The URL can be used to link to this page

Home My WebLink AboutSOLR-19-2242 '44114::: ~a City of Arcadia, CA s ' ' ` `,.s°�° I '- Pe fiNoSOLR i9 2sS24 2E._ ` - N r T , -\,-,,,,,,,.,„..:L„ pc ; ,� 5 4t re, . Development Services Department fi � 1, ' f Per/ntType olar= i;: :4 .3 240 West Huntington Drive,Post Office Box 60021 .4 4 fl-,, f 4r mai ar " j P work ClassificationSolarResidentialArcadia,CA 91066-6021 `,-::;',,NA,;,..: '"` r• ��' ;33343,3„-.3,034i:434. j.� (626)574-5416 -, sa 1 Perr It Status Isued It a . ARCADIA xsue ate 11 OS 20191 Expiration: 05/03/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1056 ENCANTO DR Arcadia,CA 91007-6105 5776007001 Contacts YOU LI Owner True Power Solar Contractor 1056 ENCANTO DR,ARCADIA,CA 91007 201 Clark AVE, Pomona,CA 91767 (714)676-8888 970591 Description:ROOF MOUNT PV SYSTEM 25 ,. Valuation: $ 0.00 Tenant MODULES/MICRO-INVERTERS,NEW 100 AMP LOAD CENTER Total Sq Feet: 0.00 Plan Check# Plan# e Fees Amount ! Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $324.72 Distribution Panel $16.48 Cash/Receipt#REC-03003-19 $324.72 Electrical Permit Issuance Fee $47.01 Amount Due: $0.00 Fire Plan Check Fee Residential $50.00 Inverters $77.78 Panels $82.45 qIpIET Solid Waste Management Fee 2 $1.00 cisi Total: $324.72 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. • This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of � ,) Arcadia building inspector for a period of 180 consecutive days. /.7 (P8(egs- U ( November 05, 2019 Issued By: Date November 05,2019 Page 1 of 1 O4. ' y�� 1' PERMIT/PLAN REVIEW APPLICATION ,,,,, . Development Services Department,240 West Huntington Drive,Post Office Box 60021 \Y% Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION s2 ,13 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: •i Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in fulllforce and effect. I have and will maintain a certificate of consent to self insure for workers' License Class License No. 1705 S I Exp. Date i (�I(-101compensation, as provided for by Section 3700 of the Labor Code, for the (Ali performance of the work for which this permit is issued. Signature of Contractor /Y1fi,,,- n �V� n OWNER-BUILDER DECLARATION 14 I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number 7i 7�� ).-9 provisions of the Contractors License Law(Chapter 9(commencing with Section (Ts section need not be completed if the permit is for one hundred dollars or less) 7000) of Division 3 of the Business and Professions Code)or that he or she is I exempt there from and the basis for the alleged exemption. Any violation of certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall 0 I, as owner of the property, or my employees with wages as their sole orthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date r1l t-/ SOI 7 Signaturea>tiP.0v Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation-coverage is unlawful, - sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost ofcompensation, did not build or improve for the purpose of sale). -damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. I, as owner of the property, am exclusively contracting with licensed ' contractors to construct the project(Section 7044,Business and Professions - Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, • Civil Code). I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information.n Nl e "Y/llk 0 LIN Title .! PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. S'gnature /1/1.L0 �L1 Date H / c c)a 15 A P D L L 014650 E.ARROW HWY, STE.A7 STRUCTURAL MONTCLAIR.CA 91763 Structural Calculations for: r � r You Li Residence 10.00 kW DC Photovoltaic Array Addition 1056 Encanto Dr. Arcadia, CA 91007 Owner/Developer: True Power Solar .0 k 4'- 201 Clark Ave. . ,,e. v „`` �c4k 5 Pomona. CA 916 •o+.°~ i,A _1/4\\1 \ON y.^ 1/4ti,\off I Nti0-1`•" "C`\• \t':• ' �_\%‘ .'''0,-' \.