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PMT16-02059
City of Menifee Permit No.: PMT16-02059 29714 HAUN RD. '�/-ACCEL/\ MENIFEE,CA 92586 Type: Residential Electrical MENIFEE Date Issued: 07/11/2016 PERMIT Site Address: 25503 BETH DR, MENIFEE, CA 92584 Parcel Number: 358-232-001 Construction Cost: $43,200.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR SYSTEM, 36 PANELS, 36 MICROINVERTERS, 10.03 kW Work: Owner Contractor CHARLES SARGEANT PETERSEN-DEAN INC 25503 BETH DRIVE 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: 9512764890 Fee Description Qtv Amount ISl 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 6.00 General Plan Maintenance Fee-Electrical 1 12.60 $457.10 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_Bldy_Permit Templatexpt 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). hereby affirm under penalty of perjury that I am under provisions of - Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full force and effe the following reason: License Class C- IL( License No. By my signature below I acknowledge that,except for my personal residence Expires ► ��- 7 Signature in which 1 must have resided for at least one year prior to completion of - �- ` improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION J\ have built as an owner-builder if it has not been constructed in its entirety by D I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for worker's 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 Labor Code,for the performance of work for which www.Ieeinfo.ca.eov/calaw.html. this permit is issued. Po* # Date PRq RTY OWNER OR AUTHORIZED AGENT 1 have and will maintain workers compensation insurance,as required by _PR section 3700 of the Labor Code,for the performance of the work for which 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 and the information 1 have provided is correct.I agree to comply with all applicabl ity and my o finances and state laws relating to Carriers building conrtr on.I thorize re resentatives of this city or county to Policy# Expi s + - �7 enter the abo e i nti ad prope for inspection purpose . (This section need not to be completed is the permit is for one-hundred Date dollars($100)or less PROPER OW ER R AU AGENT D I certify that in the performance of the work for which this permit is issued, I shall not ern Ploy any persons in any manner so as to become subject to the CITY BUSINESS UC E# workers compensaf laws o ornia,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the worke� com ensatjbn provisions of Section 3700 of the Labor Code,I shall forth i(r co ly w'��i those provisions. Will the applicant or future building occupant handle hazardous material or a mixture conta ing a hazardous material equal to or greater that the Applicant Date amounts sy`lcJrfnied on the Hazardous Materials Information Guide? WARNING:FAILU4T SECURE WORKER'S COMPENSATION C VERAGE IS ayes riNo UNLAWFUL,AND sHAA SUBJECT 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 Qua Management District(SCAQMO)7 See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guideli s CONSTRUCTION LENDING AGENCY DYes ❑No 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 for the performance of the work which this permit is issued outer boun ry of a school? (Section 3097 Civil Code) 0 Yes G40 OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD permitting checklist.I understand my requirements under the State of I hereby affirm under penalty of perjury that I am exempt from the California Hea B'S Code, ion 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous atenal ing. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 Dyes Business and Professions Code).Any city or county that requires a permit to Date construct,alter,improve,demolish or repair any structure,prior to Its PROPER NER O A ORIZED A ENT Issuance,also requires the applicant for the permitto file a signed statement r that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATIO L,REP1AIR AND PAINTING RRP License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovatio ,Kepair 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 permit 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 a I,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.eaa.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 o No EPA Lead-Safe Certified Firm is required for this project because: not built or improved for the purpose of sale. D 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 role please fill out the RRP Acknowledgement. EsGil Corporation In Partnership with Government for Building Safety DATE: 07/06/16 ❑ APPLICANT b—YdFFfS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02059 SET: I PROJECT ADDRESS: 25503 Beth Dr. PROJECT NAME: CHARLES SARGEANT 36 @ 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: f (b ) Fax #: Mail Telephone Fax I erson E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/01 9320 Chesapeake Drive, Suite 208 ♦ San Diego,Califomia 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02059 07/06/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02059 PREPARED BY: Sergio Azuela DATE: 07/06/16 BUILDING ADDRESS: 25503 Beth Dr. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnf Manuallnput Bldg. Permit Fee by Ordinance W Plan Check Fee by Ordinance W Type of Review: ❑ Complete Review ❑ Structural Only ❑ El Other Repetitive Fee % Repeats Hourly 1.5 Hrs. @ p EsGi� I Fee $105.00 $157.50 ' Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ PERMIT/PLANBUILDING & SAFETY Menifee DATE PERMIT/PLAN CHECK NUMBER TYPE: O COMMERCIAL .. RESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA O SIGN SUBTYPE: O DITION G ALTERATION O DEMOLITION O ELECTRICAL 0 MECHANICAL NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK I a PROJECTADDRESS ASSESSOR'S PARCEL NUMBER 3M.