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PMT16-02337 City of Menifee Permit No.: PMT16-02337 _ 29714 HAUN RD. Type: Residential Electrical �ACCELA—> MENIFEE,CA 92586 MENIFEE Date Issued: 0 812 312 01 6 PERMIT Site Address: 27730 DURANT ST, MENIFEE, CA 92585 Parcel Number: 333-141-001 Construction Cost: $16,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR SYSTEM,9 PANELS, 1 INVERTER,2.34 kW Work: Owner Contractor JANET HUGHES ENERGY REMODELING INC 27730 DURANT STREET 22120 CLARENDON STREET STE 200 MENIFEE, CA 92585 WOODLAND HILLS, CA 91367 Applicant Phone: 8772454672 JASON JONES License Number:968844 ENERGY REMODELING INC 22120 CLARENDON STREET STE 200 WOODLAND HILLS, CA91367 Phone: 8582258803 Fee Description Qtv 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 1.00 SMIP RESIDENTIAL 1 3.00 General Plan Maintenance Fee-Electrical 1 12.60 $453.10 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 carded 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_Blog_Pennit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects 1 hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License law). Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect./ the following reason: License/Class i License No u IN By my signature below I acknowledge that,except for my personal residence Expirey Signature in which I must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that 1 WORKER'S PENSATION DECLARATION/ have built as an owner-builder if it has not been constructed in its entirety by D I hereby affirm under penalty of perjury a 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 bythe 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 this permit is issued, w„ww_leeinfo.ca.eov/calaw.html. cc Z L/ Policy# z-.,T loy J p + Date PROPERTY OWNER OR AUTHORIZED AGENT n I have and will maintain worker's 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 worker's compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this number are: application and the information I have provided is correct I agree to comply /y with all applicable city and county ordinances and state laws relating to Carrier L/ building construction.I authorize representatives of this city or county to Policy# �b� /_Expires ��� enter the above identified property for inspection purposes. (This section need not to be completed is the permit is fo one-hundred Date dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT o 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# worker's compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall fo hwith cc�implywitb those provisions. Will the applicant or future building occupant handle hazardous material or Applicant .��U��ate �-� mixture containing a hazardous material equal to or greater thatthe amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TOSS CURE WORKER'S COMPENSATION 8VERAdE IS o Yes o No UNLAWFUL,AND SHALLSUBTECTAN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building bythe 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 37060F THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY ayes o No 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 for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes o No 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 understand my requirements under the State of California Health&Safety Code,Section 25505 and 25534 concerning Contractor's License Law for the reason(s)indicated below by the hazardous material reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oYes o No 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 PROPERTY OWNER OR AUTHORIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRPI 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 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 o 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.eoa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-80D-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: 01,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractor's 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 RRP Acknowledgement. EsGil Corporation In Tartnerskip with Government