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PMT16-02124 City of Menifee Permit No.: PMT16-02124 29714 HAUN RD. �nCCEL/_> MENIFEE,CA 92586 Type: Residential Electrical °vien"AS"A " MENIFEE Date Issued: 0711812016 PERMIT Site Address: 28357 EBONY CT, MENIFEE,CA 92584 Parcel Number: 372A93-004 Construction Cost: $30,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR SYSTEM,26 PANELS,6 MICROINVERTERS,7.41 kW Work: Owner Contractor RYAN BURD PETERSEN-DEAN INC 28357 EBONY COURT 39300 CIVIC CENTER DRIVE MENIFEE, CA 92584 FREMONT, CA 94538 Applicant Phone:5103716500 JENNY ENCISO License Number.468117 PETERSEN-DEAN INC 39300 CIVIC CENTER DRIVE FREMONT, CA 94538 Phone:9095227180 Fee Description Qt( Amount 151 Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 2.00 SMIP RESIDENTIAL 1 4.00 General Plan Maintenance Fee-Electrical 1 12.60 $455.1 D 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.rpl Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). 1 hereby affirm under penalty of perjury that 1 am under provisions of Chapter!](commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full force and effect. the following reason: License Class License No. By my signature below 1 acknowledge that,except for my personal residence Expires Signature in which 1 must have resided for at least one year prior to completion of ef improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o I hereby affirm under penalty of perjury one of the following declarations:i licensed contractors.I understand that copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the tabor Code,for the performance of work for which www.leeinfo.ca.eov/calaw.html. this permit is issued. Polity# Date // PROPERTY OWNER OR AUTHORIZED AGENT �1 have and will maintain workers compensation insurance,as required by section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are- application application and the information I have provided is correct I agree to comply Carriers 11�C �a I �` �1/`-r with all applicable city and county ordinances and state laws relating to �f``��''�� q ,yy f� t ,( �7 building con uction.IS resentatives of this city or county to Policy# i� !�1 Yl ! Exlzl es ""f-0 - enter the a ve ide ed grope far inspection purpoys (This section need not to be completed is the permit is for one-hundred Date ` dollars($100)or less P PERTY R OR AUTHORIZED AGENT ❑I certify that in the performance of the work for which this permit is issued, I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers o rpensay proviions of Section 370 ofthe Labor Code,I shall forthwith ply w'h those avisions. p� Will the applicant or future building occupant handle hazardous material ora Applicant Date 0 mixture containing a hazardous material equal to or greater that the amounts�sp33��filed on the Hazardous Materials Information Guide? WARNING:FAILURET -SE RE WORKER'S COMPENSATION VERAGE IS oYes 4& UNLAWFUL,AND SHALL BJELT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguideli s CONSTRUCTION LENDING AGENCY ❑Yes o I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency far the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes QX0 OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I uirements under the State of California Health&Saf ode,Section 1.5505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardouoaterial rep i checkma k(s)I have placed next to the applicable item(s)(Section permit oYes No 1� d Business and Professions Code).Any city or county that requires a permit to Date construct,alter,improve,demolish or repair any structure,priorto its PROPER OWNER OR O ENT issuance,also requires the applicant far the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION EPAI AND PAINTING RRP License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a perm it subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their o 1,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a D An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project because: a 1,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RAP Acknowledgement. EsGil Corporation In(Partnership with government for Buifding Safety DATE: 07/14/16 ❑ APPLICANT ❑ JURIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02124 SET: I PROJECT ADDRESS: 28357 Ebony Ct. PROJECT NAME: RYAN BURD 26 @ 250 Watts Micro-inverters Solar Photovoltaic System ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/08 9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 Cicy of Menifee PMT16-02124 07/14/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02124 PREPARED BY: Sergio Azuela DATE: 07/14/16 BUILDING ADDRESS: 28357 Ebony Ct. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction code mnf Manual Input Bldg. Permit Fee by Ordinance � Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑❑Repetitive Fee Other .: Repeats Hourly1.5 Hrs. @ EsGiI Fee $105.00 $157.50 ` Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ & ASSOCIATES c5/ruc/ura/Ongineeri STRUCTURAL CALCULATIONS City of Menifee Building r4 Sa4aty Dept. FOR JUL 0 7 .2016 o' P4°�DI,I PHOTOVOLTAIC ARRAY Burd Resid n 28357 o t i O Menifee 2 84 moo µ1C R Y ti c3 S4, 11 Ex 12/ 1/ 7 J' RPM F C \F� CL NT: a rsenDean OB 09-3457 175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360 n 805.496.2100 • f 805.496.2442 • e solar@VinciSE.com DATE: 7/6/2016 [ G: G I & ASSOCIATES SKEET: 1 PROJECT: Burd Residence 61rac/aral Cngmeera JOB NO.: 09-3457 28357 Ebony Cl 175E.WILBUR ROAD.STE103 •THOUSAND OAKS,CA91360 ENGR.. JRV Mendee, CA 92584 p8D5496,2100 • 1805.496.2442 • e 5olar@VIncISE.wm cuENT: PetersenDean 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: = 39.41 in Solar Module Length: = 65.94 in Solar Module Area = 18.05 ft2 Solar Module Dead Load = 2.59 psf Number of PV Modules = 26 Number of PV Mounts to Roof = 40 Maximum Spacing of Mounts = 6 ft D.C. Tributary Area to Mounts 18.05 ft' x( 26 / 40 ) = 11.73 ft2 (Average) (6 ft oc x 65.94 in / 12"/ft)/2 = 16.49 ft2 (Worst Case) Solar Module Vertical Support Point Load: 16.49 ft2 x 2.59 psf = 42.7 Ibs TOTAL AREA OF ADDED SOLAR PANELS ( 3.28 ft x 5.50 ft ) X ( 26 Modules ) = 469.2 ft2 DATE: 7/6/2016 F f t ` c< I & ASSOCIATES SHEET: 2 PROJECT: Surd Residence 61ruc/um/ (irrpineers JOB No.: 09-3457 28357 Ebony Ct 175 E WILBUR ROAD,STE 103 THOUSAND OAKS,CA 91360 ENGR.: JRV Menifee, CA 92584 805.4962100 • 1805.496.2442 - sear@VincISEcom CLIENT: PetersenDean DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT T-:,,:LT : FL<<+=E ::1:T } cur:Lsacs REFER TO NEXT SHEET FOR UPLIFT FORCE CALCULATIONS !E',HEs)(I!LT..., r.;;'`r.1:ETE ZONE 1 UPLIFT = 25.3 psf 2.59 psf TA.E ` r �i R : r Lrra r Design Force=(Uplift x(0.6) ) -2.59 psf Net Uplift= 12.6 psf T 1.54 Connections per Module (MIN) �•� :: a .c_ T. 26 Modules, 40 Connections 5/16 . 