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PMT18-05406 City of Menifee Permit No.: PMT18-05406 29714 HAUN RD.// MENIFEE, CA 92586 Type: Residential Electrical MENIFEE MENIFEE Date Issued: 11/15/2018 PERMIT Site Address: 27049 GEARY ST, MENIFEE, CA 92585 Parcel Number: 335-491-026 Construction Cost: $30,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR SYSTEM, 30 PANELS, 1 INVERTER,8.85 KW Work: Owner Contractor OSCAR MEDRANO SUNERGY CONSTRUCTION INC 27049 GEARY STREET 1641 COMMERCE ST MENIFEE, CA 92595 CORONA, CA 92880 Applicant Phone: 9517820372 DANIEL MORALES License Number: 1005730 SUNERGY CONSTRUCTION INC 1641 COMMERCE ST CORONA, CA 92880 Fee Description Qty Amount($1 Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Building 171 171.14 GREEN FEE 1 2.00 SMIP RESIDENTIAL 1 4.00 General Plan Maintenance Fee- Electrical 1 12.60 $468.74 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee. Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION NNFEE .DATE: PERMIT/PLAN CHECK NUMBER PLANNING CASE NUMBER TYPE: COMMERCIAL "RESIDENTIAL -0 MULTI-FAMILY MOBILE HOME POOL/SPA SIGN SUBTYPE: (` ADDITION OALTERATION "DDEMOLITION -C) ELECTRICAL MECHANICAL C' NEW PLUMBING CD RE-ROOF NUMBER OF SQUARES DESCRIPTION OF WORK PROJECTADDRESS 7:i Olt-of ZIP ASSESSOR'S PARCEL NUMBER LOT TR'A@Oty of Menifee PHONE EMAIL rReceived APPLICANT NAME ADDRESS ji PHONE EMAIL CONTRACTOR'S NAME (+ OWNER BUILDER? YES -�-Nb BUSINESS NAME ADDRESS IJ CONTRACTOR'S STATE LIC NUMBER 6 LICENSE CLASSIFICATION APPILICANT'S SIGNATURE DATE OTYSTAFFUSEONLY DEPARTMENT DISTRIBUTION ACCEPTED BY- CITY OF MENIFEE BUSINESS LICENSE NUMBrR_ BUILDING PLANNING ENGINEERING FIRE Ob I INVOICE TOTAL GREEN SMIP )ER VERIFIED .01 YES C' No DRIVERS LICENSE tt NOTARIZED LETTER YES C." NO City ofK8enifee Building & Safety Department | 29714HaunRd, Menifee (951)672-6777 CITY OF MENIFEE LICE NS DECLARATION property who builds or improves thereon,and who contracts for the projects .. E6 I herby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chaplr--er9(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 Profe::�ssions Code and my license is in full force and effect. the following reason: (.�vs73� License Class License No. By my signature below I acknowledge that,except for my personal residence Expires 19 Signat`-11 t/� 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 I WORFCER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o I he reby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have a3 nd 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 Sec Zion 3700 of the Labor Code,for the performance of work for which www.leeinfo.ca.eov/calaw.html. this pe rmit is issued. Policy -P Date o I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT 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 pe rmit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this numbe rare: application and the information I have provided is correct.I agree to comply &t with all applicable city and county ordinances and state laws relating to Carrier Q building construction.I authorize representatives of this city or county to Policy# 6 13� Expires F ( enter the above identified property for inspection purposes. (This se ction need not to be completed is the permit is for one-hundred dollars ($100)or less Date PROPERTY OWNER OR AUTHORIZED AGENT o I cert I fy that in the performance of the work for which this permit is issued, I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE f1 :.