety De 0 y ~ L-� � ` � l� CI tt oao�Q sheet 2 12014 U1 U) ry AE-J �`,`, G�C6Ul Sit P A��. r . , . `_` - t _A`.\_` OS�� 002 S' Line _ m C�' ,�� .,fZ✓ `_� . : ` P• _`Q� 003 k oun" Details a red =_ it c ConnectionbQe ,CeOQt°O�� Contractor: Weight Loadin �Qlys'ie J b _ - - ° " re o5c° Cole B. Williams 6 Syste`ilpwrrt (��'i"'p�e(1Q\a ,t �p� V 007 �X*V l VS Q��icati 0heet 4.4 K W-DC \a°� 5Q' d System Size \.°ySt 8`S50R�er4*Xcification Sheet ,aj�°9a5, gage Cable Specification Sheet *PQQ a\°06 ", p�' - kOV °Sa 0 Q\6 Panel Specification Sheet �y I aQQ `\ urn e\Atl Weeb Specifications Sheet ....i N 012 Photovoltaic Signage Diagram � cd - - - - - 1- U 013 Tile Trac Specifications Sheet Vt iz ' Vicinity Map tom- 0l4 Structural Engineer Report General Notes: U U Cd 1. All electrical work shall be in accordance with the 2013 CEC and 2011 National 16. NEC Art.690.17 each ac disconnect shall also be labeled with:"Warning- 28. Per section R314 and R315 of CRC 2013,it is required that Ct Electric Code(NEC),local municipal code,and local fire district regulations. Electrical Shock Hazard-Do Not Touch Tenumals.Terminals on both line and smoke alarm and carbon monoxide detectors are retrofitted in 2. All equipment shall be listed and labeled per recognized electrical resting laboratory load side may be energized in the open position".Label shall be Ps:4"mininnum to the existing dwelling for ermit with repairs or additions a✓ P g ry Y g P P g g P P an installed per the listing requirements and the manufacture's ture's instructions. with UV resistant white letters on red background. exceeding$1000. � � � � Q 3. All inverters shall be UL98 standard and UL1741 listed compliant and shall be 17. DC disconnect at the inverter will be readily accessible after the installation is 29. Working clearances around the existing electrical equipment as ..d inspected by local utility before commissioning,testing,and operation of the system. complete per 2013 CEC Art690.14 where terminals of the disconnecting well as the new electrical equipment will he maintained in U-i E-.I Cd {..[.l 4. All outdoor equipment shall be minimum NEMA 3R,including outdoor mounted meatus may be energized in the open position.Prmide a warning sign of the accordance with CEC 110.26 4_J transition boxes,combiner boxes,and switches. hazards per 2013 CEC Art.690.17 30. Adequate spacing must be maintained between any plumbing sewer 4_J 5. All equipment shall be properly grounded per the requirements of NEC Art.250,690. I8. Contractor to provide ground fault protection for roof mounted photovoltaic vents extending through the roof and the underside of the Q 6. NEC Art.690.9(a).all circuits connected to more that one source shall have Q i. arrays located on dwellings per 2013 CEC Art690.45 photovoltaic panels(6"min recommended). 'J overcurrent devices located so as to provide overcument protection from all sources. 19. Where more than one nominal voltage systems exists,the different systems shall Q 7. NEC Art.690.18 due to the fact that PV modules are energized whenever they are exposed to light,PV contractor shall disable the army during installation and service be identified ce phase and system per e that CEC Arc bin open O `p 20. Provide an accessible disconnect device that E lockable in open position and is �1 by short circuiting,open circuiting,or covering the array with an opaque covering. lr� r A 8. Photovoltaic system shall be backfeed the distribution system on site per the located within "of the meter per local electrical utility regulations. � i requirements of NEC Art.690.64(b).All backfeed breakers shall be identified as such 21. Photovoltaic source currents must be rated at both 125%of theparallel module Contact Information: and shall be secured in place by an additional