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HomeMy WebLinkAboutUntitled .-v t '`' PermttNo SOLR-19-1985 �, City of Arcadia, CA s „ SI 6 Development Services Department tys�^ r-� i PermiCT•yj7e:So lar 240 West Huntington Drive,Post Office Box 60021 IJ4c4JJE1J4L11IrILFQfi i. caDon Solar Residential -,.f (626)574-5416 _ _. „ _ Permi6Status:Issued ARCADIA Issue Date 09 /30/2019 Expiration: 03/28/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 2128 Canyon RD Arcadia, CA 5765031002 Contacts ,. - - m. CHUNG KUN LU Owner SOLARMAX RENEWABLE ENERGY Contractor 2128 CANYON RD PROVIDER INC* 3080 E 12th,Riverside,CA 92507 (951)300-0788 972048 Description:NEW ROOF MOUNT PV SYSTEM,NEW 200 AMP Valuation: $ 0.00 Tenant SERVICE,27 MODULES,1 INVERTER Total Sq Feet: 0.00 Plan Check k ' Plan p Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $324.72 Electrical Permit Issuance Fee $47.01 Cash/Receipt N REC-02649-19 $324.72 Fire Plan Check Fee Residential $50.00 Amount Due: $0.00 Inverters $77.78 Panels $82.45 Residential Services up to 400 amps $16.48 Solid Waste Management Fee 2 $1.00 Total: $324.72 .� ��?? _ CALLS FOR INSPECTIONS ' i : I[I. +L`' f�,• 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. September 30, 2019 Issued By: Date September 30,2019 Page 1 of 1 • 7UFOR• I tp, , 1 PERMIT/PLAN REVIEW APPLICATION t, z * Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: hapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,an my license is in full force anld,,egffect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Clas�� License No. j7�V7Y Exp. Date✓43O compensation, as provided for by Section 3700 of the Labor Code, for the `'!� _ performance of the work for which this permit is issued. Si azure of Contractor / rrrr OWNER-BUILDER DECLARATIO 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 is issued.My wor License Law for the following mason(Section 7031.5,Business and Professions ke s'compensation iirisurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier S74rse 7.L Nt 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 _ provisions of the Contractors License Law(Chapter 9(commencing with Section (This 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 exempt there from and the basis for the alleged exemption. Any violation of I 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 ❑I, as owner of the property, forthwith comply wi those provisions. or my employees with wages as their sole compensation,will do the work,and the structure is not intended or offered for pp sale(Section 7044,Business and Professions Code:The Contractors License ,re Signature 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 andshall 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 thecost of compensation, 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 ant 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. ,/� /� �j ���a Ite t ts M Title F-ry`!"/ Paws'NAbffi tify 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. ree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of dia to enter upon the above-mentioned property for inspection purposes. ature -. Date /0/� � e,� ,fl`w--,,� ds t d\ S i v. o ens.dEvi AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: 2-I1') Canyo// a. Permit Number: Sjvr iq l qac Brief Job Description: 3a'w. -an 4A Number of smoke alarms installed: Number of carbon monoxide alarms in tailed: When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, Smoke alarms shall be installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics as required by Section R314 of the 2016 California Residential Code (CRC) and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section R315 of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshal. http://osfm.fire.ca.qov/licensinglistings/licenselistinn brill searchcotest.php As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. I declare under penalty of perjury that the foregging is true and correct, and that this declaration was executed on (Date) I 0 24 \° at Arcadia, California. Owner's