•/7 /'�_`�(J 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 fort ompI ith those provisions. Will the applicant or future building occupant handle hazardous material or a rj(/7 fig- mixture containing a hazardous material equal to or greater that the Applicant Date amounts specified on the Hazardous Materials Information Guide? WARNI NG_FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes SNo UNLAWFUL,AND SHALL 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 Quality Management District(SCAQMD)?See permitting checklist IN SECTI ON 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY ❑Yes 6No 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 �No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD permitting checklist.I understand my requirements under the State of Contractors License Law for thea reason(s)indicated below by the 1 hereby affirm under penalty perjury that 1 am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 hazardous material reporting. and Professions Code An city or count that requires a permit to oYes m4Wo r- Business )• Y tY Y q P Date construct,alter,improve,demolish or repair any structure,prior to its PROP TY W A ORIZED 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(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 78 and the basis for the alleged exemption.Any violation of Section 7031.5 by receiving compensation for most work that disturbs paint in a residence or childcare facility to be RRP-certified firms and complyply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property q p p p rty owners and property than($500). managers who do the paint-disturbing work themselves or through their ❑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.epapov/lead/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 ❑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. o No EPA Lead-Safe Certified Firm is required for this project because: ❑I,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 RRP M r J Acknowledgement. 11/9/2018 City of Menifee Building Dept. Nov 13 2018 plons,corro eceived ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: 27049 Geary Street Sun City,CA 92585 Job: Medrano,Oscar Prepared For: CITY OF MENIFEE Sunergy Construction Inc. BUILDING AND SAFETY DEPARTMENT 1641 Commerce Street PLAN APPROVAL Corona,CA 92880 O (951)782-0372 REVIEWED BY Design Criteria `Z ,!DATE I- Code: CALIFORNIA BL Dd4ffD10 Qfft,?p(aXFhOLItt be construed to be a permit for,or an asow 2-Wind: 110 MPH, Expos : @pproval of,any violation of any provisions of the federal,state or city 3 -Wood Species: DF-L No. 2 (9kgutatipn5 and ordinances, This set of approved plans must be kept on the jobsite until completion. Notice:Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction &solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. QROFESS�ON Q�OtJG TRU�2c��� NO. C70784 m � EXP.0613012019 V II. TF F CAI\F� 1-844-PV ELITE I info@yoursolarplans.cotn 3000 E. Birch Street Suite 2011 Brea CA 92821 WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 8 <=450 or Monoslope Roof 0 <=30 Using Part 1 & 3: Analytical Procedure Section 30.4& 30.6 Job Name: IMedrano, Oscar I Subject: Job Number: I I Originator.