for Buifding Safety DATE: 08/18/2016 ❑ APPLICANT RIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02336 & 2337 SET: II PROJECT ADDRESS: 27733 Durant St. PROJECT NAME: JANET HUGHES 2,000 Watts 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: ( y' ) Fax #: Mail Telephone Fax I erson E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 08/15/2016 9320 Chesapeake Drive, Suite 208 ♦ San Die,-o,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02336 & 2337 r 07/26/16 t [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02336 & 2337 PREPARED BY: Sergio Azuela DATE: 07/26/16 BUILDING ADDRESS: 27733 Durant St. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: FBDINGAREA Valuation Reg. VALUE11 ION I ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnf Imanual Input Bldg. Permit Fee by Ordinance W'I Plan Check Fee by Ordinance WI Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other Repeats ItHouLly 1.5 Hrs. @ * 'EjsGil Fee $105.00 $157.50 Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ Lo Yd Il V Martin 2510 W. 237th st. PrOf eSsional Email: to #206 Torra Engineer, Inc Structural Calculatio dwmarhn@gmail. ce Cq 90505 ns for C0m Te1:1.310.464. Hughes a Roof Mou W ww"oydwma 180'4 2773p Residence nted Solar Photovoltaic ence hotovoltaic S Menife, CA 9 585 system f Applicable of Menifee ��?90FESSoN e Codes, Building & Safety Dept. W. 2013 California AUG 15 2016 W No. C58724� 2013 Califor Buildin * Exp.3.31-17 g Code, 2013 kfocel.ved CP c Standard rna Mechanic ivlL Structure gSCE 7-10 ode, Americ n S Electric Code °FcauFo�`�' al Cmia Specif'� , 2012 gmerM�nimurn Design boa n S°ciety of Civil , ation for wood C n Forest & p Loads for Buildin Engineers codes which are ado °nstruction, Local Association dings and Other Ass n, National Design which Desi pted by reference al Municipal Co gn by or enacted by laved e, and all other The existing structure original condition T has been built required live load he existing roof under a building Mold of been substa d the ability o f therrcture is capable of its and is in its or Una red oof structure to support its code Contractor shall modificat►o by the age of the upport live loads to in, °f make inspection of to the existin structure, ter existing roof • the roof the existing g structure. mites or Assis capable mounted solar g roof fram. Solar Energy All 2xmed Design Pa ale of supporting min mu y system to verifYstem prior A114x members are gradeters: roof live to y that the ads. All Roo f tubers are Douglas Fir # All Co Connectors grade Douglas F- 2 or better crete Original StrucFurundatons Sim epsons Strong Tie outer Of the Applica e was built t 2500 psi o Equal V ble Buildin ° the Type-V r stronger g Code at the time °fd Framed Standards )16-2371 ESD Hughes Re Construction. S1den..,. n Loyd "a Martin prof 2510 �/�/. 23-7 Professional En Email. ►° St. #206 Torrance Engineer, Inc ydwmartin@gmail.com A 90505 Tel:1.310.464. 1804 Note to Building official: WWW.lo Ydwmartin.com Based upon a review existing Based of the loads causrooed framing system Proposed pabl plans I safely confident that the y m is capable of s shall field v by the solar photovoltaic afel erify that the energy Y suppOrtmg the addition condition and verify existin 9Y system. The contractor Y that it can g roof structure is in its original roods• Attached in this support the normal code re permitted members can su package are several calculations showind roof live Furthermore support the additional Weight selsrnic anaays l an analysis of the solar of the solar g that the Ysis of the existing structure are alsopnc for array. a wind forces and Check Existin lulled. Roof Trusses; WDL+ii w = 30 Psf x 2 ft = 60 plf R1 9 14' R2 Total load on truss = 60 plf x 14 ft. = 840 I bS PR WESS/pygl No. C58724 9 * EXP. 3-31-17 N T9T C/V R �P F�F CALI 2016- 2371 ESD Hughes Resiria ,.._ Loyd W. Martin Professional En ineer,2510 W. 237thTorrance,CA 90505 Te1�1.310.464.1nC. Email: loydwmartin@gmail.co I 804 www•loydwmartin.com Check Existin Roof Trusses: P pp p w 6DL+LL wDL+LL = 30 psf x 2 ft. = 60 pif q I w DL LI R1 1 14' R2 Total load on truss p 3.7 6.6' = 60 Of 3.7 28Ofx6.6ft. + ( 4' x1.65' x3psfx4 ) = 708 Ibs < 840 Ibs OK Check attachment of Su ort to Existing Structure for Wind U lift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH EFFECTIVE AREA - �oQROFEssioN9 - 15SQFT � INTERPOLATION OF WIND UPLIFT FORCE: c No. C58724 Pnetao = -46.5 psf * Exp.3-31-17 T9 OIVIL \Q TFOf C AL\F 2016-2371 ESD Hughes Residence Sht# 3 of 6 Date- Aiins.