�p��CO LOT TRACT OWNER NAME Building & Sa y Dept. ADDRESS PHONEt 1 O3� �Jcl EMAIL JUN 3 0 2016 APPLICANT NAME ADDRESS O PHONE( EMAIL U CONTRACTOR'S NAME OWNER BUILDER? OYES N'NO BUSINESS NAME ADDRESS O r. PHOPE EMAIL CONTRACTOR'S STATE LIC NUM R LICENSE CLASSIFICATION G' VALUATION$ SQ �* L SQ FT �t APPLICANT'S SIGNATURE DATE DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN - SMIPINVOICE l7L [AMOUNT - uo PAIDAMOUNT G coo O CASH GCHECK# CREDITCARD VISA/MC PLAN CHECK FEES PAIDAMOUNT 0CASH GCHECK# GCREDITCARD VISA/MC WNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER G YES O NO City of Menifee Building&Sofety Department 29714 Houn Rd. Menefee, CA 92586 951-672-6777 www.cityofineoifee.us Inspection Request Line 951-246-6213 GJTY pp CITY OF MENIFEE j�AENIFEE BUILDING AND SAFETY DEPARTMENT MEMORANDUM To: Esgil From: Molly Binnall Date: 6/30/16 Subject: PMT16-02059 25503 BETH DRIVE ROOF MOUNTED SOLAR The attached plan check is a submittal of the above mentioned items and is charged as follows: Charge Hourly for this Plan Check This plan check was submitted on 6/30/16 and is due back on 7/12/16 VINCI & ASSOCIATES cS/nrc(nra��inr�ineerr City of Menifee Building & Safety Dept. STRUCTURAL CALCULATIONS JUN 3 0 2016 FOR Received PHOTOVOLTAIC ARRAY Sargeant Residence 25503 B0, r' e O Menifee/� 584 R1C R/ 4 5 41 o� Ex .', 2 31 17 l UR �\* CLIE T: PeersenDean JOB O: 09-3457 175 E.WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 p 805.496.2100 • f 805.496.2442 . e solar@VinciSE.com DATE: 6/29/2016 V I V G ( & ASSOCIATES SHEET: 1 PROJECT. Sargeant Residence r51ruclaral6ngineer, JOB NO.: 09-3457 25503 Beth Drive 175E.WILBUR ROAD.STE103 •THOUSAND OAKS.CA 91360 ENGR: JRV Menifee, CA 92584 p805.496.2180 • f805.4%2442 • esaIar®Vi=ISE mm CLIENT: 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 = 36 Number of PV Mounts to Roof = 56 Maximum Spacing of Mounts = 6 ft O.C. Tributary Area to Mounts 18.05 ft2 x( 36 / 56 ) = 11.60 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 ( 36 Modules ) = 649.7 ft2 DATE: 6/29/2016 VINCI $ ASSOCIATES SHEET: 2 PROJECT: Sergeant Residence cS/rucdiral Cingineers JOB NO.: 09-3457 25503 Beth Drive 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91360 ENOR JRV Menifee, CA 92584 805496.2100 • 805.4962442 • ,solar@Vim[SE.wm CLIENT: PetersenDean DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT �/e•-,e.r s/+ REFER TO NEXT SHEET FOR MY HE'D IicLT UPLIFT FORCE CALCULATIONS UNIN'r Pill) cull " ZONE 1 UPLIFT = 25.3 psf -2.59 psf w/T-N0.7 h FLat.GE ItuT 0_Ii3CH 9� 55 TIE 11Xt: w/ u1.Ia:c :Luu �R;.:xl•.c Design Force=( Uplift x(0.6) ) -2.59 psf 5S4u :-u:p,--� SJ"I'OHT Rd1 ETC Lit Net Uplift = 12.6 psf 1.56 Connections per Module (MIN) 36 Modules, 56 Connections - - l Max Trib Area = 16.49 ft2 �0 ?A-`arc�Tu3 UPLIFT/CONN. = 16.5 ft2 X 12.6 psf f 55��'BqT = 207.7 Ibs/conn 1TEf++Am1„�/7AOCF h"' PER 2012 NDS (TABLE 11.2A) WIL"1L TO Pa.Low = 258 Ibs/in x Cox CI for 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 1.56 Connections per Module (MIN) 1.56 Connections per Module (MIN) 36 Modules, 56 Connections 36 Modules, 56 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 lbs/in x CD x Ct P,LLLOW = 258 Ibs/in x CD x Ct for 5/16" lag bolt for 5/16" lag bolt WITH 2.27" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST PALLOW = 2.27 " x 412.8 lb/in PALLOW = 2.00 " x 413 lb/in 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. (Saig"3 Bell PAGE: r. CLIEM: 3Be01 Drfve;ALageaq 98925$q DESIGN BY: WtV AA Ok JOB NO.: .16$45Z DATE: (0&:16 . REVIEW BY: !- . . ._ Wind Analysis forLow-dse Building,Beill an ASCE 7-2010 1 CBC 2013 INPUT DATA _ ExPosUrecalegary(BCa D,A5CE7-102613) C Importance factor(ASCE 7-10 Table 1.&2) Iw = 1.00 for all Category Basle wind Spasd IASCE 7-10265.1 or 20121BC1 V = 110 mph Topographic fador(ASCE 7.1026.E a Table 26.611 Km = 1 Flat =` Budding height to save he = 19 8 - Budding height to ridge hr 24 It _ Budding L = 4 it f 6 f Budding width 47ding width B = 47 8 Effective area of components(or Solar Panel area) A 18.0465 07 DESIGN SUMMARY Max horizontal force normal to building length,L.face = 18.62 kips,SD level(LRFO level),Tip. Max horizontal force normal to building length,B,face = 18.28 kips Max Iola)horizontal torsional load = 131.53 0-kips Max total upward tome 43.26 kips ANALYSIS Velocity Pressure _ qa=11.0256 Kh K.K,V7 = 24.01 psf whore: qh=velocity pressure at mean mot height,It.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) K.,=velocity pressure exposure coefficient evaluated at height.h.(Tao.263.1,pg 20) = 0.91 Kd=wind directionality,factor.(Tab,26.6.1.for budding,page 250) = 0.85 h=mean mot height = 21.50 It <60 f1,)Satisfactoryl (ASCE 7-1026.2.1) <Mln(L,B),(Satisfactory) (ASCE 7.10 26.2.2) Design pressures for MWFRS P=qh[(G C I){G Cw)] where: p=pressure in appropriate zone.(Eq.28.4-1.page 298). pmN,= 16 psf(ASCE 7-10 28.4.4) G CYr=product of gust effect factor and external pressure coefficient,see table below.(Fig.28A-1,page 30D&3D1) G C,,I=product of gust effect factor and internal pressure ooelficienL(Tab.26.11.1,Enclosed Budding,page 25B) 0.18 or .0.18 a=width of edge strips,fig 28.4.1.note 9,page 301, MAX(MIN(0.7B,0.1L,0.4h),MIN(0.04B,0.04L).3I = 4.70 11 Net Prostitutes pat),Basic Load Cases Net Preseurea pe .Torsional Load Cases Roof an le 0 = 12.01 1 Roof an Ie 0 = D.00 I Roof an le 0 = 12.01 Surface Net Pressure ruin NalP.Surewilh Sedate NCI PreSSura Mlh G CTr (+GCaI) (-GC=r) OCpl (+GCa i) (-GC") OCoI (+GC ) (-GC,) 1 0.46 6.74 15.39 -0.45 -15.13 -6.48 1T 0.46 1 1.69 3.85 2 -0.69 -20.89 -12.25 -0-69 -20.89 -12.25 2T -0.69 -5.22 -3.06 3 -0.42 -14.44 -5.80 -0,37 -13.21 .4.56 3T -0'42 -3.61 -1.45 4 436 -12.86 421 -0.45 -15.13 -6.48 4T -0.36 .3.21 -105 5 0.40 5.28 13,93 Roof snarl = 0 00 6 -0.29 -11.29 .2.64 Surface Nel Rmsunf wish 1E 0.70 12.46 21.10 -048 -15.85 -7.20 Gcv' (+GC,.) (-GCE,) 2E -1.07 -30.02 .21.37 -1.07 -30.02 -21.37 5T 0.40 1.32 3.4B 3E .0.60 d8.84 -10.20 -0.53 -17.05 -8.40 6T -0.29 -2.82 .066 4E -0.53 .17.00 -8.36 -0.48 -15.85 -7.20 BE 0.61 10.33 18.97 6E -0 43 1 -14 65 1 -6.00 x ! ,[�. K�`� / /q Rom` ,1 !I it !5[ ! YJIIiI}Cf ce,,Ka �[ 5[(IA[NC[MANnA alrrMltCCWN(F N{i1WKCCpnaa a=aAP PR[Cle,l �nC eelCraN '�NWea,acrea ]a rb NMbA[CMN Load Case A(Transverse) Load Case B(Longitudinal) Load Case A(Transverse) Load Case B(Longitudinal) .is19ad_. Torsional Basic Load Case A rensverse Direction Basic Loa tl Case B(Longitudinal Direction) Area Pressure k with Area Pressure k weh WOW ken (+GCp,) (•GCpi) Sudan fe+) (+GCp.) (-GC,) 1 743 501 11.43 2 939 -19.63 -11.50 2 939 -19.63 -11.50 3 939 42.41 -4.29 3 939 -13.57 -5.45 5 827 4.37 11.52 4 743 -9.55 -3.13 6 627 -9.34 -2.18 1E 179 223 3.77 2£ 225 -6.75 -4.03 2E 226 -6.78 -4.83 3E 226 .3.85 -1.90 3E 226 -4.26 -2.30 5£ 183 1.89 3.48 4E 179 -3.04 -1.49 6£ 183 -2.68 -1.10 Floriz. 