Loading...
PMT18-04853 t City of Menifee Permit No.: PMT18-04853 29714 HAUN RD. Type: Residential Electrical MENIFEE, CA 92586 MENIFEE MENIFEE Date Issued: 10/15/2018 PERMIT Site Address: 29808 DESERT HILLS RD,MENIFEE, CA Parcel Number: 338-132-002 92586 Construction Cost: $7,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR 12 PANELS, 1 INVERTER, 12 POWER OPTIMIZERS 3.54 KW Work: Owner Contractor LEROY HANEY SUNERGY CONSTRUCTION INC 29808 DESERT HILLS RD 1641 COMMERCE ST MENIFEE, CA 92586 CORONA,CA 92880 Applicant Phone:9517820372 1641 COMMERCE ST License Number. 1005730 CORONA, CA 92880 Phone:9517820372 Fee Description ON Amount ISI Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Building 129 129.07 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Electrical 1 12.60 $422.67 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_Bidg_Permit_Templale.rpt Page 1 of 1 �v CITY OF MENIFEE LICENSED DECLARATION 4 property who builds or improves thereon,and who contracts for the projects I 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 ❑I am exempt from licensure under the Contractors State License Law for Professions CodeQ W�c and my license is in full force and effect. the fallowing reason: License Class 1, License No. ®I l/ 3 O By my signature below I acknowledge that,except for my personal residence Expires J } �lq 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 I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by ❑I hereby affirm under penalty of perjury one of the fallowing 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 workers 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which this permit is issued. www.leizinfo.ca.gov/calaw.html. Policy# Date �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 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 I have provided is correct.I agree to comply Carrier ( with all applicable city and county ordinances and state laws relating to _ building construction.I authorize representatives of this city or county to Policy# r Expires / - I 19 enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred dollars($100)or less Date PROPERTY OWNER OR AUTHORIZED AGENT ❑I certify that in the performance of the work for which this permit is issued, shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall forthwith c ly with those provisions. Will the applicant or future building occupant handle hazardous material or a Applicants Dale j 0 ( r 1 mixture containing a hazardous material equal to or greater that the amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes 7dY4o 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(SCAQMDj?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY ❑Yes Ao 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) ❑Yes Ao 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 Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning checkmark(s)I have placed nextto the applicable item(s)(Section 7031.5 hazardous material reporting oyes /-Na . 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 O E A D 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 Contractor's State EPA REM OVATI .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 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 ❑1,as owner of the property,or my employee with wages as theirsole 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-BOD-424-LEAD(5323). Cade;The Contractors State License Law does not apply to an owner of a o 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 provingthat it was not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project because: in 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 Acknowledgement. BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION MENIFEE DATE: )G $ ' PERMIT/PLAN CHECK NUMBERFPO, 5 PLANNING CASE NUMBER TYPE: 0-COMMERCIAL 4 RESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA OSIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION *,ELECTRICAL O MECHANICAL O NEW O PLUMBING O RE-ROOF NUMBER OF SQUARES DESCRIPTION OF WORK l"La ¢, L , '22 12 oftOL�re4� so Or PROJECTADDRESS ZIP ASSESSOR'S PARCEL NUMBER ,33�(ZJ2,Op2, "�- LOT TRACT OWNER NAME t p� 'o � ADDRESS �dPiO ),{ l-G•c.