4. 55 LAC,OCLT Max Trib Area = 16.49 ft2 I M T-1b5(5) 7 112'M. I'MVI'VI 'H/FOCF UPLIFT/CONN. = 16.5 ft2 x 12.6 psf n:-u,4.Trr P = 207.7 Ibs/conn PER 2012 NDS (TABLE 11.2A) PALLDw = 258 Ibs/in x CD x Cr for(1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST PALLOW = 2.00 " x 413 Win 825.6lbs > 208lbs Therefore O.K. FACTOR OF SAFETY: F.O.S. = 3.97 > 1.5 Therefore O.K. ZONE 3 UPLIFT= 63.1 psf -2.59 psf ZONE 2 UPLIFT = 42.1 psf -2.59 psf Design Force=( Uplift x(0.6) ) -2.59 psf Design Force=(Uplift x(0.6) ) -2.59 psf Net Uplift = 37.8 psf Net Uplift = 25.2 psf 1.54 Connections per Module (MIN) 1.54 Connections per Module (MIN) 26 Modules, 40 Connections 26 Modules, 40 Connections Max Trib Area = 16.49 ft2 Max Trib Area = 16.49 ft2 UPLIFT/CONN. = 16.5 ft2 x 37.8 psf UPLIFT/CONN. = 16.5 ft2 x 25.2 psf = 623.7 Ibs/conn = 416.1 Ibs/conn PER 2012 NDS (TABLE 11.2A) PER 2012 NDS (TABLE 11.2A) PALLOw = 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 2.27" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST FALLOW = 2.27 " x 412.8 lb/in PALLOW = 2.00" x 413 Win 938.1 Ibs > 624lbs = 825.6lbs > 416lbs Therefore O.K. Therefore O.K. FACTOR OF SAFETY: FACTOR OF SAFETY: F.O.S. = 1.50 > 1.5 F.O.S. = 1.98 > 1.5 Therefore O.K. Therefore O.K. - - PROJECT: Bunt Rnresdence - PAGE: 3 CLIENT: 12M7 Ebony CL Mentfee,.CA:Q7511, DESIGN BY: ;JRV JOB NO.: ils4W7 DATE: i07tl7BL18 . REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7-2010 ] CBC 2013 INPUT DATA Exposure caiegory(e,C a D.ASCE 7.10 26 73) - C Importance factor(ASCE 7-10 Table 1.5-2) Lr = 1.00 for all Category Basic wind speed(ASCE 7-10 26 5.1 Or 2012 act V - 110 mph Topographic factor(ASCE 7.1026.6 a Table 25.6.1) Ke = 1 Flat Building height to eave ty = 19 ft Building height to ridge h, = 24 it _ Building length L = 50:5 11 W Building width B = 43.5 If Effective area of components(or Solar Panel area) A = JUNO Ile DESIGN SUMMARY Max horimnlal force normal to building length,L.two = 19,39 kips,SO level(LRFD level),Typ. Max horizontal force normal to building length,B.face = 16.92 kips Max total horizontal torsional load = 126.43 0-kips Max 10121 11 ward(rise - 11..6 Wiv, ANALYSIS Velocity pressure ql,=0.00266 KI,K.Ka V7 = 24.01 psf where: qh=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.3D 3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height h,(Tab 2s34,fig 299) = 0.91 Ka=wind directionalily,factor.(Tab.26.6-1.for building,page 250) c 0.65 h=mean roof height = 2150 ft c 60 R,[Satisfactory] (ASCE 7-10 26.2.1) c Min(L.B),[Satisfactory] (ASCE 7-10 26.2,2) Design pressures for MWFRS p=qh((G C l)-IG Ca)] where: p=pressure In appropriate zone.(Eq.28.4-1,page 296). lo, = 16 psf(ASCE 7.10 28.4.4) G C°,=product of gust effect factor and external pressure coefficient,see table below.(Fig.28-4.1,page 300&301) G Cal=product of gust effect factor and internal pressure cooffictent.(Tab.26.11.1.Enclosed Building,page 258) 0.18 or -0.18 a=width of edge strips,Fig 28 4-1.note S,page 301, MAXI MIN(0.18,0.1 L,0.4h),MIN(C.04B,0.04L),31 = 4.35 fl Net Pressures(ps ,Basic Load Cases Net Pressures pa ,Tomanal Load Cases Roof an le 0 = 12.95 1 Roof an le 0 = 0.00 1 Roof angle 0 = 12.95 Surface Net Rrssure xi6l Net Presw"th S.dace Nel Plesculaxilh GC°, (tGC°I) (-GCa4 0C°I NGCaJ hC+CaJ cc°I (*GC,J (-GC,J 1 0.47 6.94 15,58 -0.45 -15.13 -6.48 1T 0.47 1.73 3.90 2 -0.69 -20.89 -12.25 -0.69 .20.69 .12.25 2T -0.69 -5.22 -3.06 3 -0.43 -14.61 -5.96 .0.37 -13.21 -4.56 3T .0.4.3 -3.65 -1.49 4 -0.36 -13.07 .4.42 -0.45 -15.13 -6.48 4T .0.36 .3.27 -1.11 5 0.40 5.28 13.93 Roof an la 0 = 0.00 6 -0.29 -11.29 -2.64 Sudace Nel Prbe a xiin 1E 0.71 12.74 21.39 -0,48 -15.85 .7.20 0C°, (+GC°1) (-GC,.) 2E -1.07 -30.02 -21.37 -1.07 -30.02 -21.37 5T 0.40 1.32 3.48 3E .0.61 -19.08 -10-44 -D53 -17.05 -8.40 6T -0.29 -2.B2 .0.65 4E -0.54 -17.32 -8.67 -0.48 -15.85 -720 5E 0.61 10.33 18.97 6E -0.43 1 -14.65 -6.0121 er a x 7 x x,l p r n 1C1\� 6" /r r`�1 x /6 6_u /a r 1 ,r P[Rn(KY WMOI Ir 1 °nTAM4 fMM@ x PIRR,MQ6'b,[R 'r IR[MK[CYMtA ][ o 4Me000TE , ]a " w+uo osrcmx ° 'rrq PlCNM 70 4�PXrlM Load Case A(Transverse) Load Case B(Longitudinal) Load Case A(Transverse) Load Case 8 (Longitudinal) Basic Load Case A ransvere Direction Basic Load Casa B Lon Itudinal Dirsction) Sunace Ama Pm]aum k WiM1 Area Reswre (k)wire Is°) (+GC,) (-GC..) Sudaee W) (+GCP,) (-GC,,) 1 794 5.51 12.37 2 933 •19.49 -11.42 2 933 -19A9 -11.42 3 933 •12.32 4.26 3 933 -13.63 •5.56 5 766 404 10.66 4 794 -10.38 -3.51 6 766 .8.64 •2.02 1E 165 2.11 354 2E 194 •5.83 4.15 2E 194 -583 4.15 3E 194 -3.31 -1.63 3E 194 -3.71 •203 5E 170 1.75 3.22 4E 165 •296 -1,43 6E 170 •2.48 -1.02 I Horiz. 19.07 19.07 Honz, 16.92 16.92 Ven. -41.56 Mn.wiM . 2257 Vert. 31.71 1314 Noriz. 14 Mn.xq Honz. 134.96 14593 . Ve2544 •35.15 - 535 2a.4.4 -35 Torsional Load Case A rrmnsveme Direction Torsional Load Casa a(Longitudinal Diecton Sunare Area Preswre with Tarim rrk Nee Preswre wills Tmim n-e (a') (+GC,,) (-GC,) (+GCPO (-GC,,) Sonata la,) (+GCPI) (-GCnI) (+GCPJ (-GCPi) 1 314 2.18 490 23 51 2 933 -19.49 -11.42 -9 -6 2 369 -7.72 -452 -18 •11 3 933 -12.32 4.26 6 2 3 369 -5.39 -2.20 13 5 5 298 1.57 4.15 13 35 4 314 4.11 -1.39 43 15 6 298 •3.36 -0.79 28 7 1E 165 2.11 3,54 44 74 2E 194 -5.83 4.15 30 21 2E 194 -6.83 -4.15 .27 -19 3E 194 •3.31 -1.63 -17 -8 3E 194 -3.71 -2.03 17 9 5E 170 1.75 3.22 34 63 _ 4E 165 -2.86 •1.43 60 30 6E 170 -2.48 •1.02 49 20 1T 480 0.83 1.87 -11 -24 ST 468 0.62 1.63 -6 .17 2T 564 -2.94 -1.73 8 5 6T 468 -1.32 -0.31 -14 •3 3T 564 -2.06 -0.84 .6 -2 Total Hpnz.Torsional Load,Mr 1 113.8 1 lilfl 41480 -1.1 •0.53 •ZO -7 Total Ho .Torsional Load.Mr 126 126 Desinn Pressures for components and cladding p=qe(IG C,)-(G Cq)] where: p=pressure on mrnponent.(Eq.30.4.1.pg 318) l'`"• l> vlr>"• • 2i i2 ei�i"' i-di Pmn= 16.00 psf(ASCE 7-10 30.2.2) '� L l K l^f'S�iGC,="Iemal pressure coefficient. Walls '`� - - �-ri 3''v-;;; we table below.(ASCE 7-1030.4.2) Roof ••+• Roof •.*• Egacllva Zone 1 Zone 2 Zone 3 Zone 4 Zane 5 Amp inI GCr -Gc, GC, •GC, GC, -GC, GC, -GC, GC, -GC, Cm . I 18.0465 0.45 1 -M7 0.45 1 -1.57 1 0 45 1 -2 45 I 0.95 1 -L05 1 0.95 1 -1.31 Comp.A Cladding Zone Zone2 U.3 ZOne4 Zones Pressure Paelw Pe W un Po ore PS Po aw I pall 1600 •25.32 16.00 1 42.07 1 16.00 1 -5306 1 27.25 1 -2965 i 27.25 1 •35,77 Note: If the effective area is roof Solar panel area.the only zone 1,2,w 3 apply. DATE: 7/6/2016 [ [ti O [ & ASSOCIATES SHEET. 