16.04 18.04 Hora. 18.28 18.28 F: Vert. •43.26 -23.55 )' Vert. -32.11 •13.12 Min.wind Mon. 16.62 18.62 Mn.wirtl Hord. 16.17 16.17 2a.4A Van. -36.47 -3647 26.44 Ved. •.47 -3647 Torsional Load Case A(Trans me Direction Torsional Load Case S LonalludInal Direction Area Pressure (k)with Tarim(H-kI ken Pressure k xilh Torsim Ili Surface (all (+GC,) (-GCp.) (+GCpi) (-GCpi) Surface trill (+GCp�) (•GC,,) (+GCp,) (-GC,,) 1 282 1.90 4.34 19 42 2 939 -19 63 -11.50 -10 -6 2 357 -7.45 -4.37 •15 •9 3 939 -1241 4.29 6 2 3 357 -5.15 -2.07 10 4 5 322 1.70 4.48 16 41 4 282 .3.63 -1.19 35 12 6 322 -3.63 485 33 6 1E 179 223 3.77 43 74 2E 226 -6.78 4.83 31 22 2E 226 -6.76 483 -28 -20 3E 226 -3.85 -1.90 -18 -9 3E 226 4.26 -2.30 17 9 5E 183 1.89 3.48 40 73 4E 179 -3.04 -1,49 59 29 6E 183 -2.68 -1.10 57 23 1T 461 0.78 1.77 •9 •21 5T 505 0.67 1.76 -B •20 2T 5B3 -3.04 -1.78 8 5 67 1 505 -1.43 -0.33 -16 1 -4 3T 583 •2.10 -0.84 -5 -2 Total Hone.Torsional Load,Mr 131.5 131.5 4T 461 -1.46 0.49 -ie -6 Total ti;Y Torsional Load.MT 117 117 Deslon pressures for components and cladding > > > > where: p=Pressure on compo neni.(Eq.30.4.1.pg 318) �^t. ip eitp'•• p 17 x�-�� pry,- 16.00 psf(ASCE 7.10 30.2.2) GCp=external pressure coet6cfenl. Walls see table below.(ASCE 7-10 30.4 2) Roof ••+• Roof •�+• Effective Zone 1 Zone 2 Zone] Zone 4 Zorw 5 Ams(it-) CCP •GCe GCe I -GC, I GC, •GCP I GCr -Gcp GC. •Gcp come. I 18.0465 0.45 1 -0B7 1 0.45 1 -1.57 1 0.45 1 -2.45 1 0.95 1 -105 1 0.95 1 .1.31 Cpmp.&Cteddlna Zorw1 2pre2 2ona] Zpna4 Zones P(eeerrm Psdw N Nv P>rM ew I Psuw I -On- I PW I w p>lew li en t Pet) 1 15 Off 1 •25.32 1 16.00 1 •4207 1 16.00 1 -6306 1 27,25 1 -29.65 1 27.25 1 •3577 Note: If the effective area is mof Solar Panel area,the onlymns 1.2.or 3 apply. DATE: 6/2912 0 1 6 V I V C I. & ASSOCIATES SHEET: 5 PROJECT. Sargeant Residence c5lrucluralOngineerr JOB NO.: 09.3457 25503 Beth Drive 175 E.WILBUR ROAD.STE 103 -THOUSAND OAKS.CA 91360 ENGR.: JRV Menifee,CA 92584 p805496.2100 • t805.496.2442 - ewlar®VlneiSE-c CLIENT: PetersenDean LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D H unknown) SI= 0.664 (USGS Software) Ss= 1.56 (USGS Software) F = 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= 1.556 (Eq. 16-37) SDs= '/3*SMS= 1.04 (Eq. 16-39) SMI= Fv*SI= 0.996 (Eq. 16-38) SDI = '13* SMI = 0.66 (Eq. 1640) TL= 8 s (Figure 22-12 ASCE 7-10) T= C1* (hn)% = 0.112 s (Eq. 12.8-7) C1= 0.02 (Table 12.8-2 ASCE 7-10) hn= 10.0 ft X= 0.75 (Table 12.8-2 ASCE 7-10) **GOVERNS** VMI = ( SDs)/( R/1} = 0.16 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IF T —<TL USE: V = ( SDI) /T*( R/1) = 0.91 W (Eq. 12.8-3 ASCE 7-10) IF T>TL USE: V = ( Sol)*(TL) /T'*( R 11) = 64.61 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 User-Specified Input t� Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.6606DN, 117.21326°W Site Soil Classification Site Class D -"stiff sc it Risk Category I/11/III $ l Romd Jiamaland '_*Hen ll 1 D;1.�tLE HmrN Ryxt4 � ` gun.city wTirclnta� 40 � .�+kti&Isinore �ppi edl�,,tux' Al 1„ * Ga land p :.�PdtoHBif = oBRu y4Shal.e . . trY IllVrrf�iBLNo rAs •Rmcn USGS-Provided Output Ss= 1.556 g Sns = 1.556 g Sos= 1.037 g SI = 0.664 g SNI = 0.996 g So, = 0.664 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 MCEn Response Spectrum Design Response spectrum 7.Dc 1.60 1.10 IJ4 0.07 1 0.88 1.12 O.r7 m o.sc a o cc M D.90 N 0.55 OA4 044 0.48 0.32 D.1c D Il o.00 D.DD D.00 0.20 0.40 D.60 0.80 I.00 1.20 1.40 1.60 1,80 700 0.00 0,20 0.40 0.Go DAD 1.00 1.20 1.40 1.61) 1.80 7OD Period T(sec) 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 loot is not a substitute for technical subject-matter knowledge. DATE. 6/29/2016 VIPCI ASSOCIATES SHEET: 7 PROJECT: Sargeant Residence (51ruclural Cnginwrr JOB NO.: 09.3457 25503 Beth Drive 175 E,WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91360 ENDR: JRV Menifee, CA 92584 p 805.496 2100 • 1805496.2442 • e solar@VlncISE.wm CLIENT: PetersenDean LATERAL FORCES 2013 CBC: TWO STORY STRUCTURE F1 h,= 5.0ft SEISMIC BASE SHEAR: V= 0.160 W (SEE PREVIOUS) F2 1-h2 = 9.0 ft h2= 10.0 ft F1': ROOF= 22 PSF F2': FLOOR = 15 PSF WALLS = 7 TRIB 2NO FLR WALLS = 7 28.5 TRIB I6T FLR WALLS = 7 x 0.160 29 4.55 PSF x 0.160 4.63 PSF F1 = F2 (F1'x hl) = 5.98 psf (F1' xh1) + (F2' xh2) F2 = F1' + F2' = 9.18 psf WIND LOADS: Ps= A kr 11 Ps30 (Eq.28.6-1) A= 1.21 Ps30A= 19.20 psf psA 23.27 psf I„,= 1.00 p53013= -10.00 psf PsB -12.12 psf kr= 1.00 P530C= 12.70 psf Psc 15.39 psf Ps30D= -5.90 psf PsD -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 pif >> 672 plf F2ASD: = 336.21 plf x 0.6 = 201,7253 plf >> 403 plf DATE: 6/2912016 4r t [� C, I & ASSOCIATES SHEET: 8 PROJECT: Sargeant Residence c5lroclural (5ngl7eer4 JOB NO 09-3457 25503 Beth Drive 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS.CA 91360 ENGR: JRV Menifee, CA 92584 p805496.2100 • f805496.2442 • e soIar®VmcISE.mm CUEWT: PetersenDean CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD 1 - _ V 9,` GTf 'forr till kIMILE.;m: sJCF ' t o rx 4++ a } ,.Iluu7ry ler... mom r1O9TH LIL I LI: I AxF '?C R.l 4 1 LNS.1 . Y- t--J TOTAL ROOF AREA: ( 48.5 ft x 47.0 ft ) + ( 5.5 ft x 38.0 ft ) + ( 10.0 ft x 21.5 ft ) + ( 0.0 ft x 0.0 ft ) = 2703.5 ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 2703.5 112 x 5.98 psf = 16156.1 Ibs AREA OF ADDED SOLAR PANELS ( 5.50 ft x 3.28 ft ) X ( 36 PANELS ) = 649.7 ft2 WEIGHT OF PANELS: 2.59 psf ADDED SEISMIC LOAD: 2.59 psf x 649.7 ft2 x 0.16 = 268.5 Ibs % INCREASE = 268.5 _ 1.7% < 10% 16156.05798 Therefore O.K. COMPANY PROJECT vVoodWorks® Structural Engineers Structural En sneers VinciSE.com June 29,2016 14:26 Check Top Chord on Existing Truss Design Check Calculation Sheet Wood Works Sizer 10.2 Loads: Load Type Distribution Pat- Location [ft) 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 2.00 43 lbs PV2 Dead Point No 4.00 43 lbs PV3 Dead Point No 5.50 43 lbs _ PV4 Dead Point No 9.50 43 lbs PV5 Dead Point No 11.00 43 lbs PV6 Dead Point No 15.00 43 lbs _ PV7 Dead Point No 16.50 43 lbs PV8 Dead Point No 20.50 43 lbs Self-weight Dead Full UDL No 1.2 plf *Tributary Width (in) Maximum Reactions (lbs) and Bearing Lengths (in) : yy _ 0' 2•_8" 9'41 16'-8" 23'-8" Unfactored; Dead 333 381 403 127 Roof Live 257 328 335 129 Factored: Total 590 709 739 256 Bearing: Length 0.50 0.61 0.63 0.50* Min req'd 0.50** 0.61** 0.63** 0.25 *Minimum bear n len t ttin us d: 1/2"for end u orts "Minimum bearing length governed by the required width of the supporting member. Lumber-soft, D.Fir-L, No.2, 2x4(1-112"x3-112") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c;Total length: 25'-8.2'; Slope: 22.0 deg; Lateral support: top=full, bottom=25.88[in] Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN to Check Top Chord on Existing Truss Woodworks®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 = 90 Fv' = 225 fv/Fv' = 0.40 Bending(+) fb = 1534 Fb' = 1941 fb/Fb' = 0.79 Bending(-) fb = 1906 Fb' = 1916 fb/Fb' = 0.99 Deflection: Interior Dead 0.17 = L/517 Live 0.22 = L/406 0.50 = L/180 0.44 Total 0.40 = L/227 0.75 = L/120 0.53 Cantil. Dead -0.03 - <L/999 Live 0.31 = L/110 0.38 = L/90 0.81 Total 0.28 - L/124 0.56 - L/60 0.48 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 15 Fb'+ 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 0.987 1.500 1.00 1.15 1.00 1.00 - 15 Fap' 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 #15 = D+Lr (pattern: L LL) , V = 336, V design = 314 lbs Bending(+) : LC #12 = D+Lr (pattern: L L) , M = 391 lbs-ft Bending(-) : LC 015 = D+Lr (pattern: L_LL) , M = 486 lbs-ft _ Deflection: LC 012 = (live) LC 012 = (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 with the ]CC 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 213 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. 5. 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. I! A( -0 w � ) } Z. /�} §( 0 § § � (§§(j CL fwn Q , !« )(§; . z �(���\ - \( g: & .. (/(k§}§ ( k zo Z(m §� §K§kk _ MZE[ \ / W ®. /§�E H§ [00 a (}!/ : 3 2 Ol �< �k ` zz�� ZOM��� R §Ey2)�§ ` ° \\W\} W$k(K|E ƒ < § EWo -Ozwx / uw(?}w \\ j CD C)© ( < 9 ® m w - ow < / b } Co / i ° ! \ / � ) af u I , . \))) _ : ( /WE 77([! / !20z ) !Kr 22220 00 2§ §W !0,0W �! E ! Oz :200 I;/§| | k)Oz kwZm ` §§( , §/ k ! ~BMW | Sunmoduie%Plus i WS , SW 275-290 MONO BLACK REALVALUE TUV Power controlled: �a Lowest measuring tolerance in industry f. Every component is tested to meet ���� 3 times IEC requirements J iDesigned to withstand heavy accumulations of snow and ice WNW J OSunmodule Plus: i Positive performance tolerance ' J ZS�. 25-year linear performance warranty and 10-year product warranty J r Glass with anti-reflective coating ! J o�.rn.aucanrs WofldKld55 QUdhty •sxnpeneo.vxamo - Fully-automated production lines and seamless monitoring of the process and v ....,e.°" E •Ammon4rt411anu.IK6T116 e 6 smm�nr<,maoa�Kenm C 'US material ensure the quality that the company sets as its benchmark for its sites •P•��k:".�a�� worldwide. 1n ,P " UL 1703 ' ` SolarWorld Plus-5orting ` ( Plus-Sortingguarantees highest system efficiency.SolarWorldonly delivers modules ` LE that have greater than orequaI to the nameplate rated power. C ❑ xeme iano�ffo 25•year gnear performance guaranteeand extension of productwarrantyto 10 years 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-phasewarranties common .T in the industry,along with our industry-first 10-year product warranty." Solar cells manufactured in U.S.A.orGermany.Modules assembled in U.S.A. in accordance with the applicable SolarWorld Limited Warranty at purchase. wwwsolamorld.com/warranty solarworid.com MADE IN USA OGU MADE Sumno u[ [ [us WS , SW 275-290 MONO BL[kC[\- PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)° SW 275 SW 280 SW 285 SW 290 Maximumpower P-, 275 Wp 280 Wp 285 WP 290 Wp Open circuit voltage V. 39.4 V 39.5 V 393 V 399 V Maximum powerpoint voltage V„. 31.0V 31.2V 313V 31AV Shottcircuitcumerlt lY 9.58A 9.71A 9.84A 9.97A Maximumpowerpointcurrent I,,,w 8.94A 9.07A 9.20A 9.33A MadWeefficiency nm 16.40% 16,70% 17.00% 17.30% "STC:1000 W/mr.25"C.AM 1.5 PERFORMANCE AT 800 W/W,NOCT,AM 1.5 _ SW 275 SW 280 sw 285 SW 290 Maximumpower P,,,,, 203J 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 28.1V 28.3V 2BAV 28.SV Short circuit current I„ 7.75A 7.85A 7.96A 8.06A Maximum powerpoint current Imw 7.22A 733A 7.43A 7.54A Minor reduction in efficiency under partial load conditions at 25"C:at 200 w/mt,100%ofthe STC efficiency(1000 W/m')is achieved. I -- - �- COMPONENT MATERIALS Doow%m Cells rmodule 60 From Law-iron empered glass 80ow/no with ARC(EN 12150) Celftype Monocrystalline Frame Black anodized aluminum 600 Wes. Celfd7mensions 6.T7 inx6.17in Weight 39.7lb5 08.0 kg) a 400 W/m• (156.75xl56.75mm) 200wim _ THERMAL CHARACTERISTICS ADDITIONALDATA 100 w/m• - - NOCT 48'C Powersorting -0 Wp/+SWp V. TO, 0.044%/•C J-gox IP65 MetlukvtlkgeM TCV. -0.31%/•C Connector PVwire per UL4703 37.8(961) with H4/UTX connectors 4.20 0® Modulefi eperformance (UL1703)Typel (106.65)� 1 4x1 Operating temp -4Dto+85'C 7.12 00.26(6.6) (180.85)� PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION ° LJ 0.35[9) m Maximum system voltage SC II/NEC 1000 V 0 Maximum reverse current 25A Nan;her of bypass diodes 3. o I L Design loads' Two mifsystem 113 psi downward,64 psf upward m III m Design loads' Threemilsystem 178 psi downward,64 psf upward a Design foods' Edge mounting 178 psf downward,41 pzf upward •Please refer to the Sunmodule Installation instructions far the details associated with these load cases. aa3(11) •Compatible with both'Tap-Down" . 00.35(9) -r- and'Bottom"mounting methods 1132 1 •4r Grounding Locations: (287.50) -4 locations alongthe length of the tn 130(33) module in the extended flange 39.4(1001) 190(33) t L All units provided are imperial.51 units provided in parentheses. I SolarWadd AG reserves the right to make specification changes without notice. 4.-uls(2s)-+{ SW-01-7520US 160324 EnphaW Mlcroinvcrters nph as el0i2 .5 ,C) , I The Enphase" M250 tdiicroinverter delivers Increased energy harvest and reduces design and installation complexity with its all-AC approach.With the M250, the DC circuit Is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required for the microinverter.This further simples installation, enhances safety,and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage°Cable,the Envoy*Communications Gateway'", and Enlighten°, Enphase's monitoring and analysis software. PRODUCTIVE 81ULPLE R E L I A B L I- Optimized Optimized for higher-power No GEC needed for microinverter -4th-generation product modules No DC design or string calculation - More than 1 million hours of testing Maximizes energy production required and mllllons of units shipped Minimizes impact of shading, Easy installation with Engage - Industry-leading warranty, up to 25 dust,and debris Cable years p -j enphaseo ®Re E N E R G Y G us Enphase•M250 Micrdrrverter//DATA INPUT DATA(DO) _ M250.60-21.1.422 Recommended input power(STC) 210-310 W Maximum Input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Mul/Max start voltage 22 V/:46 V . Max DC short circult current _ 15 A OUTPUT DATA(AC) 0208 VAC - � @240 VLO Peal:cutout you ar , 250 W 2W W Rated(continuous)output power 240 W 240 W Nominal output current 1.15A(Armsat nominal duration) 1.0A(Amisat nominal duration) Nominal voltage/range 208 V/183-220 V 240 V/211-264 V Nominal frequency/mrigs 60.0/67-61 Hz 60.0167-61 Hz Extended frequency range` 57-62.5 Hz 57-626 Hz Power factor >0.95 >0:95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850:mA rms for 6 cycle 853 mA tins for cycles - �a EFFICIENCY CEO weighted efhcleney ee•555 Peak Inverter efficiency 96.5% Static MPPT efficiency(vxughfed,reference EN50530) 99.4% Night time power consumption �- 65 mvir max y A itMECHAT111CAL D&W, Ambient temperature range -400C to+65*C . Operating temperature range(Internal) -400C to+85eC Dimensions(WxHxD) 171 min x 173 mm x 30 min(without mounting bracket) Weight 2.0 kg Cooling - - Natural convection=No fans Enclosure eriviro tmental rating Outdoor-NEMA 6 FE[.TURES Comp0bllity, r Compatible with 60-cell PV modules _ Communication Power litre Integrated ground The DC circuit meals the.requlrements for ungrounded Ptr strays in NEC 690.35.Equipment ground is provided In the Engage Cable.No additional GEC or ground is required.Ground fault prolectloh(GFP)as integrated into the mloroimrerter. Monitoring Free lifetime monitoring vie Enlighten software Compliance UL1741/IEEE1547 FCC Part 15 Claw 0,CAN/CSA-022.2 NO.0-M91, 0.4-04,and 107.1-01 `Frequency ranges can be extended beyond nominal if required by the utl®ty To learn more about Enphase Microinverter technology, _ enpflase` visit enphase.com �. E N E R G Y 02016 Enphm EneW..All dghls reserved Al tradwaft w brands lntleedoarnwdmreyeremd"errwPectNao . MKT-OW70 Rw 1.0 Product data sheet WOf\112L125RB Characteristics LD CTR HOM MLO 240V 125A 1 PH 12SP NEMA3R Price': 234.00 USD Main �-• Commercial Status Commercialised Product or component Load Center type Range of product Homeline Load center type Convertible Mains(lugs) [In]rated current 125 A Number of spaces 12 Short-circuit current 10 kA '�-'•""`�' Number of circuits 12 m Number of tandem 0 Circuit breakers Network number of 1 phase - phases m° [Ue]rated operational 1201240 V AC `2 Voltage e ma 8mre Complementary A o r AWG gauge 6...210 AWG copper $ � 6...210 AWG aluminium o NEMA degree of protection NEMA 3R outdoor S Cover type Surface cover s.fi Rg Device composition Grounding bar(ordered separately) g$€ Electrical connection Lugs �s Wiring configuration 3-wire 8 Material Tin plated aluminium busbar Enclosure material Welded galvannealed steel 3 m o m Cover finish Gray baked enamel s° a m OZ Product certifications UL listed file E-6294 2 a p 6 m�� €m8 Ordering and shipping details Category 00145-HOM LC&CVR,12-42CKT NEMA3R 6 E G Discount Schedule DE3C s 3 m GTIN 00785901824084 22 . v9'co Nbr.of units in pkg. 1 m Package weight(Lbs) 20.71 m Retumability Y =€o 3=$m Country of origin us Ea@� Contractual warranty $ Period Lifetime .n 8 EE �9 n� 6o w cgo. �tlm� r{`=i May 1.2013 4 eu]er eFlc 1 Product data sheet BU222RB Characteristics SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R Product availablDly.Stock-Normally stocked In disiribuliontaraGly Price': 353.00 USD Main Commercial Status Commercialised Product or component Single Throw Safety Switch type [in]rated current 6D A Product certifications UL listed NBAA degree of NEMA 3R protection D sconnector device Non-rusble disconnect type Device composition None Device mounting Surface Number of poles 2 Electrical connection Lugs i Series name General duly i T9I Ordering and shipping details category 0D106-D&DU SW,NEMA3R,30-20DA Discount Schedule DEIIA go GTIN W78M1491491 E Nbr.of urMs in pkg. 1 c Package w&Wd(Lbs) 4.70 Q 2 Product availability Stock-Normally stocked in distdbuDon facility U Returnability Y Country of origin M e s Contractual warranty F Period 16 months Sk : > . lit a] 6 l _ IM[16.2D19 s`$'tF:dar a THHN/THWN 600v 11BVN http://cmewire.com/catelog/building/1000.as TKVM-1'6 Irel rsnio4N�Yt5�t:n. CATAI,.OG/iD.fd00(1�'�r� .s r General purpose,smallest diameter wire available for new construction or rewiring.Pdmarlly 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 MTW). Conforms to Federal Specification ]C-30-0, ANSI-C 33.80 and requirements of the National Hectrical 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 75•C when exposed to oil and gasoline In compliance with Underwriters Laboratories Standard for Thermoplastic Insulated Wires. It Is also recognized as Type MTW rated 901C when utilized with Industrial machinery per Article 670. Stranded conductors are also recognized for use as appliance wire rated at 105-C In air and 60'C when exposed to oil. Sizes 14, 12 and 10 AWG are recognized for use as appliance wiring material (AWM)rated 90'C 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, 60'C 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 avallable in sizes 8 AWG and larger,ANY COLOR. T H H N f T H W N T H W N - 2 C O P P E R St. Nutrber Average Overall Diameter Approximate A'Ra.W or Weight Arnps90-C AYlGIMCM Strands Inches Con Lb&MOOOit 14 1 0.11 2.8 16 25 12 1 0.12 3.0 25 30 30 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 Ito 2 19 Dag 9.9 243 130 1 19 a." 21.2 301 ISO 3 0 19 0.49 12.2 387 170 2 O 19 0.33 13.5 482 1 195 3 D 19 0.58 14.7 599 225 4 0 39 0.63 16.0 747 260 250 37 0.71 18.0 891 290 300 37 0.76 19.3 1060 310 350 37 Dal 20.6 1229 350 400 37 0.86 21.8 1396 380 see 37 094 23.8 1731 430 600 61 Loll i 26.4 2087 475 750 63 1.15 29.2 2588 535 "no 61 Mao 1 33.0 1 3732 615 NEC Table 310-15 net more than three conductors, in raceway or cable tray or earth (direct buried) based on ambien union Mad.: temperature of 306C(860F).To determine ampadty,by conductor sire,please consult the National Electrical Cade,etest edition he above data are op prcrximate,and subilect to normal nainufactuying tolerincee.THWN-2,sizes a and larger an color. www.cmewim.mm ®Copyright 2006 CME Wire and Cable,Inc.All Rights Reserved.For more Information feel free to Contact Us 495 Horizon Drive NE,Suite 100,Suwanee,Georgh 30024 Phone:770.623.ODD1 Fax:678.546.5422 1 of 1 3/19/20129:05 Ah GBL LAY-IN AL/CU Page 1 of 2 Home Login ER About Us Ell ILSCO Product Catalog GBL LAY-IN AUCU I$ New Products Home > ILSCO Product Catalog> Grounding >Ground Clamps> GBL LAY-IN AUCU 1$ Reference ILSCO Flip Book Catalog Contact Us s 1 y Fig. 1 F 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 Compare Create Cut Sheet Items Per Page F20 Fv Compare/Cut Item ID Figure Ground Bolt/Stud Hex Standard I Sheet Number Conductor Range Size Size Package Quantity EI GBL-4 1 4-14 AWG #10 S 100 07; El GBL-4SS 2 4-14 AWG #10 5 50 07; http://www.ilsco.com/e2wShoppingCatalog.aspx?parentId=3100012783&parentLink=210000118... 