� �I' `9< �X- ''..;• of F" PHONE �( , `Z,('.y�, [ZZ.S EMAIL APPLICANT NAME 2 - 1 0 y' ADDRESS a11L C (,/$ PHONE ��_ �'�( _ 7 s',`��( EMAIL CONTRACTOR'S NAME OWNER BUILDER? O YES ''-NO BUSINESS NAME ';-@- ADDRESS (\1, CA. 2. PHONE glr . 76t ,qp j(„( EMAIL CONTRACTOR'S STATE LIC NUMBER 1(9O S'Z3[D p LICENSE CLASSIFICATION L VALUATION$ � 1 I C) //SO FT a(ly L SQ FT APPUCANT's SIGNATURE /� �6 -" O DATE /4 6`' a CITYSTAFF USE ONLY DEPARTMENT DISTRIBUTION ACCEPTED BY: � CITY OF MENIFEE BUSINESS LICEMt NUMBER BUILDING PLANNING ENGINEERING FIRE IT�,,,c) INVOICETOTAL 3,� °_ GREEN SMIP OWNER BUILDER VERIFIED OYES O NO DRIVERS LICENSE# NOTARIZEDLETTER O YES O NO City of Menifee Building & Safety Department 129714 Haun Rd., Menifee, CA 92586 (951)672-6777 www.cityofinenifee.us City of Menifee Building Dept. MENIFEE 10/3/2018 ww ` \ems V L" `. ,gByour plans ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: 29808 Desert Hills Rd. Sun City,CA 92586 Job: Haney,Leroy Z!i OF MENIFEE Prepared For: ING AND SAFETY DEPARTMENT Sunergy Construction Inc. APPROVAL 1641 Commerce Street Corona,CA 92880 (951)782-0372 WED BY � (� Design Criteria �w/�� Dof these plans shall not be construed to be a permit for,or an1- Code: CALIFORNIABLDGCODE8n}9iolationofanyprovisionsofthefederal,stateorcity 2-Wind: 110 MPH,Exposure:C and ordinances. This set of approved plans must be kept on the3 -Wood Species:Douglas Fir Larch(Gil completion. , Notice:Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon,photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. 1 The use of these calculations is solely intended for the above mentioned project. Q9,OFESSyO G TRUp��F N0. C70784 m !'P' u' EXP.0613012019 rn V 1�- PF F CA��F� City of Menifee 1-844-PV ELITE I info@yoursolarplans.com Building Dept. 3000 E.Birch Street Suite 2011 Brea CA 92821 OCT 0 5 2018 Received WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 <=45° or Monoslope Roof 0 <=3° Using Part 1 &3:Analytical Procedure (Section 30.4& 30.6 Job Name: !Haney, LeroySubject: Job Number: 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= 14.06 ft. (hr>= he) Eave Height, he= 8.00 ft. (he <= hr) Building Width = 30.00 ft. (Normal to Building Ridge) Building Length = 50.00 ft. (Parallel to Building Ridge) I 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 Effective Area, Ae = 216 ft.A2 (Area Tributary to C&C) h Th. Overhangs? (Y/N) N (if used, overhangs on all sides) L Resulting Parameters and Coefficients: Elevation Roof Angle, 0 = 22.00 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. =]-2.00 .30 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 1 Neg. = 0.80 (Fig. 30.4-2A, 30.4-2B, 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. _ (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)A(2/(x) , If z> 15 then: Kz= 2.01*(z/zg)A(2/a) (Table 30.3-1) a= 9.50 (Table 26.9-1) zg=1 900 (Table 26.9-1) Kh = 0.85 (Kh = Kz evaluated at z= h) Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*VA2 (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 ff.: 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 s ft. sf one 1,2,3 (+1 Zone 1 - Zone 2 - Zone 3 - Fastener 0 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z= hr: 14.06 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'= 3.00 ft. 3. Width of Zone 3 (corner), 'a'= 3.00 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 6 > 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 9 <= 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: a _1 QI -1-r •� ! 