5 PROJECT. Burd Residence c51n,c/aral Cngineern JOB NO.: 09-3457 28357 Ebony Ct 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91360 ENGR'. JRV Menifee,CA 92584 p 805.496 2100 • t605496,2442 • e Sdar@VmdSE.com CLIENT: PetersenDean LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D ifunknown) S1= 0.600 (USGS Software) Ss= 1.50 (USGS Software) Fv= 1.5 (Table 1613.3.3(2)) Fa= 1.0 (Table 1613.3.3(1)) I = 1.0 (Table 11.5-1 ASCE 7-10) R= 6.5 (Table 12.2-1 ASCE 7-10) SMs= Fa*Ss= 1.5 (Eq. 16-37) SDS= 2/3*SMS= 1.00 (Eq. 16-39) SM7= F�"S7= 0.9 (Eq. 16-38) Sol = Z/3*SM1 = 0.60 (Eq. 1640) TL= 8 s (Figure 22-12 ASCE 7-10) T=C1'(hX = 0.112 s (Eq. 12.8-7) CI= 0.02 (Table 12.8-2 ASCE 7-10) hn= 10.0 ft x= 0.75 (Table 12.8-2 ASCE 7-10) "GOVERNS" VMIN = ( SDs)I( R/l) = 0.15 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IF T STL USE: V = ( SD7)/T'( R/I ) = 0.82 W (Eq. 12.8-3 ASCE 7-10) IFT>TL USE: V = ( SD7)"(TL)/Ta'( R/I) = 58.38 W (Eq. 12.84 ASCE 7-10) SHALL NOT BE LESS THAN: V = 0.01 W (Eq. 12.8.5 ASCE 7.10) Design gaps Summary Report User-Specified Input Building Code Reference Document 2012/2015 Intemational Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.658690N, 117.16513°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category 1/II/II1 Rauotueltrtd A iHemet - Lou u Mm�A P4- 1 'ABTA AUSA a>l �laMr k112s .> "{!lyAil9'10 Vr .•' .!_�Elsino(e f, �DArtc+uleNl.�'"l� Wildomme r �~� ,�edaoHils swung �,tA x u�b +rtMtls r - �_ USGS-Provided Output SG = 1.500 g S" = 1.500 g Sos = 1.000 g S3 = 0.600 g S" = 0.900 g sot = 0.600 g 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. MCER Response Spectrum Design Response Spectrum 1.65 1.50 1.10 1.75 0.D5 1.20 0.08 1.05 0.77 0.00 w 0.66 N 0.7s to ass G.GO 0.11 O.45 0.27 0.30 0.22 0.15 0.11 0.00 D.00 0.00 0.20 0.&0 0.60 0.80 1.00 1.20 I.10 1.60 1.80 IOD 0.00 0,20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.0D Zoo Period,T(sec) Period,T(sec) Although this information is a product of the US.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. DATE: 7/6/2016 VINCI Bs ASSOCIATES SHEET: 7 PROJECT: Burd Residence c5/n,r•lurv/emgineere JOB NO.: 09-3457 28357 Ebony Ct 175 E WILBUR ROAD.STE 103 •THOUSAND OAKS,CA 91350 ENGR.: JRV Menifee, CA 92584 p B05.496.21DD • f M.496.2442 • e solar®VlncISE wm CLIENT: PetersenDean LATERAL FORCES 2013 CBC: TWO STORY STRUCTURE F1 hr= 5.0 ft SEISMIC BASE SHEAR: V= 0.154 W (SEE PREVIOUS) FZ 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 Fi = F2 (F1' x h1) = 5.76 psf (F1' xh1)+ (F2' xh2) F2 = F1' + F2' = 8.85 psf WIND LOADS: ps= A k:1 1..Pa30 (Eq.28.6-1) A= 1.21 PS30A= 19.20 psf PSA 23.27 psf I,= 1.00 PS30B= -10.00 psf Pss -12.12 psf kn, 1.00 Ps70C= 12.70 psf PSC 15.39 psf Ps30D= -5.90 psf NO -7.15 psf TOTAL F1 uLT: _ ( 5 ft+ 9 ft/2 )x (23.2704 psf+12.12 psf = 336.2088 plf >> 336 plf F1ASD: = 336.21 plf x 0.6 = 201.7253 plf >> 202 plf F2uLT: _ (9 ft/2+ 10 ft/2 )x(23.2704 psf+12.12 336.2088 plf >> 672 plf F2ASD: = 336.21 plf x 0.6 = 201,7253 plf » 403 plf DATE: 7/6/2016 of I k' 0, 1 & ASSOCIATES SHEET: 8 PROJECT: Burd Residence 61rur(ural e ngneer4 J09NO.: 09-3457 28357 Ebony Ct 175 E.WILBUR ROAD.STE 103 -THOUSAND OAKS,CA 91360 ENGR. JRV Menifee, CA 92584 0805.496.2100 • 1805.4962442 • esalar@VIncISE.mm CLIENT: PetersenDean CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD I�_J :A V J'a L J o 0 T 1 1 TOTAL ROOF AREA: ( 50.5ft x 43.5ft ) + ( 0.0 ft x 0.0 ft ) + ( 0.0 ft x 0.0 ft ) + ( 0.0 ft x 0.0 ft ) = 2196.75 ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 2196.75 ft2 x 5.76 psf = 12655.3 Ibs AREA OF ADDED SOLAR PANELS ( 5.50 ft x 3.28 ft ) X ( 26 PANELS ) = 469.2 ft2 WEIGHT OF PANELS: 2.59 psf ADDED SEISMIC LOAD: 2.59 psf x 469.2 ft2 x 0.15 = 187.0 Ibs % INCREASE = 187.0 = 1.5% < 10% 12655.26753 Therefore O.K. COMPANY PROJECT ® VINCI &ASSOCIATES WOOdWorkS Structural Engineers TM� VinciSE.com July 6, 2016 11:50 Check Top Chord on Existing Truss Design Check Calculation Sheet WoodWorks Sizer 10.2 Loads: Load Type Distribution Pat- Location [fti Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 17.00 (24 .0)* psf Roof LL Roof constr. Full Area Yes 20.00 (24 .0) * psf PV1 Dead Point No 1.00 43 lbs PV2 Dead Point No 5.00 43 lbs PV3 Dead Point No 6.50 43 lbs PV4 Dead Point No 10.50 43 lbs PV5 Dead Point No 12.00 43 lbs PV6 Dead Point No 16.00 43 lbs Self-we t IFull UDL I No 1 1.2 Plf *Tributary Width (in) Maximum Reactions (lbs) and Bearing Lengths (in) : 0' V-6" T-6" 13'-6" 19'-6" Unfactored: Dead 219 335 333 103 Roof Live 178 282 285 111 Factored: Total 397 617 618 214 Bearing: Length 0.50* 0.53 0.53 0.50* Min req'd 0.34** 0.53** 0.53** 0.21 *Minimum bearinq lengtH setting u ed: 1/2"for end support and 1/2"for interior su o s '*Minimum bearing length governed by the required width of the supporting member. Lumber-soft, D.Fir-L, No.2, 20(1-1/2"x3-1/2") Supports:All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length:20'-10.7'; Slope: 20.0 deg; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 10 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Check Top Chord on Existing Truss Wood Works®Sizer 10.2 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 86 Fv' = 225 fv/Fv' = 0.38 Bending(+) fb = 1076 Fb' = 1941 fb/Fb' = 0.55 Bending(-) fb = 1425 Fb' = 1848 fb/Fb' = 0.77 Deflection: Interior Dead 0.09 = L/858 Live 0.12 = L/654 0.32 = L/240 0.37 Total 0.21 = L/371 0.43 = L/180 0.46 Cantil. Dead -0.05 = L/414 Live -0.10 = L/194 0.16 = L/120 0.62 Total -0.14 = L/132 0.21 = L/90 0.68 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCf Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb1+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 12 Fb'- 900 1.25 1.00 1.00 0.953 1.500 1.00 1.15 1.00 1.00 - 15 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1. 6 million 1.00 1 .00 - - - - 1.00 1.00 - 12 Emin' 0.58 million 1,00 1 .00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Shear : LC A8 = D+Lr (pattern: _LL ) , V = 321, V design = 300 lbs Bending(+) : LC 912 = D+Lr (pattern: L_L) , M = 275 lbs-ft Bending(-) : LC 415 = D+Lr (pattern: L_LL) , M = 364 lbs-ft Deflection: LC #12 = (live) LC 912 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: S=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance Wth the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS:level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. /\ Ln ) } z§ p \ co \ � § l!. _D ) ! � #/\ ! ` (Z; { ° 2 `j \j (§!| ( ! ) - - - , Co (( }k §� _` ( .. )'$0\( - c K§)§ § §k()7 §(\([k ! / \f §�® P >,X/W,§ ; _ �/ W) b ! / (k ®®(� �/ \j}}} \\}/\// ƒ < §§§(§E|$ l�EK2 - ) / \ (((/(\/ - 2 0 ��§/;§Z2 L / _ ! < g _ | 9 ® m w - ow ¥ < \ of / / E m o \ / \IO , ium ƒ ;}§$§� ()\ E��8,!