7/31/2015 17585 .. 10 Hooks ( otlncliided` a .. 17586' 1 Hook" WA:Udeii � 1758? 10 Hooks&20 Screws 5/16"x.81' 17598 1 Hook$2 Screws . 5i16t`x 3" ZOIvt 17589 10 Hooks&20`Screws 014 x 3" 1760 1 9 (look&2 Screws #14 x 3" Type 304 Stainless Steel For Side Mount Rails 736 _ Iy •_ R1 �F.t 1 �� 3rY' t a 1 r- t � n Revt Lettern De scn ti6 n Idourt ScrdW]S l ots S19Ditzhrtetm/Lx xeTdS Rail SIotSi e hRook Len- #7950in& iiin BottomEndto To End 165.30rm-173`u5 rDi.m m Thickness_ - - ".6mm Use our `14 or 5/16' Solar Mounting Screws A 54mm CD b CD Q � � � 122mm 30mm 25.50mm I�el D 8mm B 68mm Rail Slot Accepts _ 5/16'or 3/8'Bolts m 950 m�m�m 95 m`a0 8.70mm C 21mm 38.50mm --I a 120mm 8.70mm I 140mm I E 5830 Las Positas Road, Livermore, California 94651 3948 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. O v > a -a 3 4 ' u F !^ G,u C 0 �aeQ= v t Z � E t jLl . O p. b"•' C.Z"RO' Zy Y€ O d u L�'� J O_ i O Vl .D rn tl �•�p�y 4� f s 4 0 u O O 4�itiv,a 0 N t c �,C.d• .�. 2 f ; 0 i J m G 'Sj 01CprEC e+ � j ysrC wCVi GGG px 3 Y E 2 E "D `w E a _ rn o E12 �= Q o � v , a0+ C m O E E 3 C a m s O o+ rn a Y f E C C z r E c O O C C y 1 w R mo m° E E12 v V m X t i A u E i C 2 O N + O V B u 2 // P V tV Z �� $ L L9 �; � a J`J fai Eli � 0 � � 0 S y n O C N sEf ' D h v0 0 1 F C .• r 'ry I [rents Ro-af Leaks .and -O{h -ife�' : r , o f � - RODFTtEE E SHINOGES 1 SHEET R!ETAL i i'Y{Eme f verrs E#uTTERs i ftm I NEW 000ftf1L_ 011 1 REPAIRS I hoofs are on the front line in preventing water intrusion t- Nigh-Grade Polyurethane.Formulation rra § " and are subjected to the most extreme wind and weather I P� P:ermanerwl ecures Roof Tile conditions-7a prevent rani damage and leaks, an adhesive/ sealant must be a standout performer: RainBuster 850 1� Non-Shrinking,Permanently HeAble W" Ultra-Flexible Roof Tile Adhesive/Sealant is specified by I ITV Resistant;Flexes to Prevent Broken Tiles l a " >rrrl leading builders and' trusted by quality minded contractors. €;- Withstands Extreme Wind,and FootTmffic 'to prevent roof leaks Unlike-traditional-roofing cements . [> Seals Roofing Joints including Flashing" r and mastics, RainBdS#er -5O offers a.hlgh-grade polyurethane g> WEfhstands Extreme Weather-&Temperature fiormulation, permanent fiezibjijty and_poiverful adhesion, t.ryon SagtnRreventTile,Slip Pen used as a roof the adhesive; Rahift Ste r 850 slimes AdhereatoPOPSurfaces a- as it flexes with hurricane force wind uplift,foot traffic, and F Paintable(See Painting Section) seismic activity. to,prevent broken tiles. When applied to V Non-Flarrimabie ra flashings vents and gutters; Rafn13uster 85D permanently. LVOG,CARapdNOfNDCompli Lifetime Warranty ant seals joints to effectively divert water away from the home. d#y. =r cc c 6 E � � E j' Et oe • s .-F" -:4��'^rr .3'i p€y(.S'',Y r ',xT� Y�T�'Y� r �kf- y'•' `. n '.� v' �fd"` 7�.��.�-., �,yu ,r •ku, '£,� -,k •'!'.. ..Fk,� +,,:.. A � ..v:r:n SHEET INDEX SYMBOL LEGEND PV-1 SOLAR LAYOUT '^ M PETERSEN®EAN PV-2 ATTACHMENT DETAILS PV-3 ELECTRICAL LINE DIAGRAM DRIVEWAY MECHANICAL & p i �w, So1r�91 , Services Pv-4 PLOT PLAN PLUMBING VENTS S 1820 CONTAINER CIRCLE RI RSIDE. A NOTES: SOLAR MODULES w P: ss sso w pe ers Gn.com A C NSE . 468117 Solar Photovoltaic System to be 71 installed on residential structure. CSFM c-10 c-,a —Design complying with the latest 3' SETBACKS PRO JECT NAM . edition of California Electrical Code, NEC CONDUIT and all local ordinances and policies. I SARGEANT MAIN SERVICE PANEL M —The project has been designed in AIN AND UTILITY METER compliance with the CBC section 1609 ❑ RESIDENCE to withstand a minimum 110 MPH wind SOLAR LOAD CENTER LC load. AC DISCONNECT Per sections R314 & R315 within the 25503 BETH DRIVE A2013 California Residential Code (CRC), JUNCTION BOX MENIFEE, CA. 92584 it's required that smoke alarm and 9 JOB #29669.00 carbon monoxide detectors are LC GAS METER retrofitted into the existing dwelling for permits with repoirs or additions PROPERTY JURISDICTION- MAIN `— exceeding $1,000. _ MENIFEE, CITY C — Working distances around the existing G electrical equipment as well as the new GA1pJ (36)POL4RWORLD SW290MONO BIK electrical equipment will be maintained City of Menifee ;36)ENPHASE E9750 80-2LL-S2X in accordance with CEC 110.26 Building & Safety Dept DRAWING NOTES: — This system will not be JUN 3 0 2016 interconnected until approval from the W Q local jurisdiction and the utility is yG MODME RATED AT 280VJ local jurisdiction 6(WLMN MWIRES Hw L..'.L. -A-RK RANG) ' obt —This system is a utility interactive / Oc�f 9V@C� 1 MULTIPLY BY QTY. C' IICDULES p`t�, Q system with no storage batteries. (36) OTY 28OW ARRAY SYSTEM SIZE: 10.O8kW SOLAR MODULES ROOF 1 // / /// 180" 10.08 kW DC i ��� ���i 0 SYSTEM AZIMUTH: —The Solar Photovoltaic installation shall not obstruct any plumbing, mechanical ROOF PITCH: ZZ'= 5/1 2 or building roof vents. JB MOUNTING HEIGHT: 2—STORY �. ORIENTATION OPTIONS ARE PRELIMINARY, — When a backfed breaker is the ��� 7 , i AND ARE SUBJECT TO REVISION FORIlLi method of utility interconnection, AZIMUTH 180' = OPTIMAL USE. breaker shall not read Line and Load % FROM NORTH REVIEWED AND LAR ARRAY LOCATIONS ER ER o a AND/OR ARCHITECT OF RECORD 0 VERIFY SYSTEM LOCATION, FOR VENTILA N , S OBSTRUCTION AND POSSIBLE RE TION ���yyy < OF VENT AND/OR PIPE r FIELD VERIFICATION OF ROOF STRUC RE �i P- /31 17 L�' 0 AND SOLAR ARRAY L I E U PRIOR TO INSTALLATI A ST G ROOF ACCESS PER I I STRUCTURES WHERE A A L--, `rT T�1p ARE TO BE INSTALL CRC R331.4.1 F OF C 61 ARCHITECT/FIELD DRAWING INFORMATION 'Wyea � PERMRTING JLEW OL15'IGtb BACKYARD 6/28/16 bi CODE COMPLIANCE STRUCTURAL ONLY PROJECT DESIGNED BASED ON 2013 CEC 5�/7 f1 ALL SUPPLIED EQUIPMENT IS UL USTED �/ O GPI 'may � $ ASSOCIATES 2013 CALIFORNIA BUILDING CODE P V- 1 2013 CALIFORNIA ELECTRIC CODE SOLAR LAYOUT c5irucfural6n meers 2013 CALIFORNIA FIRE DEPARTMENT CODE 'I .9 PLAN M:IPM 2013 CALIFORNIA RESIDENTIAL CODE 2013 ENERGY COMPLIANCE T-24 SCALE: 3/32r r '=1'-0' 175E.WILBUR ROAD,SURE 103-THOUSAND OAKS,CA 81360 02016 PETERSENDEAN SOLAR & ROOFING 2011 NATIONAL ELECTRIC CODE -e0s.aae2w0 - 60s.4BBza42 -vee�vOOSE® IN ALL RIGHTS RESERVED Maximum roof load: 2.59 Ibs/ft2 W El PETERSEN®EAN 12" MAX. 72" O.C. MAX 12" MAX.TYP. CONT. ALUM. nP• F Maximum point load: 35.03lbs/attachment W SwrrerRoof:TM . Solar En&gy • servkw � RAIL 1520 CONTAIN CLE Model: SolarWorld 280 Mono Black IVERSIDE c 925° 00 Weight 39.7 LIDS -a890 w.pet s dean.cam Width: 39.4 Inches ucEN o. a6am r J g p Length: 65.95 Inches C & - s z 0 c PROJECT E: O P• 441 17 (n o -- -- - t Y o um / � SARGEANT sT * < ¢ 0 OF CA f J >- - RESIDENCE — 6/28/16 STRUCTURAL ONLY MENIF BETA DRIVE $ MENIFEE, CA. 92584 END MOUNTING MID. MOUNTING ¢ d M n O & ASSOCIA, E JOB #29669.00 CLIP, TYP. CLIP, TYP. ¢ c3lniclural6nyiz eers a JURISDICTION: 175 E.WILBUR ROAD,SUITE 103-THOUS O OAKS,CA 13e0 BD5A882,°° _ BD5A85.2442 - "®VRSE. IT F MENIFEE, � YC� TYPICAL RACK MOUNT LAYOUT SCALE: 1/2"=1'—Q" (36)HOLARWORLDSW280MON06.K (36)ENPHASE M25O-60-21-LS?X, 3' 23'-8" 20'-2" DRAWING NOTES: . .. 