fastener per the requirements of NEC and at a continuous load of another 125%for a total of 156/o of the load. 22. Provide permanent plaque or directory providing the location of the service Homeowner:Scott and Stacy Y P nn-29266 Granite Ride Ct. 408.16(0(408.36(0 in 2011 NEC. g areonnect means if they di t ic s lt t h d th ti disconnecng means an e photovoltaic disconnect y 9. Fall arrest protection per OSHA requirements shall be provided for all roof work. Quail Valley,Ca.92587-Te1951.473.6017 10. All conductors and terminations shall be rated for 90°C minimum. not in the same location per 2011 NEC Art690.56.CEC 705.10 Designer/Contractor: Cole B Williams72227 Adelaid St. Legal Description: 11. NEC Art.690.56(b)a placard shall be provided on the exterior and the interior of the 23. Installation of PV panel arrays should resist sliding and pop-up resulting from Thousand Palms,CA.92276-Tel760.391.7270 APN a 351-23IA12 utility main service disconnect location with the following text"Caution Solar seismic events and should comply with CBC section 1613A and ASCE LOT a 116 Photovoltaic(PV)System Installed.when power disconnected,solar PV modules and standard 7.05 chapter 13. Engineer: James R.Vinci-1337 E.Thousand Oaks Blvd. wiring in conduit to inverter may remain energized during daylight hours. 24. It is recommended to install the PV array such that general shading of the PV Ste 114,Thousand Oaks,Ca.91362- TRACT r 30330 photovoltaic system disconnects are located in the PV equipment room. modules between 9:00am-3:00pm Tel 805.496.2100 Approvals Date 12. NEC Art.690.14 each DC disconnect shall be labeled with:"Solar Photovoltaic solar time is minimized and localized shading due to pluming or air vents is aa,n 1.Martinez 05-12-14 Power System Emergency DC Disconnect".Label shall be 1"x4"minimum with UV minimized. Signature resistant white letters on red background. 25. Drawings in general are diagrammatic and indicate general arrangement of the Occupancy Group: R3 &U Checke :L.Figueroa 054144 13. Back-fed breaker shall be at the bottom of the panel or at the end of the circuit.if this equipment and work Included. Signature is not possible to install the breaker without changing something,calculation for the 26. The intension of the drawings is to indicate size,capacity,approximate location Construction Type: VB panel shall drop from 120%to 100%. and general relationship,but not exact detail or physical placement Project No. 14. No attachment shall be made within 6"of any muss plate. 27. Field verify exact AC rating required of the main switchboard Project Shall Comply With: 14,364 15. Permanent labels shall be provided,no sharpie marking will be allowed within any from local utility company. 2013 CBC, 2013 CMC,2013 CPC, 2013 CEC,2013 CRC Sheet No. sen'ice panel(s)" 000 O O 2011 Title 24 Energy Standards, 2011 NEC N G r GL � ES a g Q � O z -ao ' /� o mW w Z V IOrr �la��� No 1 m Exp. 2/ /15 So I- -` - - - - - _ _ ProertyLine o fi - 05-1 - 14 "ontractor: Col' e B. Williams STRUC U L ON Y Revisioes Date 3' Revision#1 `. Y ' N C i & O C J S ` / Revision#2 1��t \ / cSfrucfu n9ineers � � � � J �__ \ Q 1337 E.THOUSAND OAKS BLVD,SUITE 114-THOUS Or1iS,CA 91362 i Q P-805.496.2100 f- 805.498.2442 e- VI E.com 00 •Cd 1� Ci • 'V / O O QJ r � Cd U Driveway D N ® �° Cd cCdd : / An a'D ba t a / o U ° a / > C c� / location for solar electric array 19 Eoplly New - rn Existing 200-amp Electrical Panel / s Energy Technology EP156P60 230-W solar panels a . New Utility Lockable AC Disconnect are shown Legal Description. will be in line of sight of the Main 18 Panels face azimuth 105° APN#351.231012 Service Panel New 125 Amp sub panel for PV syste 1 Panels face azimuth 285° LWSm[e: 1"=20' 30330 19 (e En hase Microinverters I _ —Tilt 18° ls Date p rtinez 05.12-14 M215.60-2LLS22/S23 — _ _ propertyZtne 4.4 KW-DC System Rating(3.7 KW-AC) signature `— -- -- igueroa OSIM4 Signature Roof is a two story roof with a sloped concrete thesurface roof mounting racks for solar modules are . 