- ;� |m-,\k/l `W," ( K§0 §2|§ ! SHEET INDEX PV-1 SOLAR LAYOUT SYMBOL LEGEND ❑ PETERSENDEAN PV-2 ATTACHMENT DETAILS PV-3 ELECTRICAL LINE DIAGRAM EBONY CT, 1= PV-4 PLOT PLAN W &=WwRoofs-- Solar Energy • Serviass MECHANICAL & PLUMBING VENTS 0 1820 CONTAIN76 ER CIRCLE NOTES: a RIVERSIDE, CA 925 Solar Photovoltaic System to be P: Petersen0 y CHIMNEY ww Lpesen n.68117 installed on residential structure. C & C- -Design complying with the latest r edition of California Electrical Code, NEC SOLAR MODULES s and all local ordinances and policies. AZIMUTH 180' IE S LU FROM NORTH compliance The project has been designed in CSFM � o loadp testa with the CBC section 1609 3' SETBACKS RESIDENCE o to withstand a minimum 110 MPH wind DRIVEWAY CONDUIT - Per sections R314 & R315 within the 28357 EBONY CT 2013 California Residential Code (CRC), MAIN SERVICE PANEL MAIN g it's required that smoke alarm and AND UTILITY METER MENIFEE, CA 92584 carbon monoxide detectors are AC COMBINER BOX CB 0, JOB # 31156.00 retrofitted into the existing dwelling for W permits with repairs or additions Qe AC DISCONNECT AC JURISDICTION: exceeding $1,000. AC MAIN JUNCTION BOX JB MENIFEE, C.fTY - Working distances around the existing electrical equipment as well as the new electrical equipment will be maintained G GAS METER GO . in accordance with CEC 110.26 PROPERTY P6)NNA`RWORLD LLU1 (-ZC)(4WCk (<6)ENiHAGE M26060.ZLLS2X(-ZC)(41A)(210V) GATE - This system will not be 9 DRAWING NOTES ""` interconnected until approval from the local jurisdiction and the utility is City MOEUL: RATED AT: 2&5,W C obtained. of Safety O 0 Buildingg & Safety Dept. �Isou^.r�^�^nrwus Het+:A a-0.R•a•nab aniNG), , � -This system is a utility interactive MULTIPLY BY OTY. OF MODULES: —LV, system with no storage batteries. �°, -/'�' �,, /� JUL 9 7 .2016 ARRAYsrsTEM slz� 7.41k`Jd` ROOF 1 , •= not obstruct any plumbing, mechanical 20`= 4/12 The Solar Photovoltaic installation shall i SYSTEM AZIMUTH: 1 80` I, Gceived � ROOF PITCH: or building roof vents. MOUNTING HEIGHT: 2—STORY - When a backfed breaker is the ORIENTATION OPTIONS ARE PRELIMINARY, i method of utility interconnection, AND ARE SUBJECT TO REVISION FOR% OPTIMAL USE. breaker Shall not read Line and Load j SOLAR ARRAY LOCATIONS ARE TO BE j RENEWED AND APPROVED BY OWNER AND/OR ARCHITECT OF RECORD T n SYSTEM LOCATION, FOR VENTILATO JB / OBSTRUCTION AND POSSIBLE RELOCA N — LLS OF VENT AND/OR PIPE JACKS. (26) CITY 285W I m FIELD VERIFICATION OF ROOF STR E, G AND SOLAR ARRAY LOCATION IS REOU ED SOLAR MODULES 441 s PRIOR TO INSTALLATIO OR LL XI N 7.41 kW DC I--� ROOF ACCESS PER p. 131 17 a STRUCTURES WHERE X11 R R S CRC R331.4.1 ARE TO BE INSTALLEBACKYARDTURP .xIARCHITECT/FIELD DRAR ATIO f OF CAL\ PEaM NG ME AH YdVN16 CODE COMPLIANCE /5/16 e PROJECT DESIGNED BASED ON 2013 DEC Is ALL SUPPLIED EQUIPMENT IS UL LISTED STRUCTURAL ONLY 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA ELECTRIC CODE S O L A R LAYOUT M o R � o $ A S S O C I A T P V- 1 2013 CALIFORNIA FIRE DEPARTMENT CODE 2013 CALFORNIA RESIDENTIAL CODE RE 2013 ENERGY COMPLIANCE T-24 SCALE: 3/32 =1 —0" C51ruefura1(5nrfineers @ P P 2011 NATIONAL ELECTRIC CODE 2016 PETERSENDEAN SOLAR & ROOFING C., ALL R D on - F05.4-62100 - U75AS.2442 -vm E.I , tr1- °v w 12" MAX. 72" O.C. MAX 12" MAX. p PETERSENDEANMaximum roof load: 2.58lbs/ft' F TYP. CONT. ALUM. TYP. Maximum point load: 25.691bs/attachment STMIMROA-- S06rfiow - swvkw RAIL 1820 CONTAINER CIRCLE N RIVERSIDE, CA 92509 Model: SolarWodd 285 Mono Black a P (951) 276—Can.com —.. . - --- Weigh[: 39.7 Lbs w .Pet 'juWidth: 39.5 Inches C-10 cE N7 Length: 65.95 Inches CL ._ _ ___ _ =O wPOMCT N O g j P. A 0 FOF p�\ s > N RESIDENCE I__ TI /5/16 28357 EBONY CT 1 STRUCTURAL ONLY MENIFEE, CA 92584 END MOUNTING MID. MOUNTING a MDM@D & ASSOCIATES JOB # 31156.00 CLIP, TYP. CLIP, TYP. < o cSlruefura/�inyineers JURISDICTION: n TYPICAL RACK MOUNT LAYOUT 175E.WILBUR ROAD,9URE103-THOUSAND O ,CA = - t M MENIFEE, CITY OF D5AC82100 - [D6.4t'6.2442 -V� :u[15E.OT � L SCALE: 1/2"=1'-0" m 2d) POILARWORLD SW2G5MON0 BLK t26)EIrPWSE M250-%2LW2X(-ZC)(-NA)(216V) o DRAWING NOTES: n MODULE RATED AT:— 28 & UNIRAC MID CLIP tSIX'.R.KRD KM S HrK A C41S5•A•RW RAPNC) W/T-BOLT & FLANGE NUT QUICKSCREW D I I I I I pInp• I I ¢ I = MULTIPLY BY OTY. OF MODULES: TILE HOOK W/ D' 3' 3-5" 3- 0 7.4y`2 W UNIRAC ALUM. FLASHINGARRAY SYSTEM 6 SOLAR PANEL SUPPORT RAIL 180" 3 X AZIMUTH: "= HEX HEAD BOILT CONCRETE ROOF PITCH: 2 4/12 W-TILE 2 MOUNTING HEIGHT. —STORY2 3/8-16 FLANGE I I lit ' i I I NUT e b I I ORIENTATION OPTIONS ARE PRELIMINARY, I¢I 1�1 I I P T I I I I I • I OPTIMALAND USE.EJECT TO REVISION FOR iO L b I I 1, I I I I 1, 1, I • I/44-.12 SOLAR ARRAY LOCATIONS ARE TO BE I I i , REVIEWED AND APPROVED BY OWNER I ' I I I AND/OR ARCHITECT OF RECORD TO VERIFY 1 4 I 1 I r I I SYSTEM LOCATION, FOR VENTILATION 20 2X4 TRUSS O I p I I I L ( s OBSTRUCTION AND POSSIBLE RELOCATION 12 4 ® 24" OC TYP I I I I I I I I I' •b I T I I OF VENT AND/OR PIPE JACKS. m FIELD VERIFICATION OF ROOF STRUCTURE, 4 AND SOLAR ARRAY LOCATION IS REQUIRED 6'-8" 3' PRIOR TO INSTALLATION FOR ALL EXISTING (40) OTY ATTACHMENT 5/16" x 4" SS LAG BOLT < STRUCTURES WHERE NEW SOLAR ARRAYS POINTS ® 72" OC MAX ARE TO BE INSTALLED. INTO TRUSS(S) 2 1/2" MIN. g PENETRATION W/ ROOF w ARCHITECT/FIELD DRAWING INFORMATION SEALANT, TYP. ;. ' 11 17-11 n'-1 vmreate �1 W—TILE — UN RAC/OUICKS( REW TI HOOKks SCALE 1 -1 /2" = 1 ' s n PARTIAL ROOF FRAMING PLAN P V 2 SCALE: 3/32"=1'—O" W PLAN G)2016 PETERSENDEAN SOLAR & ROOFING z INC., ALL RIGHTS RESERVED LABELS :r ,liL � I - ALLPLAQUES ANDUIRED. REQUIRED By THE LATEST EDITION OF CALIFORNIA ELECTRICAL CODE WILL BE INSTALLED AS REQUIRED. SOIarWOrld 285 Mono Black ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC,ENGRAVED OR MACHINE PRINTED Max Branch AC required conductor ampacity UL1703 _ A LETTERS IN A CONTRASTING COLOR TO THE PLAQUE.THIS PLAQUE WILL BE ATTACHED BY POP RIVETS OR (1)(13)(1.25)=16.25A Power 285W G ElPETERSEN[�CAN SCREWS OR OTHER APPROVED METHOD,IF EXPOSED TO SUNLIGHT,IT SHALL BE UV RESISTANT. NEC 690.5(C) - AT THE INVERTER AND/OR GROUND 39.7 Voc, 31.3 Vmp, 20 Vn0_M solarS argy . Se.Yiws FAULT INDICATOR LOCATION (AND ALL BATTERY EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRANIES,EQUIPMENTS,AND CONDUCTOR AWG#10,derated ampacity: � ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A)REGARDLESS OF VOLTAGE. 9.84 Isc,9.21m 1820 CONTAINER CIRCLE LOCATIONS IF APPLICABLE : (4O)(0.71)(O.B)=22.72A .i-1J(E;CrFCLT _f); � RIVERSIDE, CA 92 9 WARNING EACH MODULE SHALL BE GROUNDED USING THE SUPPLIED CONNECTION POINT IDENTIFIED ON THE MODULE AND ELECiRICALSHOCK HAZARD THE MANUFACTURER'S INSTRUCTIONS. 