- Checker: Input Data: Wind Speed, V= 110 mph (Wind Map, Figure 26.5-1A-C) 31dg. Classification = II (Table 1-1 Occupancy Category) xposure Category= C (Sect. 26.7) B Ridge Height, hr= 18.49 ft. (hr>= he) Eave Height, he= 8.00 ft. (he <= hr) Building Width = 45.00 ft. (Normal to Building Ridge) Building Length = 55.00 ft. (Parallel to Building Ridge) L Roof Type= Gable (Gable or Monoslope) Topo. Factor, Kzt= 1.00 (Sect. 26.8 & Figure 26.8-1) Plan Direct. Factor, Kd = 0.85 (Table 26.6) Enclosed? (Y/N) Y (Sect. 28.6-1 & Figure 26.11-1) Hurricane Region? N 0 Component Name = Fastener (Purlin, Joist, Decking, or Fastener) hr h Effective Area,Ae= 540 ft.12 (Area Tributary to C&C) he Overhangs? (Y/N) N (if used, overhangs on all sides) Resulting Parameters and Coefficients: Elevation Roof Angle, 0 = _25_00 deg. Mean Roof Ht., h = 15.00 ft. (h = (hr+he)/2, for roof angle >10 deg.) Roof External Pressure Coefficients, GCp: 3Cp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A, 30.4-213, and 30.4-2C) GCp Zone 1 Neg. = -0.80 (Fig. 30.4-2A, 30.4-213, and 30.4-2C) GCp Zone 2 Neg. = _-1.20 (Fig. 30.4-2A, 30.4-213, and 30.4-2C) GCp Zone 3 Neg. = -2.00 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) Positive& Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): +GCpi Coef. = 0.18 (positive internal pressure) -GCpi Coef. = 0.18__ (negative internal pressure) If z <= 15 then: Kz=2.01*(15/zg)^(2/a) , If z> 15 then: Kz= 2.01*(z/zg)^(2/(X) (Table 30.3-1) a= (Table 26.9-1) zg =131 (Table 26.9-1) Kh = (Kh = Kz evaluated at z= h) Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*VA 2 (Sect. 30.3.2, Eq. 30.3-1) qh = 22.35 psf qh = 0.00256*Kh*Kzt*Kd*VA 2 (qz evaluated at z= h) Design Net External Wind Pressures (Sect. 30.4 & 30.6): For h <=60 ft.: p= qh*((GCp) -(+/-GCpi)) (psf) For h > 60 ft.: p=q*(GCp) -qi*(+/-GCpi) (psf) where: q =qh for roof qi= qh for roof(conservatively assumed per Sect. 30.6) Wind Load Tabulation for Roof Components & Cladding Component z Kh qh p = Net Design Pressures (psf) (ft.) (psf) 7one 1,2,3 (+ Zone 1 (-) Zone 2 (-) Zone 3 (-) Fastener 0 0.85 22.35 10.73 -21.90 -30.84 -48.72 15.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z = hr: 18.49 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z = he: 8.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z = h: 15.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 Notes: 1. (+) and (-) signs signify wind pressures acting toward&away from respective surfaces. 2. Width of Zone 2 (edge), 'a' = 4.50 ft. 3. Width of Zone 3 (corner), 'a' = 4.50 ft. 4. For monoslope roofs with 0 <= 3 degrees, use Fig. 30.4-2A for'GCp'values with 'qh'. 5. For buildings with h > 60' and 0 > 10 degrees, use Fig. 30.6-1 for'GCpi' values with 'qh'. 6. For all buildings with overhangs, use Fig. 30.4-213 for'GCp'values per Sect. 30.10. 7. If a parapet >= 3' in height is provided around perimeter of roof with 0 - 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. 9. Reference : a. ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10', by: Kishor C. Mehta and James M. Delahay (2004). Roof Components and Cladding: 9 .1. _ _- � 1 1 I 1 I I 1 1 1 1 1 1 ao i 1 I I t I I 1 1 I 1 1 I 0 <= 7 deg. 7 deg. < 0 <= 27 deg. t_ 27 deg. < 0 <=45 deg. Roof Zones for Buildings with h <= 60 ft. (for Gable Roofs <= 450 and Monoslope Roofs <= 30) 1 1 1 y =� 3 I I 1 1 � r L 1 I 9 -- 3 -r-3 I.