Loading...
PMT18-05343 City of Menifee Permit No.: PMT18-05343 29714 HAUN RD. ' MENIFEE, CA 92586 Type: Residential Electrical MENIFEE MENIFEE Date Issued: 1111512018 PERMIT Site Address: 29670 COTTONWOOD COVE DR, Parcel Number: 340-490-071 MENIFEE,CA 92584 Construction Cost: $30,000.00 Existing Use: Proposed Use: Description of INSTALLATION OF ROOF MOUNTED SOLAR SYSTEM ,30 PANELS, 30 MICROINVERTERS, 9.OKW Work: Owner Contractor CONWAY COSBY SUNERGY CONSTRUCTION INC 29670 COTTONWOOD COVE DR 1641 COMMERCE ST MENIFEE, CA 92584 CORONA, CA 92880 Applicant Phone: 9517820372 DANIEL MORALES License Number: 1005730 SUNERGY CONSTRUCTION INC 1641 COMMERCE ST CORONA, CA 92880 Phone: 9517362982 Fee Description Qt r Amount($) Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Building 86 85.57 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 $554.31 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. CONDITIONS Condition Comment 1 ISSUE MPU PERMIT AA_Bldg_Permit_Template.rpt Page 1 of 1 CITY OF MENIFEE Rr)E 55611ECLARATION property who builds or improves thereon,and who contracts for the projects b affirm under penalty of perjury that 1 am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). I here Y P Y P j rY Chap-=: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 ----5sions Code and my license is in full force and effect. the following reason: License Class I ?d T u License No. V By my signature below I acknowledge that,except for my personal residence Expires 9 Signat`red �/� in which I must have resided for at least one year prior to completion of WORKER'S COMPENSATION DECLARATION improvements covered by this permit.I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by o I he s—eby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have as 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 by Se Zion 3700 of the Labor Code,for the performance of work for which this application is submitted or at the following website: c this pe rmit is issued. www.leginfo.ca.gov/calaw.htmi. Policy -14 Date o I hav e and will maintain worker's 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 r are: application and the information I have provided is correct.I agree to comply Carrier ��LL— e-1; with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy# (' G 9 3 2G Expires 1='( 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 ❑I cer[f fy that in the performance of the work for which this permit is issued, D3`�I�t(o I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE q 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 ApplicantC4 Date ( � 1 js- mixture containing a hazardous material equal to or greater that the amounts specified on the Hazardous Materials Information Guide? WARNI r4G:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes ISNo 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($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTI ON 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTI.LJCTION LENDING AGENCY ❑Yes t/TNo I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes �(No OWNER 13UILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the Permitting checklist.I understand my requirements under the State of Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning checkmark(s)I have placed next to the applicable item hazardous material reporting.$)(Section 7031.5 oyes c�rPio Business and Professions Code).Any city or county that requires a permit to r• // construct,alter,improve,demolish or repair any structure,prior to its Date / issuance, q PP also requires the applicant for the permit to file a signed statement PROP TY W A ORIZED AGENT 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 Business and Professions Code)or that he or she is exempt from licensure The EPA Renovation,Repair and Painting(RRP)Rule requires contractors and the basis for the alleged exemption.Any violation of Section 7031.5 by receiving compensation for most work that disturbs paint in a pre-1978 an Applicant for a permit subjects the applicant to a civil penalty of not more residence ra childcare facility a re tal property firms and comply with than($500). required practices.This includes rental property owners and property managers who do the paint-disturbing work themselves or through their o 1,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.gov/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 completion,the Owner-Builder will have the burden of proving that it was Firm Certification No.: 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 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. 11/1/2018 COD L" �o your plons. ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: 29670 onwoo Cove-ID-rive IV eniffTY02MENIFEE Job: Cosby,Conway BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL Prepared For: Sunergy Construction Inc. REVIEWED BY 1641 Commerce Street NOV 3 2��11 ,-� E Corona,CA 92880 (951)782-0372 'Approval of these plans shall not be construed to be a permit for,or an Design Criteria approval of.any violation of any provisions of the feoeral,state or city reg66uiations and ordinances. This set of approved plans must be kept on the 1- Code: CALIFORNIA BLDG CO 2181s6t%ASCE 7 1t0 n 2- Wind: 110 MPH, Exposure:C M 3 -Wood Species: DF-L No.2(SG= 0.5) O 0�� Q�. M 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 constructione;6 4) �J `` ®� 1. &solar racking is installed per manufacturer span requirements. A 0�� O The use of these calculations is solely intended for the above mentioned project. *O QROFESs, e ONG T RU�� NO. C70784 m d EXP.0613012019 M V IL TF F CAS\F� 1-844-PV ELITE I info@yoursolarplans.com 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 0 <=450 or Monoslope Roof 0 <=30 Using Part 1 &3: Analytical Procedure Section 30.4&30.6 Job Name: jCosby, ConwaySubject: Job Number: Originator: Checker: Input Data: Wind Speed, V= 110 mph (Wind Map, Figure 26.5-1A-C) 3ldg. Classification = II (Table 1-1 Occupancy Category) xposure Category = C (Sect. 26.7) B Ridge Height, hr= 15.31 ft. (hr>= he) Eave Height, he= 8.00 ft. (he <= hr) Building Width = 45.00 ft. (Normal to Building Ridge) Building Length = 50.00 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 U Component Name= Fastener (Purlin, Joist, Decking, or Fastener) hr h Effective Area,Ae= 530 ft.^2 (Area Tributary to C&C) The Overhangs? (Y/N) N (if used, overhangs on all sides) L Resulting Parameters and Coefficients: Elevation Roof Angle, 0 = 18.00 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, 30.4-26, 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, 30.4-213, 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= 9.50 (Table 26.9-1) zg= 900 (Table 26.9-1) Kh= 0.85 (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 Desi n Pressures(psf) ft. (psf) one 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: 15.31 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. 30.4-2B 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). (og =>s}ooU adolsouoW pue o0� =>sJooU a!geE)jol) ':4 09 < 4 4;!M s u!p!!na jol sauoZ loon Wld DOOM L t t 1 Zt © (Z t i t I 1 gy+nt - t�t (og => slooa ado!souoW pue 09q=>s}ooa a!geE)jol) ':4 09 => 4 41!M s u!p!!n8 jol sauoZ 10ob '68P 9b=> 0> 'Bap LZ '6ap LZ => 0> 'bap L •68P L => 0 E i t tl t_ E 1 t- t t t o t: t ;t a t t t ------------•------,-- - - - - - - 1 t + I t I 1 S 1 i I I E t i i I E i E it Wit © IL ©: © O ,(1) E (D Q tt I t 1 I r 1 t I I t 1 1 1 I t I I I 1 t _ a-+- -t e, T e ulppej:D pue sluauo woC)JooM Gravity Load Data Panel Data Panel: LG300N1C-A5 Number of Modules: 30 Weight of PV Module 38.06 Ibs PV Module Dimensions L= 64.57 in W= 39.37 in Roof Data Roof Material: Tile Roof Dead Load QD= 17 psf PV System Dead Load Qpv= 3 psf Framing Spacing spoof= 24 in Linear Dead Load wD—(QD+Qpv)'Sroof= 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 dpV=L/2= 2.69 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+ Qp)"dp 'spv= -449 Ibs(Upwards) Uplift Force on Each Screw,Landscape Uw=(p+Qpv)*by "spv= -274 Ibs(Upwards) Design Uplift Force P„pllft=0.6"(Max(U L, UW)]_ -270 Ibs(Upwards) Uplift Capacity NDS 2015 Adjustment Factors CD= 1.6 CM= 1 Ct= 1 SG= 0.50 Co, Ceg, C9, Cd;, Ctn are not appicable Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a Diameter of Lag Screw D= 6m in Withdraw Design/in 1800"SGJ/2*D'"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 Ct= 1064 Ibs NDS 2015 Table 11.3.1 Demand-Capacity Ratio Puplift W'= 0.25 < 1 [OKAY] Beam/Top Chord Check Lumber:DF-L No. 2 Moment Demand Span :1 1 1 2 1 3 4 Orientation j I I(ft) p;(Ibs) Lenght(ft) :1 6 1 6 1 6 1 6 Portrait 1 3.8 7449 2 7.6 -449 3 9.1 -449 Portrait Linear Dead Load wd= 40 plf 4 13.0 -449 Wind Load, Portrait UL= -449 Ibs 5 14.5 -449 Wind Load, Landscape Ll Portrait p w= -274 Ibs 6 18.4 -449 #of Attachment per Rafter NA= 8 7 19.9 -449 wdX Portrait 8 23.8 -449 600 400 200 c 0 -- -WO. , E -20000 05.0 30.0 -400 -600 Length x(ft) Ma, Moment Dead 218 lb-ft Dead+Wind 469 lb-ft Dead+Snow 218 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 Cr„and C;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*Cr*CF*fb= 1553 psi Table 4.3.1 NDS 2015 Co Fb'=CD*Ft8.5.5dsii ASD Load Design Bending DCR Dead 0.9 1397 psi D 855 si 0.61 OKAY Dead+Wind 1.6 2484 psi .6W+.6D 1103 psi 0.44 OKAY Dead+Snow 1.15 1785 psi D+S 855 psi 0.48 OKAY Deflection Limit E= 1600 ksi 1 = 5.36 in Transient Deflection 0.084 in Transient Deflection Allowed 852 > 180 [OKAY] Total Deflection 0.161 in Total Deflection Allowed 447 > 120 [OKAY] SEISMIC WEIGHT COMPARISON/ANALYSIS -(PER CBC 2016 Part 10 Chapter 4 Section 402 PV System Weight Module Model LG300N1C-A5 Panel Weight Wpanel= 38.06 Ibs Number of Panels NPV= 30 Total PV System Weight WPV—Wpanel* NPV= 1141.8 Ibs Existing Roof Weight Roof Weight Qp= 17.0 psf Building Length Lbuild = 50 ft Building Width Wbuild = 45 ft Roof Area Abuild= 2250 ft` Building Perimeter Pbuild= 190 ft Wall Height ht= 8 ft Wall weight Qwall= 15 psf Interior wall weight Qint= 10 psf Roof Load Wfloor=Abuild "Qp= 38250 Ibs Wall Load Nwall= ht/2 ' Qwail" Pbuild +Abuild "Qint/2 = 22650 Ibs Total Story Weight Wbuild =Wfloor+Wwall= 60900 Ibs Percentage Weight Increa WPV/Wbulld= 1.87% < 10% OKAY