6O0 V, UL E42728, �' (9 890 FA GROUND FAULT IS INDICATED. 22.72A>16.25A,therefore AC wire size is valid. ww ater n an.com NORMALLYGROIINOED CONDUCTORS IF THE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, NEMA 3,4,4x,6,12,13 CEN o. 458117 MAY 6EVNGRODNDEO AND ENERG6E0 C- & -4 IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. _ � PHOTOVOLTAIC Combined System AC required conductorampacity I' NEC 690.14(C)(2), 690.15 - ON AC DISCONNECT: INSTALLED BY QUALIFIED PE SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL ONLY BE (1)(26)(1.25)=32.5A Enphase M250-60-2LL-S2X(-ZC)(-NA)(240V o P UL 1741, NEMA 3R, IEEE 1647 y AD PHOTOVOLTAIC DISCONNEOT ALL CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT AWG#i8,dented ampadty: Nam Voltage 240 V NEC 13 U R D BORES AND EQUIPMENT GROUNDING CONDUCTORS SMALLER THAN 6AWGSHALL BE PROTECTED INARACEWAY. (55)(0.91)(1)=50.05A Max Current I < ND - AT JUNCTION BOX, COMBINER - "r?Gllllpl_Cf;i:F•Ircli� AC DISCONNECTS: PROVIDE SMOKE ALARMS AT THE FOLLOWING LOCATIONS AND NOTE ON THE PLANS;(2314.3 CRC) - o 50.05A>32.5A,therefore AC wire size is valid. Branch Circuits 2 RESIDENCE WARNING A.OUTSIINEAC MOMUSEDFO EACH ELEEPING PINGPREA IN POSES.EIMMEDIATEVICINITYOFBEDROOMS. Note:ConduitshallbeInstalledMin1-1/2"a boneroofxurface Modules 1313 ELECIRKALGHOCK HAZARD B.IN EACH STORY, MUSELUDING BASEMENTS. PURPOSES. per 26 1-' DO„OTTODCHTIWTHEU. C.IN EACH STORY,INCLUDINGBASEMENTS.INSPLIT LEVEL UNITS WITHOUTANINTERVENINGDOORBETWEENAOJACEMLEVELS,ASMOKEALARMINSTALLEDONTHEUPPERLEVELSHALL Number of Inverters TERMW.LLS ON eonE THE LANE SUFFICE PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELORE THE UPPER LEVEL.ANDL11THEEEEMMSITOGaEO D.ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS. Record low tern 14°F < E.ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP. 28.357 EBONY CT F.APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE. NEC 690.35(F) - UNGROUNDED PV SYSTEMS ONLY A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES FOR WHICH A PERMIT IS Max AC Output Current 26A MENIFEE, CA 92584 AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT ISSUED FOR ALTERATIONS,REPAIRS,OR ADETIONS EXCEEDING$1,000.00.LISTED SINGLE-OR MULTISTATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPERKTE Operating AC Voltage 240V JOB # 31156.00 AND DEVICE WHERE THE UNGROUNDED CIRCUITS MAY SLEEPING AREA IN THE IMMEDIATE VICINITYOFTHEBEDROOMSANDONEVERYLEVELOFADWELLINGUNITINCLUDINGBASEMENTS.COMBINEDSMOKE/CARBONMONO%IDEALARMSMAYBE Operating AC 62g01/LI 2. BE EXPOSED DURING SERVICE: USED.THE ALARM SHALL RECEIVE ITS PRIMARY POWER FROM THE BUILDING WIRING EXPECT IT IS PERMITTED TO BE SOLEY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT WARNING RESULT IN THE REMOVAL OFWALLAND CEILING FINISHED OR THERE IS NO ACCESS BY MEANS OFF AN ATTIC.SHOW ON THE PLAN _PLAINS CRC) Operating AC Frequency 60 Hz JURISDICTION: COMPLY WITH DEC SECB90.14 (D).4 AND INSTALLA PLAQUE IN ACCORDANCE WITH SEC.70.10ASFOLLOWS: Max OCPD Rating 35A ELC-CIHICALSHOCK HAZARD.THEOC ODRDODTOg3OROUND OMDMAAIC : /. .-]�}A�i=al�h=Ycv MENIFEE, CITY OP SYSTEM ARE LNGRWNDEDNiDMAYBE 705.11)DIRECTORY:A PERMANENT PLAQUE OR DIRECTORY,DENOTING AN ELECTRIC POWER SOURCES ON ORIN THE PREMISES,SHALL BE INSTALLED AT EACH SERVICE EQUIPMENTLOCATION QIERGIZE♦D AND AT LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES CAPABLE OR BEING INTERCONNECTED. ENPHASE X4,101I-120 PHOTO-VOLTAIC PANEL THERE ARE NOT INTEGRAL PART OF WE ROOF COVERING SYSTEM SHALL BE INSTALLED WITH A MINIMUM THREE(3)INCH CLEARANCE FROM THE SURFACE TO THE 240 VAC, 60A g '26) WL4RWORLD SW265idONO BiK NEC 69 - ON AC DISCONNECT PANEL POINT OFF INTERCONNECTION: UL E6294, NEMA 3R qq (26)ENPHASE 1025MMLL-2X(-ZC)(-NA)(24V) COMPLY WITH DEC ARTICLE 250.56 FOR EXISTING RESISTANCE OF ROD,PIPE.AND PLATE ELECTRODES.A SINGLE ELECTRODE CONSISTING OF A ROD,PIE,OR PLATE THAT DOES NOT HAVE A AC SYSTEM SPECIFICATIONSSPECIFICATIONS - S PHOTDVOLTAIC SYTTEM RESISTANCE TO GROUND OF 25 OHMS OR LESS SHALL BE AUGMENTED BY ONE ADDITIONAL ELECTRODE OF ANY OF THE TYPES SPECIFIED By 250.52A 4 THROUGH A e WHERE MULTIPLE SQ D DU222RB ROD,PIPE,OR PLATE ELECTRODES ARE INSTALLED TO MEET THE REQUIREMENTS OF THIS SECTION,THEY SHALL NOT BE LESS THAN 1.8MIS FT)APART.SHALL PROVIDE AN AUXILIARY o DRAWING NOTES: MAX AC OU,PuicuRRENr: 28 A GROUNDROF IT IT M V CANNOT BE PROVEN THAT THE EXISTING GROUNDING HAS HAVE A RESISTANCE TO GROUND OF 25 OHM OR LESS. UL F2875, NEMA SR OPEMTINGACVCLTAGE OPENATNG AC FREQUENCY. 60 A, 240 V. NON-FUSIBLE rz 2 S•5�� OPERARNG AC FREaDENDY: 00� IWIz MDDULE RATED AT: r MA'DMUMO PDgArING, 35 A NOTE: 2010 CEC Section 690.64 1/B 2-Bus or Conductor Rating. The sum of the ampere ratings of overcurrent evices in circuits Y g w(SpLi.R.l RO NJD M HAX A MSS•A•FIRE RATING) NEC 705.12(0)(7) - BY BREAKER AT DISTRIBUTION supplying power to a busbar or conductor shall not exceed 120 percent of the rating of the busbar or conductor. In systems with 1 MULTIPLY BY OTY. OF NODULES: EQUIPMENT: panel-boards connected in series, the rating of the first overcurrent device direct) connected to the output of a utility-interactive ARRAY SYSTEM SIZE'1�. 7.41`kIN WARNING y p ty-interactive WVERTERDIRPUTCONNECRON IP 10n}. I( Il:>: .of[Y,41� 1 �oo DD„DTRF adTE inverter shall be used in the calculations for all busbars and conductors. ' SYSTEM AZIMUTH: 20"— 4/12 TH50VERcuaRENr DEWGE (1) 5A SPB Main Service Panel Raring; 225A ROOF PITCH: PHOTOVOLTAIC ARRAY Main Breaker Rating: 200A MOUNTING HEIGHT: 2—STORY NEC 705.10 - AT SERVICE EQUIPMENT LOCATION: BRANCH CIRCUIT 1 = 13 MODULES PV BREAKER 120%of Main Panel Rating: 225Ax 1.2 -270A CAUTION JUNCTION Box DPBMaxMum Solar Baekfeee: 270A-200A=70A = AND ARE SUBJECT TO REVISION FOR 35 A 235 Solar Breaker Size: 35A THE ELECRUCAL s7mEM Is (2) 20A DPB SQUARED HOHEST Baeklee0 compiles with 705.12(D)(2) 35A<70A ALSOSERVICEDSYA LOCATED FARTHEST OPTIMAL USE. PHOTOVOLTAIC SYsrEtA - - � - FROM MSD � SOLAR ARRAY LOCATIONS ARE TO BE F REVIEWED AND APPROVED BY OWNER ti ti ti ^ a AND/OR ARCHITECT OF RECORD TO VERIFY BRANCH CIRCUIT 2 = 13 MODULES o' SYSTEM LOCATION, FOR VENTILATION C$FM - AC CONDUIT EVERY 10' INTERIOR/EXTERIOR y :- OBSTRUCTION AND POSSIBLE RELOCATION G 6 .^ r EXISTING a OF VENT AND/OR PIPE JACKS. wAIwNG;FHOTOVOLTAIL PaNER souacE 0 A RATED AC DISCONNECT y ^- 225 A RATED SQUARED "m FIELD VERIFICATION OF ROOF STRUCTURE, (240V) y :- MAIN SERVICE AND SOLAR ARRAY LOCATION IS REQUIRED PANEL PRIOR TO INSTALLATION FOR ALL EXISTING STRUCTURES WHERE NEW SOLAR ARRAYS y ^.