14 364 professional solar products "roof-trac" see attached sheets for mounting rack engineering details. si"etN°' 001 Conductor Amp en,p Correction Factor Conduit Fill Deraeing Adjusted 4,370 Watt DC (3,745 Watt AC) 19[e] En hale Mlcroinverter Location Wire and Conduit Schedule Amps Multiplier Req. Wire Wire Rating Conduit Conduit p g per NEC per NEC table 310.16 an Factor per NEC table Co,ductor L Solar Electric Array M215-60-2LL-S22/S23 Amps Gauge Type Table3t0.16 310.15E 2 A zan Type Size C 7e�� a, Module to Microimeerter=0.9xl= 0.9 1.'_5 1.13 Enpbase 30 AMP 0.87 N/A 26.1 AMP N/A N/A N w R 19 EOplly New Energy Technology Grid-Tie Inverter Microinvertet to J-sox=0.9x10= 9.0 Lz Engage Wire 0 AMP 0.87 N/A 26.1 AMP N/A N/A �� U s Modules (1 ea. Per Module) v` c�n= Y 1-Box to SubdPanel 90 1.25 112 NO.10 THWN3 40 AMP 0.58 0.80 18.5 A, EMT 3/4 U_ W e�c+1 u1 230-Watt Modules Input: 16 to 36 V Sub-Panel to Pert.Meter 17.1 25 21.3 NO. 10 THWN-2 40 AMP 0.87 N/A .8AM EMT 3/4 Z b +O Model No.EP156P/60 Output: 215 Watts Max Perf.Meter to AC Disconnect 17.1 L25 21.3 NO.10 THWN-2 40A.MP M N/A MP EMT 3/4 tA < �p7 Individual Module Rating: Output Efciency: 96.0% AC Disconnect to Main Panel 17.1 125 21.} NO.10 THWN1 40 AMP 0.87 N/A gAMP EMT 3/4 Ptc=205.3 Watts 240 VAC, 0.9 Amps max G.E.C.1#6 THWN-2 GRD =_ Voc=36.42 VDC integrated GFCI and o Ise=8.56 Amps DC/AC disconnects Table A:Maximum Allowable Ampacity of conductors Installed in a circular raceway,exposed to sunlight,on or above rooftops Number of current eni ee Solar PV Standardan Height above Highest ambient temp.35"C to 40'C 120%Rule: ontractor: carrying conductors rooftop 200 Amp Electrical Service X 120%- in a raceway p l2 AWG 10 AWG S AWG 6 AWG 4 AWG 240 Amp-200 Amp Main Breaker- Ole B. Williams 4 to 6 Conductors Above 0.5" l7 23 32 44 55 40A>20A-2p Breaker O.K evisions Dale Typical Module Connection m 3.5" YP Revision#I (10 modules total) W-1, Main breaker located Method of Cunneen.. Revision#2 Grounding at the END of buss Backfed Breaker Washer New Solar Subpanel Euplmse 125A _00A Main 0 Engage Wire unction Box l 30 Amp, 250 VAC &issbar 3#IOTHWN,2 240/140 VAC Utility Lockable 200A Main •� ,n © 00 Solar Performance Breaker N r Tem,io IcZe Meter Knife Blade Type p� it all ran W 120/240Meter Fused(AC)Disconnect .� endofcable Reterto Note Na.9 15A 7-P �� [C (NEM 6.3 and NEC 690.17) (� U 3a101tHWN2 0 3»LOTI-IWNd 3#10THWN-:. ^ 4-•1 Typical Module Connection ® ® Is 25A 2-P vo i (9 modules total) W<a, Q 8 ^ '�" � r- cmnnding 15A 2-P •^a 'J. W h<r ^ In6 AWG GRD fro AWG GRD U (� ^' 25A 2-P T Uunction Box Md 4.1 Irreversible Utility G ���y.1 v J r..�� �.•t Q Engage Wire Envoy Communications Oatewa Crimp Connection 3»IOTHWN2 Y Y 120/240Input ✓` ...y •� to rag U ® Utility (� Gim- .EC y Tnmwlled clo W 1»®WG GRD Ethemet Cable Bidirectional •U V Ct � � Refer to Note No.9 Meet end of eahle 3/4"EMT to Broadband Router Conduit Existing v C.B.To be located at oosite end of bussbar 4J �--i •I-) pJ SVC Ground pp 1-1 Neutral tram existing main breaker and warning label •,� Q provided per NEC 690.64(B)(7) o U eP�Ll ) ec Electrical Notes: o�MENN�Sp,FE� 1. See Photovoltaic Signage Diagram for verbiage and signage locations. NG P ZE 2. All electrical work to be done in accordance with latest edition of the California Electrical Code. gV��-0X vV10 P egalDe rip[ipm N#351-231,012 3. All electrical conductors exposed to the sun shall be approved for exposure to sunlight (NEC 300.6C1, 310.40V P e�(tt\0 o LOT# 116 4. All electrical 5. All conduit wall be external,tilization