2x4 U 3/8"-16 X 3/4 n b b a C TYP I I I I MODU!F RATED AT: 28'3 W HEX HEAD BOLT I I 1 I I I I T ( 5 12 I I (5 ARN W MOGILL£5 H,A- NLAt W FIRE RATNG) 3/8-16 FLANGE I I I I I j I UNIRAC MID CLIP NUT I I I I• I I 1 • i I I I I I I MULTIPLY BY QTY. CF'AODULES: I I I ARRAY SYSTEM SIZE: 10.08 kW W/T-BOLT & FLANGE NUT QUICKSCREW 90• 1 T I I I I I I P I I I i I 1 I I 1 I 1 80A SS TILE HOOK w/ 0 1 4 11 I 1 I I 1 1 I 14 I 4 I I d I N SYSTEM AZIMUTH: UNIRAC ALUM. FLASHING 1 p I Y I 4 I YI I d I I 1 = ROOF PITCH: 22"= 5/12 SOLAR PANEL SUPPORT RAIL 1 I I I I I I I I I I I I b a S MOUNTING HEIGHT: 2 T I I I I I I I t I t I I I 1 I I I iE ORIENTATION OPTIONS ARE PRELIMINARY, CONCRETE FLAT AND ARE SUBJECT TO REVISION FOR TILE I OPTIMAL USE. P I f I t I ¢ i- SOLAR ARRAY LOCATIONS ARE TO BE I I I I I 1 � REVIEWED AND APPROVED BY OWNER I I I I < AND/OR ARCHITECT OF RECORD TO VERIFY (56) OTY ATTACHMENT SYSTEM LOCATION, FOR VENTILATION POINTS 0 72" OC MAX — OBSTRUCTION AND POSSIBLE RELOCATION S OF VENT AND/OR PIPE JACKS. 22 2x4 RAFTER m FIELD VERIFICATION OF ROOF STRUCTURE, 5 y3 AND SOLAR ARRAY LOCATION IS REQUIRED 12 ® 24" OC TYP £ PRIOR TO INSTALLATION FOR ALL EXISTING STRUCTURES WHERE NEW SOLAR ARRAYS ARE TO BE INSTALLED. 5/16" x 4" SS LAG BOLT ARCHITECT/FIELD DRAWING INFORMATION INTO RAFTER(S) 2 1/2" MIN. PERA9DiNG �nrw 'misrsme PENETRATION W/ ROOF $ SEALANT, TYP. B CONCRETE FLAT TILE — QUICKSCREW 90- SS TILE HOOK ~~ SCALE 1 " = 1 ' n PARTIAL ROOF FRAMING PLAN P V 2 PLAN SCALE: 3/32"=1'—C ©2016 PETERSENDEAN SOLAR & ROOFING INC., ALL RIGHTS RESERVED LABELS }ta,F T;I1 TO ,il :: r111 - . . - ALL PLAQUES AND A REQUIRED BY THE LATEST EDITION OF CALIFORNIA ELECTRICAL CODE WILL BE INSTALLEDALLED AS REQUIRED. $OldrW OTId 280 MONO Black — Max Branch AC required conductor ampacity, UL1703 ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC,ENGRAVED OR (1)(12)(1.2S)=15A Power 280W F ppETERSENDEAN MACHINE PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE.THIS PLAQUE WILL BE ATTACHED BY POP RIVETS OR SCREWS OR OTHER APPROVED METHOD.IF EXPOSED TO 39.5 VOC,28.3 Vm nom G NEC 690.5(C) - AT THE INVERTER AND/OR GROUND SUNLIGHT,IT SHALL BE UV RESISTANT, p' a Smortsritoofs"' . solar 5*W • Ssrykes FAULT INDICATOR LOCATION (AND ALL BATTERY AWGH10,deratedampacity: 9.711sc 9,071m S LOCATIONS IF APPLICABLE): EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES,EQUIPMENTS,AND (40)(0.71)(0.8)=22.72A .n PIr -I,1:' 1820 CONTAINER CIRCLE CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 25D.1340R 250.736(A) „erg RIVERSIDE, 92 WARNING REGARDLESS OF VOLTAGE. 60OV, UL E42728, P: 951 6- EMOIAD FAULT CKHATANo 22.72A> 16A,therefore AC wire size is valid. NEMA 3.4,4x,6,12,13 ww ersendeo .c IRMALLY HOUNDED CONDUCTORS EACH MODULE SHALL BE GROUNDED USING THE SUPPLIED CONNECTION POINT IDENTIFIED ON P NORMALLY GROUNDED CONDUCTORS L ENSE No. fi 7 MAY BE UNGRourvom ANO ENFAGI2ED THE MODULEAND THE MANUFACTURER'S INSTRUCTIONS. C-1 C-4 IF THE EXISTNG GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY Combined System AC required LronduLtorampacity Enphase M250-6D-2LL-S2X(-ZC)(-NA)(240V) w METALLIC WATER PIPING,IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL A (1)(36)(1.25)=45A UL 1141,NEMA 3R, E1547 ePROJECT NAME: NEC 690.14(C)(2), 690.15 - ON AC DISCONNECT: SUPPLEMENTAL GROUNDING ELECTRODE. Nom Voltage 24 AC PHOTWIXTAK:DISCONNECT PHOTOVOLTAIC EQUIPMENT SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS AWG H8,derated ampacity: Max Current lA SHALL ONLY BE INSTALLED BY QUALIFIED PERSONS. (55)(0.91)(1)=50.05A 1:c):I-hMclrfet•r1eTf: 31 SARGEANT ALL CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT Branch Clmult5 3 NEC SAND - AT JUNCTION BOX, COMBINER 60.06A>46A,therefore AC wire size is valid. Modules per Blench o BOXES AND AC DISCONNECTS: p 12,12,12 a EQUIPMENT CONDUCTORS SMALLER THAN SAYING SHALL BE PROTECTED IN Note:Candultshall belnstalled Mlnl-1 aboveroofsurface Numberof Inverters RESIDENCE WARNING ruclway. 2" 36 w ELECIMICAL SHOCK HAZARD PROVIDE SMOKE ALARMS AT THE FOLLOWING LOCATIONS AND NOTE ON THE PLANS:(R314.3 CRC) Record low temp 14-F g OO NOTTOUCH TERMINALS. : .. 12TERMINALS ON BOTH THE UNE A.OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. AND WAD 6IDEMAY BE ENERGIZED S.IN EACH ROOM USED FOR SLEEPING PURPOSES. Max AC Output CuRent 36A N THEOPEN Pasmox C.IN EACH STORY,INCLUDING BASEMENTS.IN SPLIT LEVEL UNITS WITHOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL Operating AC Voltage 240V 25503 BETH DRIVE SUFFICE PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELORE THE UPPER LEVEL Operating AC Power 8640W _� MENIFEE, CA. 92584 D.ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS. NEC 690.35(F) - UNGROUNDED PV SYSTEMS ONLY E.ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP. Operating AC Frequoncy 60 Hz ts AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT F.APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS MALL BE ACCEPTABLE. Max OCPD Rating SSA IA JOB #29669.00 AND DEVICE WHERE THE UNGROUNDED CIRCUITS MAY ACARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES FOR WHICH A PERMIT IS n BE EXPOSED DURING SERVICE: ISSUED FOR ALTERATIONS.REPAIRS,OR ADDITIONS EXCEEDING$1,000.00.LISTED SINGLE-OR MULTI-STATION D DU22 TATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE D c 2RB JURISDICTION:WARNING SLEEPING AREA IN THE IMMED ATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.COMBINED SMOKE CARBON MONOXIDE ALARMS MAY BE TRE 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 ILL E2875, NE Ili A 3R � � DC RESULT IN THE REMOVAL OF WALL AND CEILING FINISHED OR THERE IS NO ACCESS BY MEANS OFF AN ATTIC.SHOW ON THE PLANS CRC) 60 A, 246 V, NO N-FUSIBLE = MENIFEE, CITY C/F SYSTEM UNGROUNDED MAY _ SYSTEM ME UNGRGIZED AND MAY BE ENERG�D COMPLY WITH CEO SEC.690.14(D).4 AND INSTALL A PLAQUE IN ACCORDANCE WITH SECJ05.10 AS FOLLOWS: ' - '�-' °'"' o ENPHASE XAMI-120 705.10 DIRECTORY:A PERMANENT PLAQUE OR DIRECTORY,DENOTING AN ELECTRIC POWER SOURCES ON OR IN THE PREMISES,SHALL BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION (36)SOURWORLD SW,080MONO BI K /ODD AT LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES CAPABLE OR BEING INTERCONNECTED. 