- 200 A ARE TO BE INSTALLED. PLAQUES SHALL BE PLASTIC ENGRAVED IN A MAIN DISCONNECT $ CONTRASTING COLOR TO THE PLAQUE. PLAQUE SHALL w ARCHITECT FIELD DRAWNG INFORMATION BE ATTACHED TO THE SERVICE EQUIPMENT WITH r a G ='"- - •-S POP-RIVETS OR OR ADHESIVE. PEgMmwG �•MSFrnH arewml4 ENPHASE AC ENGAGE CABLE THWN-2 IN THWN-2 IN IN FREE AIR 3/4" EMT I #4 AWG IN FREE AIR L7 = BLACK, L2 = RED, INTO CT's AT 3/4" EMT= WHITE AWG �D MAIN PANEL AWG #8 PER 250.64 ('El,G = GREEN Lt = BLACK INSTALL NEW L1 = BLACK --SUPPLEMENTAL GROUND R00 SHALL EGC = AWG #6 BARE CU L2 = RED 60 A RATED L2 = RED (3 BE 10' LONG X 5/8" IN DIAMETER. IN WHITE AC COMBINER (2) MONITORING CT'S N = WHITE ROD I$ TO BE EMBEDDED A MIN 8' AWG #8 BOX, METERED FROM ENPHASE AWG #B INTO DIRECT SOIL PER 250.53(G) AND P �- 3 BRANCH CIRCUIT #1. Ise = 13 A O = GREEN ENPHASE COMBINER BOX G = GREEN MIN 6FT APART BRANCH CIRCUIT #2, Ise = 13 A XAM1-120, 240 V •RUN IN SOLAR EMT AWG #18 NEW, IF EXISTING I NO UTILITY METER PLAN (1) = BLUE GROUNDING 1 PHASE, 3 WiRE w 02016 PETERSENDEAN SOLAR & ROOFING (1) - WHITE ELECTRODE 120/240 V INC., ALL RIGHTS RESERVED F El PETERSENDEAN SIIKII}BII20015TM . S010F Brmw Services 0 1820 CONTAINER CIRCLE RIVERSID C a 09 P: (9 —4890 EBONY CT, CA peterLICENS e046817 0 & C 6 2' z ECT I 03 CAUTION evRO DRIVEWAY �+ RESIDENCE POWER TO THIS BUILDING IS ALSO SUPPLIED AC COMBINER BOX 4 ± 1 28357 EBONY CT FROM THE FOLLOWING SOURCES WITH MENIFEE, CA 92584 DISCONNECTS LOCATED AS SHOWN. AC DISCONNECT I JOB # 31156.00 ° MAIN PANEL & METER ► a EBONY CT, & MAIN SERVICE JURISDICTION: DISCONNECT MEN IFE{ ,,d- Y QF , DRIVEWAY 81+ 'ZL) SG.,,RWORLD SW283L10N0 BE(, I )26)EV1143E M2506P21.1,4 (-ZC))�NA))24OV) i AC COMBINER BOX 00 IFM TM �l" ` I DRAWING NOTES: AD pscDllNecr CV I I � � MAW PANEL&METER &Y DISCONNECT CT C MOLLL�l RATED AT:—[ 28�, 4 Iuj(SOU T:C2¢h'M'OIILES HP'E 4 CL455'A'fIRE RACN4),., ttt( GG $ MULTIPLY BY QTY. OF MODULES: `2U' 1 7.41 SOLAR PV ► � ARRAY SYSTEM SI2E;i�, ON ROOF I 13's SYSTEM AZIMUTH: 180° mm PV W dat �j I BACKYARD ROOF PITCH: 20°= 4/1 2 ON ROOF BACKYARD R P. 131 17 11 + MOUNTING HEIGHT: 2—STORY ORIENTATION OPTIONS ARE PRELIMINARY, z AND ARE SUBJECT TO REVISION FOR ST TURP��a� Ln OPTIML USE. SOLAR ARRAY LOCATIONS ARE TO BE PFOF CAUE�' I � REVIEWED AND APPROVED BY OWNER Inc AND/OR ARCHITECT OF RECORD TO VERIFY I n SYSTEM LOCATION, FOR VENTILATION n MAP PLACARD /5/16 I OBSTRUCTION AND POSSIBLE RELOCATION N S OF VENT AND/OR PIPE JACKS. m FIELD VERIFICATION OF ROOF STRUCTURE, STRUCTURAL ONLY — Yi AND SOLAR ARRAY LOCATION IS REQUIRED 1�q (�� r § PRIOR TO INSTALLATION FOR ALL EXISTING 1J 0 H � G & ASSOCIATES R — — STRUCTURES WHERE NEW SOLAR ARRAYS e /n 781 $ ARE TO BE INSTALLED. 61VUC'�t,M V72q,ineeTS ARCHITECT/FIELD DRAWING INFORMATION bi 175 E.WILBUR ROAD,SUITE 103-THOUSAND OAKS,CA 001360 PERMOTNG MEFTNi LrdY101B TD5.4DO.2100 - ]I5A4 5.2442 - V=V15=SE.031 f� n PLOT PLAN SCALE: 1"=20' P V 4 PLAN ©2016 PETERSENDEAN SOLAR & ROOFING INC., ALL RIGHTS RESERVED I Sunmodulp✓Plus . . - SW 275-290 MONO BLACK REALVALUE I( TUV Power controlled: ruvl nnanw7a Lowest measuring tolerance in industry l��tl Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy accumulations of snow and ice J R'SM Sunmodule Plus: Positive performance tolerance ' J 25-year linear performance warranty and 10-year product warranty J Glass with anti-reflective coating , World-class uall't m,rr.aia sn�e q Y .f.felYro,eadEUniO `�� Fully-automated production lines and seamless monitoring of the process and OVE ;,'a'°'"m�,;,;°d„"„',"„'•„�sm°a°"°"° V` material ensure the quality that the company sets as its benchmark for its sites :.:�oe�"imaaw� c us worldwide. UL 1703 SolarWorld Plus-Sorting Plus-Sorting gua rantee5 highest system efficiency.SolarWorld only delivers mod AS C 6E r that have greater than or equal to the nameplate rated power. c ` ❑ 25year linear performance guarantee and extension of productwarrantyto 10 years °v` SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course of 25 years,a significant added value compared to the two-phase warranties common 017 in the industry,along with our industry-first 10-year product warranty." Solar cells manufactured in U.S.A.or Germany.Modules assembled in U.S.A. in accordance with the applicable SolarWorld Limited Warranty at purchase. www.sclarvmrid.com/warranty solarworld.com MADE IN USA SOLARWORLD SW 275-Z90 MONO BLACK PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' SW 275 SW 280 SW 285 SW 290 Maximum power P,,,•, 275 Wp 280 Wp 285 Wp 290 Wp Open circuit voltage V. 39AV 39.5 V 39.7 V 39.9 V Maximum power point voltage V 310 V 31.2 V 31.3 V 31.4 V Short circuit current Iy 9.58A 9.71A 9.84A 9.97A Maximum powerpolnt current ImPo 894A 9.07A 9.20A 9.33A Module efchrmy 0m 16.40% 16.70% 17.00% 17.30% '5TC:1000W/m;25'C,AM 1.5 PERFORMANCE AT 800 W/M2,NOCT,AM 1.5 SW 275 SW 280 SW 285 SW 200 Maximumpower Far.. 2031 Wp 207.2Wp 211.1 Wp 215 Wp Open circuit voltage V. 35.7 V 35.8 V 36.0 V 36.2 V Maximum powerpoint voltage V,"W 28.1 V 28.3 V 28.4 V 28.5 V Short circuit current lss 7.75A 7.85A 7.96A 8.06A Maximum powerpoint current Imre 7.22A 7.33A 7.43A 754A Minor reduction in efficiency under partial load conditions at 25'C:at 200 W/m'.100%aflhe STC efficiency 0000 W/m')is achieved. 1e fo w/na . . COMPONENT MATERIALS SDOWAnr Cellspermodule 60 Front Low-Iran empered glass _ with ARC(EN 12150) a' boo W/mr Celltype Monocrystalline Frame Black anodized aluminum Cell dimensions 6.17 in x 6.17 in Weight 39.716s(78.0 kg) 400 Wilma (1563S x 156.75 mm) 9 zoow/mr _ THERMAL CHARACTERISTICS ADDITIONAL DATA I00 W/ma NOCT 48'C Powersorting -OWP/+SWP uedrkrar aeM V. TC. 0.044%/•C l-Box IP65 TCVr -031%/wC Connector PVwire per UL4703 37.8(961) TCp -0.44%/•C with H4/UT%connectors m (10665) y a® 4x1 Operothrytemp -40 to+85'C Moduleflrepeormonrfre (UL1703)Typel 7.12 $0.26(6.6) (1aD.85) Jd 0.35(9) PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION • 0 Maximum system voltage SC II/NEC 1000 V 0 Maximum reverse current 25A mNumberofbypassdiodes 3 g L Design loads' Tworollsystem 113 p5fdowmard.64 psf upward m Design loads' Three rail system 178 psf downward,64 psf upward a - m Design loads' Edge mounting 178 psf downward,41 psf upward 'Please refer to the Sunmodule installation instructions for the detailsassociated with these load rases. 