La equipment on space 11 not be altere of ed Waal berated for use in DC circuits. wE��� trip°S«veo� do\m° ��nn. hood, O o Date Y o y J SStia\\°° ons. dQ\a°s Signature 6. All photovoltaic system conductors of the roof will be 90 C rated. sev\a6 o°\a°1Q`0to\app`0�e Checked: .Fiveroa 0505-14 7. Notify serving utility before activation of PV system. ,pQvn%001 °\a�4\o\a\`0� Zti�55e signature 8. When a backfed breaker is the method of utility interconnection, breaker shall not read "Line and Load". a9p`p°a\ sa° a' Prole, NTs °\a<t0h \ehOn• Project No. 9. Continuous grounding method through Prosolar railing teB °r��\comp 14 364 • toY" Sheet No. 002 O 2 10. Project shall comply with 2013 CBC, CMC, CPC, CRC, 2011 NEC, and 2013 CEC. lY q Truss @ 24" O.C. a 48.0 o i! �e e EXP S 'AS I I I I I I I I I I I I I I I Die * I I I I I I I I I I I I I I I I I I I I I ontractor: I I I I I I I I I I I I Cole B.Williams 0 5- - 1114 I I I I I I I I I I Revisions Dare Revision#1 STRUC L L bNLY JI I I I I I I I I I I I I Revision#2 VINCI & 01 CIA ' . E I I I I I I I I I I I I I I I I I I I I sfrucf yin�ers I I I I I I I I I I I I 00 1337 E.THOUSAND OAKS BLVD.S1 IITE 1 4-THONN$AND OrS,CA 111362 I P- 605.4962100 f- 605.4 2442 e- VIncIQVin .can � � T I I I I I I I I I I I I I I I I I I I I I I I I I I I V ° I I 0 48.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ° I I I I I I I I I I I U) I I 0 I I a N I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I I Legal Description: I I I I I I I I I I I I I I I I APN#351.231.012 LOT#116 TRACT#30330 Approvals Date D an: I.Martinez 05-I214 Professional TiletracJ Professional solar Signature stanchion, attached to products aluminum Cheked: .Figueroa 05A5.14 Signature trusses using 16 t x 311 support rails, attached ISvle, V-20' lag screw to Tiletrac stanchion Project No. 14-364 Sheet No. 003 G a Note: Roof drainage shall not be obstructed by a N N panels/supports. A minimum of 4 inch clearance between roof c o� w " and panels. o � J A P V ' z_ 5/16"SS BOLT ® V ontractor: Cole B. Williams Solar Panel ReVisiow are Revision#1 Support Rail Revision#2 Channel No Extruded Aluminum �+ Ib 4kn " 4—, N � Poly-urethane roofing 3/8" SS All-Thread T— N U sealant at hole in file � r > O a, Concrete Tile '� M � Z "Tiletrac' Stanchio Mastic r o sealant t% p r N un e i tra „Vu GCd W O Plywood p u Cd Q�oF si 4 �Cc ^ E 1 ` Roofing paper- 0 rL N 0 4 xp.12/ 1 P Legal Description: q 5/16"x 3" SS Lag Screw---,----- crew A�� APN#351-231.012 LOT#116 05 13 014 1 TRACT#30330 c Or Approvals Date D n: 1.Martina 05-12-14 o d STRUCT RAL ONLY Signature O f S Checke :L.Figueroa 05.12.14 V I N C I SSOCIATES sigaroxe cSfruc a/en ineers scale: NTS 9 Project No. 1337 E.THOUSAND OAKS BLVD,SUITE 114-THOUSAND OAKS,CA 91362 14-364 P- 805.496.2100 i- 805,496,2442 e- VkiGI i?VIncISE.c= Sheet No. 00 Third Party ,/ Il Lab Tested e rac 1740lbs• oo" Patent#5,746,029 Pu110trt Value Tile Roof Structural Attachment The patented TileTrac(D attachment allows for a structural roof rafter connection with optimal - attachment stud location adjustability. Design results in the best looking systems in the industry. Tile Trac°fors-curve Tile Trac°forflat concrete tile - concrete tile Ovs Tall Threaded Stud) (4" Tall Threaded Stud) Pat#Tf-18-T6 Part#Tf-1&T4 Benefits of the TileTrac° • Industry's most cost effective tile • Aluminum and Stainless Steel components for attachment product corrosion resistance and strength • Minimal install labor and time • 1,740 Ibs of 3rd party lab tested pullout strength • Over 12 years of industry • Wafer-tight seal lab tested for 7 days under 34 preferred design inches a water, zero leakage • Requires only one Stainless Steel • 10 sq. inches of base area evenly distributes roof lag bolt (included) load and provides sufficient