�+ nn Loyd W. Martin Professional 2510 W. 237th Sc. t. Engineer I Email: to #206 Torrance,CA 90505 Tel:1 804 ydwrnartin@9mail.corn 310.464.1804 Check attachment of S Www'loydwmartin.com u ort to Existin Structure for Tributa Wind Uplift - Cont'd 1Y Area to Each Solar Mount = 4 ft. x 2.75 ft. = Calculate U 11 sq.Uplift at each support, ft. ( Max ) pnet = /1 Kzt I pnet3o A = 1.35 Eq n 30.5-1 ASCE 7_1 ��PROFESS/pN9l Wind Speed 13U rn 0 c 1.0 Kit = 1.0 ph Exposure � ° I = C ay No. C58724 pnet3o = -46.5 psf * Exp.3-31-17 s pnet = 1.35 TgT 0/VIA. (-46.5 psf) �P X 1.O x 1 �CFCALIFO�� .0 x _ _62.8 psf Nominal (Unfactored Note: Section ) Uplift at each Design. 2•4•1 of ASCE 7_ 10 support = 62.8 psf x 11 9n. Note: applicable Load ' Basic Load Combinations ft. = 691 Ibs Design (Factored) Combination #5 °mbmations for Allowable Stress De Load per lag screw = 4f14t b's 1 =414 lbs0 6 x(691 bs W414 Ibs Ibs / ter ng to allowable 12 ND per 5/16" lag screw w/2.5^ accor embedment into wood below W ' = W x Cd x Ct where: Table 10.3.1 2012 NpS W = 266 Ibs /in. of embed % = 1 6 per Table 2 embedment per Table 11.2a Ct = 1 0 per Table 3 2 of 2012 NDS W = 266 Ibs/in. 10.3.4 of 2012 NpS x 2.5 in. x 1.6 Support connected to X 1.0 Use Su = 1,064 Ibs > 414 Ibs OK w/ (1) 5/16'x 6° lag screw e Min. Roofember per connectioM minimum. 2016-2371 ESE) Hughes Residence Loyd W Martin pr 2510 W. 237th °fession Email: ►oydw t' #206 Torrance ai Engin �err1C. martin@9mail.com A 90505 Tel:1.310.464.1804 Check www.10ydwmartin.com Seismic load due to added dead load of Determine hotovoltaic s stem. Seismic Weight of Effective Existin Existing Building. Seismic Wet ht Area of(E) Building = Approximate Approximately 1,400 sq. ft. Effective Seismic = Weight 1,400 sq. ft. x 30 ps f ave. _ 42,000 LBS DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-10 Cs = r R ) EQ'N 12.8-2 ASCE 7-10 L le J R = THE RESPONSE MODIFIC R = 6.5 WOOD SHEAR ATION FACTOR IN TABLE 12.2-1 le = 1.0 WALLS IMPORTANCE FACTOR S213�S x Sms EQ'N 1 rcOPROFESS/pNgl MS= FA x Ss 1.4-3 ASCE 7-10 SMs = 1.0 x 1.5 = 1.5Q N 11.4-1 ASCE 7-10 No. C58724 SOS = 213 x 1.6 = 1.0 * Exp.3-31-17 9 CS = T9T�CF ALVC- � P I i.-S1 = 0.154 EQ'N 12.8-2 ASCE 7-7 0 1016-2371 ESD Hughes Residence Loyd W. Martin Professional Eegineer, Inc. 310.464.1804 y wWw.loydwmartin.com 7th 2510 W• 23 St. #206 Tornail c , 90505 Email: loydwmal tin@g EXISTING BASE SHEAR V = 0.154 x 42,000 LBS = 6,468 LBS EO'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR With Solar Array: Determine Seismic Weight of Building EXISTING = 42,000 LBS SEISMIC WEIGHT NEW SOLAR = 3 PSF x 8 PANELS x 3.3, x 5.5' = 436 LBS ARRAY NEW = 42,000 LBS + 436 LBS = 42,436 LBS SEISMIC WEIGHT THEREFORE NEW BASE SHEAR: EQ'N 12.8-1 ASCE 7-10 V = 0.154 x 42,436 = 6,535 LBS 6,535 LBS - 6,468 LBS x 100 = 1.0 % < 10% OK CHANGE = 6,468 LBS 0 SECTION 11.6.4 ALTERATIONS SYSTEM EXEMPT EXISTING LATERAL OK. PER ASCE 7-1 S FORCE RESISTING S Q oFE8slo q FROM ANALYSIS SINCE NEW SEISMIC FORCE IS EATER THAN EXISTING SEISMIC FORCE. LESS THAN 10% GR �o R % c o "Alterations are permitted to be made to any structure without era wiring the " No. C58724 I with this standard provided the alterations comply * Exp.3-31.17 existing structure to comp Y percent or s C I V structural element by more than 10 p with the requirements for a new structure. Alterations that increase a TgTF pF VA��F�� seismic force in any existing existing structural element to resist th of any permitted unless the decrease the design strength percent shall not be p I with this seismic forces by more than 10 p entire seismic force-resisting system is determined to comp Y standard for a new structure." End of Calculations Sht# 6 of 6 Date: August 03, 2016 2016-2371 ESD Hughes Residence