% ROOF PLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs<= 100 and Monoslope Roofs <= 30) Gravity Load Data Panel Data Panel: Hanwha 295W Number of Modules: 30 Weight of PV Module 41.45 Ibs PV Module Dimensions L= 65.70 in W= 39.40 in Roof Data Roof Material: Tile Roof Dead Load QD= 17 psf PV System Dead Load QpV= 3 psf Framing Spacing s,00,= 24 in Linear Dead Load wD=(QD+Qpv)"scoot= 40 plf Lag Screw Check Lumber: DF-L No.2 Uplift Demand Design Wind Pressure p= -30.8 psf(Zone 2) Trib. Depth for Each Rail dp = L/2= 2.74 ft Trib. Depth for Each Rail bpv=W/2= 1.64 ft Screw Anchor Spacing spv= 6.00 ft(max.) Uplift Force on Each Screw, Portrait UL_(p+Qpv)"dpv'spv_ -457 Ibs(Upwards) Uplift Force on Each Screw,Landscape UW=(p+ Qp)*by *spv_ -274 Ibs(Upwards) Design Uplift Force Puplik=0.6 [Max( UL,UW A_ -274 Ibs(Upwards) Uplift Capacity NDS 2015 Adjustment Factors CD= 1.6 CM = 1 Ct= 1 SG = 0.50 Co, Ce9, C9, Cdi, C,,,are not appicable Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a Diameter of Lag Screw D= 6/16 in Withdraw Design/in 1800"SG'J'z*UJ'4= 266 Ibs/in NDS 2015 12.1-1 Depth of Embeddment Ip= 2.50 in Total Nominal Withdrawal Value W=W"I p= 665 Ibs Withdrawal Design Vaule W=W"CD*CM`C,= 1064 Ibs NDS 2015 Table 11.3.1 Demand-Capacity Ratio P„p,in/W'= 0.26 < 1 [OKAY] Beam/Top Chord Check Lumber:DF-L No. 2 Moment Demand Span :1 1 1 2 1 3 1 Orientation j I (ft) p;(Ibs) Lenght(ft) : 6.58 16.58 16.58 1 3.8 -457 Portrait 2 7.7 -457 3 9.2 -457 Portrait Linear Dead Load wd= 40 plf 4 13.2 -457 Wind Load, Portrait UL= -457 Ibs 5 14.7 -457 Portrait Wind Load, Landscape Uw= -274 Ibs 1 6 1 18.7 -457 #of Attachment per Rafter NA= 6 wdxZ 600 400 -6 200 c 0 ai o -200 0 0 5. 10.0 15.0 20.0 25.0 -400 -600 Length x(ft) Ma, Moment Dead 241 lb-ft Dead+Wind 454 lb-ft Dead+Snow 241 lb-ft Moment Capacity Framing Member Size 2x4 Lumber Grade: DF-L No.2 CM= 1 Ct= 1 Cr= 1.15 CF= 1.5 fb= 900 psi Cf.and Q are not applicable Breadth b= 1.50 in Depth d= 3.50 in Section Modulus Sx =bd2/6= 3.06 in Bending Stress Capacity Fb= CM*Ct*C,*CF*fb= 1553 psi Table 4.3.1 NDS 2015 CD Fe=Co*Fb Mi3*Sx ASD Load Design Bending DCR Dead 0.9 1397 psi 944 psi D 944 psi 0.68 OKAY Dead+Wind 1.6 2484 psi 1778 psi .6W+.6D 1067 psi 0.43 OKAY Dead+Snow 1.15 1785 psi 944 psi D+S 944 psi 0.53 OKAY Deflection Limit E= 1600 ksi 1 = 5.36 in Transient Deflection 0,124 in Transient Deflection Allowed 639 > 180 [OKAY] Total Deflection 0.205 in Total Deflection Allowed 386 > 120 [OKAY] SEISMIC WEIGHT COMPARISON/ANALYSIS -(PER CBC 2016 Part 10 Chapter 4 Section 402 PV System Weight Module Model Hanwha 295W Panel Weight Wpanel= 41.45 Ibs Number of Panels NPv= 30 Total PV System Weight WPV—Wpanel* NPv= 1243.5 Ibs Existing Roof Weight Roof Weight Qo= 17.0 psf Building Length Lbuild= 55 ft Building Width Wbuild= 45 ft L Roof Area Abuild= 2475 ft Building Perimeter Pbuild= 200 ft Wall Height ht= 8 ft Wall weight Qwaii= 15 psf Interior wall weight Qint= 10 psf Roof Load Wfloor=Abuild*QD= 42075 Ibs Wall Load Nwall= ht/2 *Qwali* Pbuild +Abuild*Qint/2 = 24375 Ibs Total Story Weight Wbuild =Wfloor+Wwall= 66450 Ibs Percentage Weight Increa! WPV/Wbuild= 1.87% < 10% OKAY 'I