sealant bonding area • • ' • The TileTrac® Design • 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 flow. Without TileTrac° With TileTrac° Water Flows High Point/ • , , Support Rail in the Valley Crown pp of the Tile of the Tile / (optimum) • •1 �% � 11✓ l RTileTrac® assembly \ -1 structurally attached • • • • • Rafter /y Not structurally attached to the rafter Rafter to the rafter Installation steps for both s-curve and flat concrete tile* t t._ STEP 1:Select a the in the area of the roof rafter. STEP 2:Remove the tile by pushing and pulling. STEP 3:Using an electronic stud finder(recommended), It is usually held in place by a small nail. or other means,locate the rafter center. Mark a reference point on the tile above. w i a� Tip Drill 116'"pilot hole. pact wrench... Step 4:Seal the initial tile nail hole.Using a 3/16" Step 5:Insert the log bolt and washer through Step 6:Using a 1/2"socket,install the lag bolt until drill bit and drill guide(Fd-Drill),drill pilot hole the Werra&and apply fresh room temperature seated.Do not overtighten.The sealant should flow along the rafter center sealant to the base. outward sealing any holes. s;i. a RoI YHammer drill or o 5 sei; E drill ' Step 7:After balling the base to the roof,slide the upper carriage Step 8:Replace the file by lining up the snap lines Step 9:Using a 3/8"carbide drill bit and ROTARY HAMMER into the correct position under the crown of the tile.For Flat tile, and mark the drill location accordingly. DRILL in hammer mode,drill through the tile.See online slide the upper carriage near the middle of the tile. video at v .prosolar.com for details. �gnC y Tlp. . Bind j2) 3/8" nuts and Step 10:Insert the threaded stud through the tile and Step 11:Unbind nuts and remove from stud.Apply UV rated Step 12:Fasten rail with lower and upper tighten with 9/16"wrenches to engage stud with base.Bind sealant between stud base and file and compress with a 3/8"nuts/washers as shown. two 3/8"nuts(included)using 9/16"wrenches and tighten. 3/8"washer.Apply UV rated sealant around top of washer. *Not recommended for clay or slate tiles. ©Professional Solar Products, Inc.June 2008.TileTrac is a registered trademark and covered under Pat. #5,746,029 VINCI & ASSOCIATES Structural Engineers CLIENT: Professional Solar Products,Inc. 1551 S.Rose Ave.,Oxnard,CA 93033 Tel:805486ATD0 Subject: Static load test results for the following: MountingSystem Maximum Frame Maximum Frame Load Equivalent Wind Speed y Length*(In.) Width*(In.) (Ibs/ft') (mph)** RoofTrac® 65(77**) 40 55 135(115**) TESTSEfUP(as shown in attached drawingdetalq:Three modules,as specified above,were bolted to 136"x1.5"x1.5" Professional Solar Products(PSP)patented RoofTrdc®support rails using an assembly of 5/16"Stainless Steel(SS)bolts,SS lock washers and proprietary aluminum clamps and inserts.The RoofTrac®support rail was attached to the PSP RoofTrace structural attachment device with a 3/8"SS nut and SS washer at six attachment points.The setup was attached to 2"x6" wooden rafters using 5/16"x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown In attached drawingdatalo:The test set up was top loaded to 55 Ib/ftz.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 55 Ib/ftz.