1 J] ] 1 7 ) I I ryI I I i • 1 2 � ! 7 1 7 0 <=7 deg. 7 deg. <0 <= 27 deg. 27 deg. <6 <=45 deg. Roof Zones for Buildings with h <=60 ft. (for Gable Roofs <=450 and Monoslope Roofs<= 30) 1e� v_,-- 1---(L 03 a r -� 1 , 1 ) 1 1: p : -) 1 1 1 ) 1 J 1- 1 1 i ROOF PLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs<= 100 and Monoslope Roofs <=3°) Gravity Load Data Panel Data Panel:Hanwha Q-Cells Q.Peak G4.1 295 Number of Modules: 12 Weight of PV Module 41.5 Ibs PV Module Dimensions L= 65.7 in W= 39.4 in Roof Data Roof Material: Tile Roof Dead Load Q.= 17 psf PV System Dead Load Qp,= 3 psf Framing Spacing s,ppr= 24 in Linear Dead Load wo=(QD+Qp)*spm= 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 di,=L/2= 2.74 ft Trib.Depth for Each Rail bp,=W/2= 1.64 ft Screw Anchor Spacing sPv= 6 ft(max.) Uplift Force on Each Screw,Portrait UL_(p+Qp,)*dp,'sp,= -457 Ibs(Upwards) Uplift Force on Each Screw,Landscape Uw=(p+Qp,)*bp,'sp,= -274 Ibs(Upwards) Design Uplift Force P„PIHI=0.6'[Max(UL,Uw)]_ -274 Ibs(Upwards) Uplift Capacity NDS 2015 Adjustment Factors CD= 1.6 CM= 1 C,= 1 SG= 0.50 C„C,,Ca,Ca;,Gin are not appicable Speicfic Gravity of Lumbei SG= 0.50 NDS Supplement Table 4; Diameter of Lag Screw D= 6/16 in Withdraw Design/in 1800'SG3n'D314= 266 Ibs/in NDS 2016 12.1-1 Depth of Embeddmen, In= 2.50 in Total Nominal Withdrawal Valw W=W'I p= 665 Ibs Withdrawal Design Vaule W=W'C D'CM'C,= 1064 Ibs NDS 2015 Table 11.3.1 Demand-Capacity Ratio P„plin/w= 0.26< 1 [OKAY] Beam/Top Chord Check Lumber:DF-L No.2 Moment Demand Span: 1 2 3 Orientation j t(ft) p,(Ibs) Lenght(ft):1 6.5 6.5 1 6.5 1 1 Portrait1 3.8 -457 2 7.7 -457 Portrait 3 9.2 -457 Linear Dead Load wd= 40 plf 4 13.2 -457 Wnd Load, Portrait Ur= -457 lbs Wind Load, Landscape Uw= -274 Ibs #of Attachment per Rafter Nr,= 4 ro1(x)=gt(x—Lr)—Pl(x—tl)—wdx22 1000 500 c 0 w E 00 s. 10.0 1 . 20.0 25.0 20 -500 loco — — Length x(ft) M„Moment Dead 246 lb-ft Dead+Wind 544 lb-ft Dead+Snow 246 lb-ft Moment Capacity Framing Member Size 2x4 Lumber Grade:DF-L No.2 CM= 1 Ct= 1 Cr= 1.15 Cr= 1.5 fb= 900 psi Cb,and I,are not applicabk Breadth b= 1.50 in Depth d= 3.50 in Section Modulus S, =bd'16= 3.0625 in' Bending Stress Capacity Fb= CM`C,`C,'Cr`fb= 1552.5 psi Table 4.3.1 NDS 2015 Co Fp=Co`F M,'S, ASD Load Design Bending DCR Dead 0.9 1397 psi 963 psi D 963 psi 0.69 OKAY Dead+Wind 1 1.6 2484 psil 2130 si .6W+.6D 1278 psi 0.51 OKAY Dead+Snow 1 1.15 1 1785 pail 963 psil D+S 1 963 psi 0.54 OKAY Deflection Limit E= 1600 ksi I= 5.36 in' Transient Deflection 0.116 in Transient Deflection Allowed 672 > 180 [OKAY] Total Deflection 0.276 in Total Deflection Allowed 282 > 120 [OKAY] SEISMIC WEIGHT COMPARISON/ANALYSIS -(PER CBC 2016 Part 10 Chapter 4 Section 402 PV System Weight Module Model Hanwha Q-Cells Q.Peak G4.1 295 Panel Weight Wpanai= 41.45 Ibs Number of Panels NPV= 12 Total PV System Weight WPV—Wpanel* NPV= 497.4 Ibs Existing Roof Weight Roof Weight Qo= 17.0 psf Building Length Lbuild = 50 ft Building Width Wbuild = 30 ft Roof Area Abudd= 1500 ft` Building Perimeter Pbudd= 160 ft Wall Height ht= 8 ft Wall weight Qwan= 15 psf Interior wall weight 4nt= 10 psf Floor Load Wnoor=Abwm `Qo= 25500 Ibs Wall Load /Vwan= ht/2 Qwau` Pbund +Abmld'Qint/2 = 17100 Ibs Total Story Weight Wbuild=Wnoor+Wwaii= 42600 Ibs Percentage Weight Increa: WPV I Wbulld = 1.17% < 10%OKAY