240 VAC,60A ,36)�NPHASEA267,6O.2LL-S2X NEC 690.52I - ON AC DISCONNECT UL E6294, NEMA 3R A POINT OF INTERCONNECTION: PHOTO-VOLTAIC PANEL THERE ARE NOT INTEGRAL PART OF THE ROOF COVERING SYSTEM SHALL BE INSTALLED WITH A MINIMUM THREE(3)INCH CLEARANCE FROM THE SURFACE TO THE PHOTOVOLTNCBYSTEM PANEL ACSYSTFMSPECIRCATIONS o DRAWING NOTES: MAX Aco1TIPUi CURREM: OB A COMPLY WITH CEC ARTICLE 250.56 FOR EXISTING RESISTANCE OF ROD,PIPE,AND PLATE ELECTRODES.A SINGLE ELECTRODE CONSISTING OF A ROD,PIPE,OR PLATE THAT DOES NOT HAVE � OPERATING AC VOLTAGE 240 V RESISTANCE TO GROUND OF 25 OHMS OR LESS SHALL BE AUGMENTED BY ONE ADDITIONAL ELECTRODE OF ANY OF THE TYPES SPECIFIED BY 25D.52(A)(4)THROUGHA(B).WHERE MULTIPLE 9i OPERATING AC FREQUE BB40 W ( ) to OPERAnrvG AC FREQUENCY: 5D Hz ROD.PIPE OR PLATE ELECTRODES ARE INSTALLED TO MEET THE REQUIREMENTS OF THIS SECTON,THEY SHALL NOT BE LESS THAN I.BM(B FT)APART.SHALL PROVIDE AN AUXILIARY 280VV MAXIMUM OUP)RATING: 45 A GROUNDROF IT IT CANNOT BE PROVEN THAT THE EXISTING GROUNDING HAS HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS ` MO!IME PATED AT: NOTE:2Section10 CEC Section 690.64(B)2-Bus or Conductor Rating.The sum of the ampere ratings of ,��. (SMARWORID MODULES HAA ,u,.S,'A'nRE RATING) owncurrent devices In circuh supplying power to a bulbar or conductor shall not exceed120 21 - GG NEC 705.12(D)(7) - BY BREAKER AT DISTRIBUTION percent of the rating ofthe busbar or conductor. In systems with panel-boards connected In MULTIPLY BY CITY. C. t:CDULES: I, EQUIPMENT: series,the rating of the first ovumment devlce directly connected to the output of a q p utility-Inteactive inverter shall be used in the alculatians for all busbars and conductors. � ARRAY SYSTEM SIZE: I O.O�I8kW _WARNING ( ) 3, SYSTEM AZIMUTH: 180* VfVER DO NOT RELOCATE N 'THIN(1)aE 15A SAO AND(1).E 20A See 120%RULE= 225A=1209o-225A=45A / THIS OVERCURREMDEVICE WITH A HOMT1520 TO MAKE SPACE FOR PV BREAKER — = 12 ROOF PITCH: ENVOY-S •OUAD(1)AE 20A DINS AND(I)xE 15A MOUNTING HEIGHT: 2—STORY ME1FRCo TANDEM SPB WITH A HOMT1515M TO MAKE NEC 705.10 - AT SERVICE EQUIPMENT LOCATION: PHOTOVOLTAIC ARRAY 1D CrS AT SPACE FOR PV BREAKER (t)5A sPa MAIN PANEL ORIENTATION OPTIONS ARE PRELIMINARY, CAUTION BRANCH CRCUIT 1 -12 MODULES Jw4CRaN i AND ARE SUBJECT 70 REVISION FOR THE EIECTRICALSYSTEM IS BOX (2)MIX4ITOPoNC CIS; PV BREAKER OPTIMAL USE. sOUARE D HaM245 � SOLAR ARRAY LOCATIONS ARE TO BE ALSO SERVICED eTE FROM ENPHAY 45 A DPB PHOTOVOLTNCSYSTEM _ _ _ MIBIIN 50'�AR EMT LOCATED FARTHEST REVIEWED AND APPROVED BY OWNER 'RU~ AWG/le ^Mm ' AND/OR ARCHITECT OF RECORD TO VERIFY BRANCH CIRCUIT 2- 12 MODULES O) -OWE u SYSTEM LOCATION, FOR VENTILATION CSFM - AC CONDUIT EVERY 10' INTERIOR/EXTERIOR (1) = WHITE FE'j ^ OBSTRUCTION AND POSSIBLE RELOCATION E25AR 6o A RATED v SQUARE A RATED € OF VENT AND/OR PIPE JACKS. AC DISCONNECT v MAIN S D WARN NG:PHOTOVOLTAIC POWER SOlI110E (3)20A DPB 24011 MAIN SERNLE < ` .x. ( i`v FIELD VERIFICATION OF RODE STRUCTURE, PANEL AND SOLAR ARRAY LOCATION IS REQUIRED BRANCH clRCUii 3= 12 MODULES se PRIOR TO INSTALLATION FOR ALL EXISTING PLAQUES SHALL BE PLASTIC ENGRAVED IN A MAN DISCONNECT STRUCTURES WHERE NEW SOLAR ARRAYS CONTRASTING COLOR 70 THE PLAQUE. PLAQUE SHALL _ _ ARE TO BE INSTALLED. BE ATTACHED TO THE SERVICE EQUIPMENT WITH ARCHITECT FIELD DRAWING INFORMATION POP-RIVETS OR ADHESIVE. M1 Er.0 THwN-2IN b( _ _ 3/4 EMT INSTALL NEW AM s UTILITY CTIONAL FS PERMITTING JLEW WISKIGN 60 A RATED 1 BLACK OMETER '$ AC ACOMBINMRATED L2 =ftW 1 PRAY,3 MITE ENPHAY AC ENGAGE CABLE RIWN-2 IN BOX,METERED N=WHITE 120/240 V Ij IN FREE AIR 1'EMT MPHASE XAMI-120 AZ 08 n0 L1 = BLACK,L2 a RED, N - WHITE AM 'SO A C= GREEN I) PV USE ONLY, G=GREEN L1 = R9TRIBURON NEW, IF NO is EGC = AK W BARE CU L2=RED NUT Not gED EQUIPMENT• EROU N N=WHITE GROUNDING BRANCH QRWIT n,Ise- 12 A Am GREEN ELECTRODE \ / G=GREEN ICJ V BRANCH CIRCUIT A21 Iac-12 A o BRANCH ORWIT(3,Ise=12 A PLAN ©2016 PETERSENDEAN SOLAR & ROOFING z INC., ALL RIGHTS RESERVED BETH DRIVE 100 F © PETERSEN[N.hl ! S=ffsrRIx fs-. SGIGr Energy . servims 7 I ffi 182 CCON AI CIRCLE 7 RIVERSIDE 4 09 P: (9 76 489 ww ete ntl on.co ICEN N . 46811 -H &1 C- & C r LID DRIVEWAY PROJECT NAME: SOLAR LOAD CENTER SARGEANT AC DISCONNECT MAIN PANEL METER & MAIN SERVICECA U T I ® N RESIDENCE I I DISCONNECT JO'± —,' , �4 Fd, I I POWER TO THIS BUILDING IS ALSO SUPPLIED 25503 BETH DRIVE 15 ±'� FROM THE FOLLOWING SOURCES WITH MENIFEE, CA. 92584 DISCONNECTS LOCATED AS SHOWN: JOB #29669.00 IFFFFM I o ON OF i BETH DRIVE y JURISDICTION: MENIFEE,'CITY II I � ......rRWORLD SW?80MON0 Bi K ' BACKYARD I '36)SNPHASE HPFO-60-2LLS2X, I nnwr D DRAWIN6 NOTES: Q YNI Il16 tt®t� p 1��r M0911tE RATED AT- 2UO VV (S RMRM M=IES HF&I.W.S.;i-L-FIRE RAPING) Co In NI S I 01 Of MULTIPLY BY OTY, CS I!0DULES: ARRAY SYSTEM SIZE: O.O m Uk W J I 1 yMn ( I p. /31 17 O11cs ai SYSTEM AZIMUTH: 180° I 1� ft00F PITCH: 22`_ /1 Sr TURP �'ap s�arMlo 2 MOUNTING HEIGHT: 2-STORY I POF CA��` ORIENTATION OPTIONS ARE PRELIMINARY, I -H i AND ARE SUBJECT TO REVISION FOR iA OPTIMAL USE. 6/28/16 �9; SOLAR ARRAY LOCATIONS ARE TO BE e REVIEWED AND APPROVED BY OWNER 1 g ARCHITECT OF OR SYSTEM LOCATION, FOR VEND O VERIFY VENTILATION STRUCTURAL ONLY I (�; OBSTRUCTION AND P05518LE RELOCATION M 0 H � 0 & ASSOCIATES a OF VENT AND/OR PIPE JACKS. m FIELD VERIFICATION OF ROOF STRUCTURE, I AND SOLAR ARRAY LOCATION IS REQUIRED c31,ruc1ura/6nyineers £ PRIOR TO INSTALLATION FOR ALL EXISTING ( STRUCTURES WHERE NEW SOLAR ARRAYS 175 E.WILBUR ROAD,SUITE 103-THOUSAND OAKS,CA 91360 $ ARE TO BE INSTALLED. - 805.498.2100 - 805496.2442 - V®VI1IMEI1S1 ARCHITECT FIELD DRAWING INFORMATION •..1 I i PERMITTING JIk1'I OLIRGGIR IN H� PLOT SCALE PLAN - I n MAP PLACARD \ / : 1"_30_--_-- --_— I L NTS P V — 4 J 32' - PLAN pE ©2016 PETERSENDEAN SOLAR & ROOFING INC., ALL RIGHTS RESERVED