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.469",with no permanent deformation. The maximum uplift deflection was recorded at 0.313",with no permanent deformation. This document certifies the Roofrrac®mounting system used with modules,as specified above,withstand the stated static pressure load,equivalent to the stated wind speeds". The mounting system performed as expected. Sincerely, James R.Vinci,S.E. This engineering report verifies that Vinci&Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the Industry standard for testing module mounting systems. Vinci&Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength.A 5/16"lag bolt requires a 3/16"pilot hole. It is the responsibility of the installer to Insure a proper attachment is made to the structural member of the roof. Failure to securely attach to the root structure may result in damage to equipment,personal injury or property damage.The purposed racking system maybe installed on any roof upto maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed into a r of bar or blocking with a 5/16"diameter screw at each Fast jack location. Screws shall have minimum of 2%penetration into framing member forzo nd minimum of 3"penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0"square at each comer of the roof) This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installs o . ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including Fastlack*,TileTmc(b,and Foamlack*)can be interchanged with this system. Check with local building department or AHl for site specific requirements. *Modules measuring within stated specifications and tested to 111.1703,or equivalent,are included in this engineering. y4�Gcr **Wind loading values relative to defined load values using wind load exposure and gust factor coefficient "exposure C"as defined in the 2012fBC)/2013(CBC).For 77"x 40"module,equivalent wind speed No 1 derated to 115 mph. P. 2/ 1 ***Module tested;64.6"x 39.1"x 1H(shrp) ****Est.snow load rating of 30 lb/ftx based on 1.5 safety factor.(20 lb/ft-for 77"x 40"module) tf� 1337 E. Thousand Oaks Blvd, Ste 114 " Thousand Oaks, CA 9 36 Page 1 of 3 T 4 48 I � 40 46" 65" Module Area= 18 ft2 each ��m "gym re 2,98416s/ Total module (45 Ibs ea.) I55Psf and rail (10 Ibs ea.)weight: 155 Ibs IY Number of attachments: 6 ea Weight/ attachment point: 26 Ibs Area: 54 ft2 Distributed weight: 2.9 lb/ft2 5/16"Stainless Top Laad Deflection: 0.469" Steel Hex bolt 5116"Stainless Steel FE] 994 Lock Washer y � CO RE LLq T Aluminum ProSolar Inter-Module Clamp I Aluminum ProSolar Uplift Deflection: 0.313" U Channel Nut Aluminum ProSolar RoofTrac®Support Rail 3/8"Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented c FastJack®Roof Attachment* yc `—�— 5/16 Stainless Steel Lag Bolt v t t/15 and Flat Washer * p� 'Lab tested structural attachments manufactured by Professional Solar Products ROOffrac' (including FastJacks,TileTracm,and Foam-lackm)can be interchanged with this system. Solar Modules Professional Solar Products RoofTrae Patent#6,360,491 Static load test Photovoltaic mounting system Page 2 of 3 RT_4 Approx. 48" FastJack®2X bracket only to be used between two rows of modules to maintain approx. _ 48"upper to lower RoofrracOD support rail spacing Approx. 48" Module Area= FastJack®2X bracket 18 ft2 each Assembly side view Approx 20"max I� overhangVIM 48" 5116"Stainless Steel Hex / bok and slit lock washer Total module (45lb/ea.) / Aluminum ProSolar and rail (1 D lb/ea.)weight : 310 Ibs ddd Inter-Module Clamp Number of attachments: 9 ea Aluminum ProSolar Weight/attachment point: 35 Ibs Channel Nut Area; 108 ft2 Aluminum ProSolar Distributed weight: 2,9 lb/ft2 RoofTrac®Support Rall I I ffapap j j 318"Stainless Steel II II Hex Bolts and Flat Washers i J i Aluminum ProSolar FastJack(g)2X Bracket I (only used between two rows of modules) C Aluminum ProSolar Q Patented 2 pc FastJack® Roof Attachment '� N 1 1 15 5/16" Stainless Steel Lag r 0; Bolt and Flat Washer F C 'Lab tested structural attachments manufactured by Professional Solar Products RoofTrac® (includingFastfacka THeTrac®,and Foam.lack®)can be interchanged with this system. Solar Modules *`Check span suitability with MJ as necessary Static load test Professional Solar Products Rooffrac® Pafenfq 6,360,491 Photovoltaic mounting system Page 3 of 3 RT_4