0.43p8 •Compatible with both'Top-Down' • 00.35(9) and"Bottom*mounting methods 1132 •4rGrounding locations: (287.50) -4locations alongthe length ofthe t50(93) module in the extended flange. i -39.4(10D1)�I 1.30(33) Jill- All units provided are Imperial.51 units provided in parentheses. f SolarWorid AG reserves the rightto make specification changes without notice. �1.u091 I SW-01-752OUS 160324 Enphase AC Combiner Box Enphase AC Combiner Box _ _ x t � IT P . The Enphase'AC Combiner Box with Envoy-S consolidates interconnection equipment into a single enclosure and streamlines PV installations by providing a consistent, pre-wired solution for residential applications. SMART SIMPLE RELIABLE - Includes Envoy-5 for communication -Three pre-installed 20 A/240 VAC - Durable NRTL-certified NEMA type and control circuit breakers 3R enclosure - Flexible networking supports Wi-Fi, - Pre-configured revenue-grade - Five-year warranty Ethernet, or cellular metering available UL enphase- �`"�� E N E R G Y LISTED Enphase AC Combiner Box//DATA MODEL NUMBER AC Combiner Box,Metered AC combiner with Enphasee Envoy-S Metered for integrated revenue grade PV productlon XAM1-120 metering(ANSI.012.20+/-0.5%,pending)and optional consumption monitoring(+/-2.5%). ACCESSORIES(Order Separately) Enphaseo Mobile Connect Plug and play industrial grade cellular modem with five-year data plan for systems up to 12 CELLMODEM-01 - kW..(Available in the US,Canada,Mexico,Puerto Rico,and the US Virgin Islands,where there Is adequate cellular service in the installation area.) Consumption Monitoring CT Split core current transformers enable whole home consumption metering(+/-2.5%). _ CT-200-SPLIT ELECTRICAL SPECIFICATIONS Maximum system size 11.6 kW at 240 VAC Rating Continuous duty Maximum system voltage 240 VAC Rated output current 48 A Rated input current,each input 16 A Maximum fuse/circuit breaker rating(output) 60 A Solar branch circuit breakers Three 2-pole 20A/240.VAC DIN rail-mounted breakers Production Metering CT 200A solid core pre-installed on solar bulbar and wired to Envoy-S MECHANICAL DATA Dimensions'(WkHxD) 36.0 x 38.7 z 20.8 cm It 6..0.x 15.3-x 8.0-) Weight 5.1 kg(11.2 Ibs) Ambient temperature range -40°C tc+460 C(-40"to 115°F) Cooling Vented,natural convection Enclosure environmental rating Outdoor,NRTL-certified,NEVA type 3R,polycarbonate construction Wire size 10 AWG for branch inputs 4 AWG for combined output(3 circuits) 6 AWG for combined output(2 circuits) Altitude _ _ To 2000_meters(6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Pt 802.11b/g/n Ethernet 802.3,Cat5E(or Cat 6)UTP Ethernet cable(not included) Cellular - Optional,CELLMODEM-01 (not inctuded)' COMPLIANCE Compliance,Combiner Box UL 1741 Compliance,Envoy-S UL 916 CAN/CSA C22.2 No.61010-1 47 CFR,Part 15,Class B.ICES 003 IEC/EN 61010-1:2010, EN50065-1,EN61000-4-5,EN61000-6-1,EN61000-6-2 Metering:ANSI C12.20 accuracy class 0.5(Pending) To learn more about Enphase Microinverter technology, 1 enphaSee visit enphase.corn �v J E N E R G Y 0 2015 Enphase Energy.Al rights reserved.Al trademarks or brands In this document are registered by their respective owner. MKT-00105 Rev 1.0 Product data sheet DU222RB Characteristics SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R Product availability.Stock-Nomlally stocked in distribution faciGy Price':353.00 USD Main commercial Sixtus Commercialised Product or component Single Throw Safety Switch bw tin]rated current 6D A product certifications UL listed NEMA degree of NEMA 3R protection Mounmclor device Non-tusible disconnect Q type E Device composition Norte Device mounting Surface NurMer of poles 2 S Electrical connection Lugs ><. Series no General duty E: Ordering and shipping details e I Category 00106-D&DU S W,NEMA3R,30-20DA � s D3scounl Schedule DE1A GTIN OD76MI491497 J Nbr.of unds In pkg, 1 IN Package weiyht(Lbs) 4.70 5g� � Product availaMlity Stock-Normally stocked in distribution facility fill ReturnabiMy YXp $EI Country oioripin - I& o S 8I Contractual warranty it Period is mordhs ! It a°E€� e e De[16.2a19 sill it l 1ir4'd a T)-H-IN/THWN 600v TI VN htip://cmewire.conVealalog/building/1000.asp wire. and I 6�a��tf�Vf`��(ree conic aPtlms) CATALOG M LOG General purpose,smallest diameter wire available for new construction or rewiring. Primarily used In conduit and Cable trays for services,feeders,suitable for lighting and power in residential,commercial and Industrial installations. Single conductor, bare copper,solid or stranded, polyvinyl chloride(PVC) insulation,overall jacket of polyamide nylon. UL listed, Standard 83 (IW), and Standard 1063 (when marking as MfW). Conforms to Federal Specification 0C-30-B, ANSI-C 33.80 and requirements of the National Electrical Code (NEC). It Is listed by Underwriters Laboratories for use at a maximum voltage of 600 volts and a maximum conductor temperature of 901C in dry locations, 75•C In wet locations and 751C when exposed to oil and gasoline in compliance with Underwriters Laboratories Standard for Thermoplastic Insulated Wires. It Is also recognized as Type MTW rated 90•C when utilized with Industrial machinery per Article 670. Stranded conductors are also recognized for use as appliance wire rated at 1051C in air and 601C when exposed moll. Sizes 14, 12 and 10 AWG are recognized for use as appliance wiring material(AWM)rated 901C and 1000 volts. Sizes 14 through 8 AWG stranded are also recognized for use as Appliance Wiring Material (AWM) rated 90•C In dry locations, 601C where exposed to oil or coolants per UL requirements, and appliance wire rated at 1051C when exposed to oil and shall comply with the applicable UL requirements. Sizes 1/0 AWG and larger are sunlight resistant for cable tray (CT) use (Black color only). All sizes meet VW-1 Vertical Flame Test. When used as type THWN-2, conductor is suitable for use in wet and dry locations at temperatures not to exceed 90•C. Products marked as THWN-2 are available in sizes B AWG and larger,ANY COLOR. T H H N 1 T H W N T H W N - 2 C O P P E R Size Number lberage Overall Diameter Approximate AnOxelty, Of Weight AWGIMCM Strands Inches mm Lbs/10o0ft Amps 90-C 14 1 0.11 2.8 36 25 12 1 0.12 3.0 25 30 10 1 0.15 3.8 37 40 14 19 0.11 2.8 17 25 12 19 0.13 3.3 25 30 10 19 0.17 4.3 40 40 8 19 0.22 5.6 65 55 6 19 0.26 6.6 99 75 4 19 0.33 8.4 159 95 3 19 0.36 9.1 203 110 2 19 0.39 9.9 243 130 1 19 0.44 11.2 301 150 1 0 19 0.48 12.2 387 170 2 0 19 0.53 13.5 482 195 3 0 19 0.58 14.7 599 225 4 0 19 0.63 16.0 747 260 250 37 0.71 18.0 891 290 300 37 0.76 19.3 1060 320 350 37 0.01 20.6 1229 350 4o0 37 0.86 21.8 1396 380 500 3] 12.94 23.9 1731 430 600 61 1.04 26.4 2087 475 750 61 1.15 29.2 2388 535 1000 63 1.30 33.0 3732 615 NEC Table 310-16 not more than three conductors In raceway or cable trey or earth (direct