‘zj:'Ci `1 November 4, 2049.. ,l\`\.• c':§ ., `••'• i4 :cl', `:4) :.'a \\ I-'; "tib Job#: n-``nz,'0. . N`y`''�,,`;: ,,-s,. �� • �'ppFESS 1i ��tQ/�PHEN ` �`� . •�s '45 1 �° 1 t p. 313 120 / `i 1 of 4 APOLLO'4650 E.ARROW HWY.STE.Al STRUCTURAL MONTCLAIR.CA 91763 SOLAR'RESIDENTIALROOF/BUILDING CHECK Check Photovoltaic Array Addition-2016 California.Building Code(CBC) Gravity Design Loads: Roof Type: Composite shingle over 1/2"sheathing over trusses over 5/8"gypsum board Live Load: 20.0 psf Dead Load: Roofing Material: 2.0 psf Sheathing: 1.5 psf Roof Framing Members: 2.5 psf Drywall: 1.5 psf Insulation: 1.0 psf Miscellaneous: 1.5 psf !Solar Array&Rack System 7.87 Tpsf � —Additional Load Applied Roof Dead Load w/o Solar Array= 10.00 psf over<50%of Roof Area Roof Dead Load at Solar Array= 12.87 psf Total Roof Load w/o Solar Array= 30.0 psf Total Roof Load at Solar Array= 32.9 psf Area of Solar Array Addition(for gravity check)=I:500 jft2 i.; Total Area of Affected Trusses(for gravity check)=[2400 .f ftz Area of Solar Array Addition(for seismic check)=, _500 ift2 Total Area of Affected Roof(for seismic check)=4`24 400 ;ft= Check Additional Gravity Loads on Trusses: Total Load Increase at Affected Trusses= 0.60 psf %of Total Load Increase= 1.99% < 5.0% OK Vier CBC 3403A.3 Additional Solar Array Weight is Structurally.: ��', T�.�Acceptable M - Check Additional Gravity Loads on Lateral Resisting System: Dead Load Increase at Entire Roof= 0.60 psf %Dead Load Increase on Entire Roof= 5.98% < 10.0% OK Per CBC 3403A.4 Additional Solar Array Lateral'load is Structurally! �- F�..._.....�..._., - Acceptable 2 of 4 Sht: El A P 0 L L 0 4650 E.ARROW HWY,STE.A7 Date: -- STRUCTURAL MONTCLAIR. CA 91763 0: ROOF MOUNTED SOLAR PANELS Earthquake Design per ASCE 7-16 134.1 Design Parameters Site Class I D Per Table1613k3.2 Latitude,deg longitude,deg Short Period S.A.,SS=1 „2 050- 12015 NEHRP Provisions 34.1416 -118.0645 Site Coefficient,Fa= 1.20 Table 1613A.33(1) Sms=FaSs= 2.46 EQ 16A-37 Sps=2/3 Sms= 1.64 EQ 16A-39 Importance Factor,1p=r 100` 1Section 13.13 Height of Equipment,z= 22.00 ft Height of Roof h= 22:00 1ft Weight of Panels to each Mount,Wp=x,46`50.jibs ap= 1.00 Table 13.6-1 RP= 2.50 Table 13.6-1 Determine Fp-,Seismic Design-Force-(STRENGTH-LEVEL) Fp=(0.4aPSDSWp)(1+2z/h)/(Rp/Ip)= 37 lbs EQ 13.3-1 [Not Greater Than:] Fp=1.6SpSWPIp= 122 lbs EQ 13.3-2 [Not Less Than:1 Fp=0:3SpSWpIp= 23 lbs EQ 13.3-3 Use FP= 37 lbs at each Roof Mount Bracket 3 of 4 Sht: W1 A P 0 L l 0 4650 E.ARROW HWY,STE.A7 Date: -- MONTCLAIR, CA 91763 #: STRUCTURAL A: -- ROOF MOUNTED-SOLAR PANELS h _ Components and Cladding- Wmtl LoadrDesign per ASCE 7 16,30 4 2 h<60 ft Design Parameters r--� Design Wind Velocity(3s Gust),.V=�. 110.1 '', mph Wind Exposure=$ C Mean Panel Height=;':T 22 00 ;eft Total Effective Area of Typical Array= 500 rft. Panel Area to Each Support=1,2;`,21:.9?,,,,, ft' Angle of Panels . 17 degrees a= 3ft(aft.Min.) Determine Wind Force at Each Roof Mount qh=0.00256 K,Ka Kd V2 = 14.5 psf Load case 0.6'gh KZ='+ 0 92 .'jTable 30.3-1,Page 317 Krt= 1.0 Figure 26.8-1,Page 252-253 Kd= 0.85 Table 26.6-1,Page 250 1= 1.00 Internal Pressure Coeff.=GC„;= 0 +/-(Figure 6-5) v=0o v=180' GCP(Zone 1)=17767-74i7, „-0 85 Per Figures 30.4-1 thru 30.4-7 GC,(Zone 2)= d 45 160 ` 5i Per Figures 30.4-1 thru 30.4-7 GC.„(Zone 3)=, NO PANELS IN GZONE 3 (+)P=qh(GCP-GCP;)= 10.0 -23.3 psf,Positive Wind(10 psf min)-Worst Case Lateral Load at Each Mount= 61 -143 lbs Compression./•Uplift at:Each_Mount=- 201 -467 lbs. Roof Mount is attached to roof sheathing&roof members wJ(1)`5/16• "x 5"Lag,Bolt wj Mm 2 5"thread embed zaper TRUE POWER SOLAR 7 Allowable Loads for 5/16 Diameter Lae Screw per the 2015 NDS (Table 11.2A) Withdraw)-` 266 lb/in x 2.5"embed x (Cd=1.6)= 1064 lbs (Table 11K) Shear= `190.-:jlb x (Cd=1.6) = 304 lbs t` 4 A SOLAR ARRAY ATTACHMENT'METHOD IS STRUCTURALLY ACCEPTABLE 31, 4 of 4