buried) based on ambien Union Made temperature of 30^C (I F).To determine ampaclty,by conductor size,please consult the National Electrical Code, latest edltlon. The above data are ap rp oximate antl sub ect to normal manufacturing tolerances.THWN-2,sb:ea a and larger,any color. www.cnwwlrexom ®Copyright 2006 CME Wire and Cable,Inc.All Rights Reserved.For more Information feel free to Conrad Us 495 Horizon Drive NE,Suite 100,Suwanee,Georgia 30024 Phone:770.623.0001 Fax:678.5,16.5422 1 of 1 3/19/2012 9:05 AM G13L LAY-IN AL/CU Page 1 of 2 Home Login �-��---��-��--- ER About Us ER ILSCO Product Catalog GBL LAY-III AL/CU ER New Products EE Reference Home > ILSCO Product Catalog > Grounding> Ground Clamps > GBL LAY-IN AUCU ILSCO Flip Book Catalog j L ,� Contact Us i Fig. 1 r Fig 2 Fig. 3\ Manufactured from high strength 6061-T6 aluminum alloy. • Electro-tin plated. GBL-4& GBL-4SS are UL 467 Listed for grounding and bonding. • GBL-4SS is UL2703 Listed GBL-1/0&GBL-250 are UL 467 Recognized for grounding and bonding. GBL-4SS is supplied with stainless steel screw. Green color, universal to identify ground aids in visual inspection. Lay-in feature. Suitable for use with either copper or aluminum. Provides low contact resistance. See Ilsco GBL-4DB for lay-in copper lug suitable for direct burial. GBL-4SS tested to ASTM B117-09 for operating in a salt spray(fog)environment. UL File E34440/E6207, E354420 Items Per Page 20 v Compare Create Cut Sheet Compare/Cut Item ID Figure Ground Bolt/Stud Hex Standard I Sheet Number Conductor Range Size Size Package Quantity GBL-4 1 4-14 AWG #10 S 100 07; GBL-4SS 2 4-14 AWG #10 S 50 07: http://www.ilsco.com/e2wShoppingCatalog.aspx?parentld=3100012783&parentLink=21 00001 1 8... 7/31/2015 Copper Lay-In Ground Lug ROHS uL p Direct Burial CompliantUffED `&Ir TYPE Features Benefits TY •Lay-in feature •Provides ease of installation of continuous loop grounding conductor •Manufactured from high strength copper •Suitable for direct burial and for use with copper conductors •Stainless steel hardware •Resists oxidation and corrosion in earth or concrete G -4t,G E F H Fig. 1 Fig.2 Catalog Figure Ground Wire Soft Dimensions Screw Number Number Range Sae C D E F G H T Type GBL.4DB 1 4-14 10 .218 .680 .470 1.150 .190 .375 .825 Slot GBL-011-14 1 4.14 1/4 .265 .680 .470 1.150 .210 .472 .825 Slot +GBL40BT 1 4-14 10 .218 .680 .470 1.150 .190 .375 .825 Slot 'GBL-4DBT-14 1 4-14 114 .265 .680 .470 1.150 .210 .472 .B25 Slot '+GBLdDBTH 2 4-14 10 .218 .680 .470 1.150 .190 375 .825 Hex 'GBL-4DBTH-14 2 4-14 1/4 .265 .680 .470 1.150 .210 .472 .825 Hex All wire sizes,unless noted otherwise,are American Wire Gauge(AWG) Tested to UL 467,UL File E34440 'T indicates tin plating +GBL-4DBT and GBL-4DBTH are UL2703 Listed UL E354420 Vol.2 Optional MH Series mounting hardware kits available,consult ILSCO 4730 Madison Road,Cincinnati,Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com Canada 1050 Lakeshore Road East,Mississauga,Ontario,Canada BE1E4 Phone 905 274-2341 Fax 905 274-8763 134 77585` 3flHoaks htofigcliided 17586 � Hook: t�oflrtattEated �'�='e . 17587 10 Hobk$&2O Screws 1 5116"x 8 17699 1 HOOk&- 2 Screlrrs' 5iWix 8i. :CQNi 77589 10 Hooi s 20`Screws 1 914 x 3,, 17ti1 3 Rod Screws Type 304 Stainless Steel For Side Mount Rails � . : $ < Rev1 Letter Diowi _tion A 10ohatilJtJ Slots . 9triufx ttr i='': B 12aiI,SlotSize _ 7�Amrrlx4Si3ur+ C. Leri' ofRos�T'HW '1ZJWriin. D BottorhEndtoTb E5hd7 165.30thiin 171'50mm E - Thickness.'. 6rnm Use our 014 or 5/16' Solar Mounting Screws A Q Q 0 CD 0 122mm 31 l 0mm 25.50mm D Bmm 68mm Rail Slot Accepts _ ® . 5/16'or 3/8'dolts mm m TTT7 8.70mm 21mm 38.50mm� 95 C 11 D 8.70mm 120mm 140mm E 5830 Las Positas Road, Livermore, California 94551 13948 Airway Drive, Rock Hill, South Carolina 29732 Phone: (844)-671-6045 1 Fax: (800)-689-7975 1 www.solarroofhook.com solarroofhook.com is a division of Quickscrews International Corp. 1 1 O cm n m O CD YO 4�✓,. G E'� C 1 Y W C rr 4 - ... d u H ul u rp- a Z 0' � c �t4�t++.0S C Z'a C� uW 1 ~ 32 E V V C J C a E a Ln 6ti;N 1-4mcC CczL - o a $zaC� rn 'v a yNa oe ug 'm v ° �ns ► aB �C �`nE 3 o 3 Y E ~ 2 S a mo 0 ' � Z ,d, 1 .7 'Na m m >E 0 f a o a w E t �• sW E m E cO 0 V ° o r 1 E i CL a o m o o N o u 1 m a a L f E f c L Y ' w o 1 Ev 'vd E ms > > ag 1 w v m K mo m � E E S ti l m E 1 m y �p h O C ' O a IL p_ r/! a 1 p N E � e �• L3 c d � E 405 Ys � Ln O Z m d Z I ogj � g t _,.. R. w r rs, cm �) - Z J wo va ' `- if d3 EoN LL own v 1Itl,L/W$ W d w a o ern VA �V'P, n c -_ ac c9 ',.f .fa�� F ;r « 9ac2 d a` : CZ WAI alit cnu E«'p r, E YL� ✓ c E l o " am V.' . Zina � a `o z � if ZxE coo �[ m Q o OR Y 3 A o c Z mnr cm = WOn ^ ANN W C e. El 2 e p 8 a A18W855YdWVI7U1W 9NIUN08 E = C � ,� s �Gv E » oaf c a E« Y u av$ C - Jv I 1 Z 9 E a z « ��ONIIDN9 W315A5 N7Vtl 0 uE in « �n « rn L. k- IIdNJW$i COO A�BW355tl dwn7nN3 rp�. ,- / J =<� . . F F C�_ ]: �'' �� :� l a? � � , \ -�/ -pep{��I'g1„'i�'• n I � �`r''A �.y9e tl•f Ultra Flexible Roof Tile Adhesive/Sealant Preavenfm floof Leaks and Broken rite �s • ` I f ` RAIN S I BUSTER ROOF TILE I SHINGLES I SHEET METAL I FLASHING I VENTS I GUTTERS 1 TRIM I NEW CDNSTRUC110111 I REPAIRS ' Beeves RIOrTK Roofs are on the front line in preventing water intrusion P 9 b High-Grade Polyurethane Fonnulation and are subjected to the most extreme wind and weather t, Permanently Secures Roof Tile '9 conditions.To prevent roof damage and leaks, an adhesive/ sealant must be a standout performer. RainBuster 850 1, Non-Shrinking,Permanently Flexible V W Resistant Flexes to Prevent Broken Tiles f 7d Ultra-Flexible Roof Tile Adhesive/Sealant is specified by s� leading builders and trusted by quality-minded contractors 1- Withstands Extreme Wind,and Foot Traffic a m uo to prevent roof leaks. Unlike traditional roofing cements I:• Seals Roofing Joints including Flashing and mastics, RainBuster 850 offers ahigh-grade polyurethane Withstands Fxlreme Weather&Temperature formulation, Permanent flexibility and powerful adhesion. b Non-Sag to Prevent Tile Slip When used as a roof file adhesive, RainBuster 850 shines F Adheres to Damp Surfaces as it flexes with hurricane force wind uplift, foot traffic,and F> Pairdable(See Painting Section) Y seismic activity to prevent broken tiles. When applied to F Non-Flammable flashing, vents and gutters, RainBuster 850 permanently F VOC CARB and AND Compliant seals joints to effectively divert water away from the home. F Lifetime Warranty If]p F��PBpyFN\ The Ultimate Roof Tile Adhesive/Sealant ®vER -np Irlsl?ti91'rr_lk, Irle .,lklr"t Noy-5, CA YI Il�j J7�'�3 I�'17 yrjr�r/�e$lejc�'�s