Name (printed/type. ,A A Signature of Owner: ejeThis affidavit must be returned to the City of Arcadia inspector prior to final inspection Guest Room Bathrou_ a I I 151orage Cf; , Family Room ma i ra le [------ NFIRST FLOOR PLAN O® SMOKE ALARM = CARSON MONOXIDE ALARM e MstrBath pMaster Bedroom Dining Room Kitchen - — Bath Hall C.) Closet Closet Closet Family Room _ - C — Bedroom Bedroom E SECOND FLOOR PLAN Oi` e SMOKE ALARM E = CARSON MONOXIDE ALARM • CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: - Owner rCHUNG KUN LU Addres4C!f128 Canyon Rd, Arcadia, CA 91006 INDEX TO CALCULATIONS Sheet Item 1-2 Seismic parameters and determination of Fp 3 design loads, roof member check,wind uplift check, deflection 4 attachment check, rail span check 5 lateral check Engineering Calculations Performed By: Doug Engineering 20271 Lighthouse Lane, Huntington Beach, CA 92646 949-285-5104 Engineering Calculations For: Solar Max Renewable Energy Provider, Inc. 3080 12th Street, Riverside, CA 92507 (951) 300-0788 Project Number: SMX-6149 Date: 9/26/2019 y PjSMSiy'we o. BASIS FOR DESIGN . . pr . CODE: 2016 California Building Code C69163 u+ rn ASCE 7-10 EXP.06-30-2o20 LIVE LOADS ROOF c220A,psf � CIVI1 SNOW kris' CFCgtrF" WIND Exposure C Figure 30.5-1 -Components and Cladding Vas 110 mph Table values are multiplied 1„, 1 by l Kit 1 I= 1.21 Exposure C a 3ft • Pnet= I x Kit X Iw X Pnet3o 1.21 1 1 Roof slope = 19 degrees Amt,= 20 sf Zone 1 Pnet3o -23.5 psf(interior zones) All panels within Zone 1&2 Zone 2 Pnetso= -38L6 psf(end zones) Use Zone 2 Value Zone 3 Pnet3o= -58.0 psf(Corner Zones within a) Downward for all zones 13.8 psf I a 2016 CALIFORNIA BUILDING CODE Soil Site Class = D Seismic Use Group = I SS = 2.568 Mapped Spectral Response acceleration in short periods S1 = 0.979 Mapped Spectral Response acceleration at one second periods Table 1613.3.30) Values of Site Coefficient Fa SITE CLASS SS< 0.25 SS=0.5 ' SS=0.75 SS= 1.0 SS>1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 ID 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F - - - - - Fa= 1.000 (interpolated) SMS= Fa'SS= 2.568 Table 1613.3.3(2) Values of Site Coefficient Fv SITE CLASS Si< 0.1 51=0.2 S1=0.3 S1=0.4 81>0.5 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F - - - - - Fv= 1.500 (interpolated) SM1 = Fv'S1 = 1.469 SDS =2/3*SMS= 1.712 SD1 =2/3*SM1 = 0.979 SDS Seismic Use Group SD1 Seismic Use Group > I 1 II 1 Ill > I 1 Il 1 III 0 A A A 0 A A A 0.167 B B C 0.067 B B C 0.33 C C D 0.133 C C D ' 0.5 D D D 0.2 D D D Seismic Design Category= E 1 2016 CALIFORNIA BUILDING CODE Seismic Use Group = I Seismic Design Category = E I = 1 SS = 2.568 S1 = 0.979 SMS = 2.568 SM1 = . 1A69 R = 6.5 Height = 11.375 T=0.035`hn^.75 = 0.21679 r(Reliability/Redundancy Factor) = 1 SDS = 1.712 SD1 = 0.979 (ASCE 7-10 12.8-2) V= SDS/(R/I) = 0.2634 W (ASCE 7-1012.8-3) V<=SD1/I(R/I)T] = 0.695 W (ASCE 7-10 12.8-5) V>= .01 = 0.01 W If S1>0.6g (ASCE 7-10 12.8-5) V>=0.5*S1/IR/II = 0.075 W V(controls) = 0.2634 W Determine Fp for seismic loading on attachments Seismic Load on Nonstructural Components Spacing of attachments 6 ft Tributary width of attachments= 1/2 Panel length= 33.2 in Ap= 16.6 ft` PV unit weight including racking = 3 psf Wp= 49.8 lb Other mechanical/electrical components ap= 1 Fp= 0.4apSDS*Wp/(Rp/Ip)(1+2z/h) 68.21 lb Rp= 1.5 Ip= 1 Fp<= 1.6SDS*IpWp 136.41 lb SDS = 1.712 Wp= 49.8 lb Fp>=0.3SDS•IpWp 25.58 lb z= 12 ft h= 12 ft 2 PROJECT: PV Panels for CHUNG KUN LU SHEET: 3 OF 5 CLIENT: Solar Max Renewable Energy Provider,Ii DATE: 9/26/2019 BY: Doug Engineering DE JOB NO.: SMX-6149 DESIGN LOADS Dead Loads Uplift Roof 0.6WL G- .'FLAT 1[E X910- psf p„Piam = 23.5 psf 14.1 psf, MIN 10 PSF 5/8"Ply shtg 1.9 P iara= 38.6 psf 23.2 psf Rf Frm'g 2.8 PWLdown= 13.8 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6`3-14.1 -12.3 psf Zone 2 0.6`3-0.6'23.2 -21.4 psf Total DL 18.2 psf Downward DL+0.6WL LL 20.0 psf PoL+wL= 13.0 psf SNOW 0.0 psf Rafter Check Existing 2x6 RAFTERS @ 24"o.c Spacing 2.00 ft Trib panel width= 6 ft E 1500000 psi Fb= 900`1.31.15 1345.5 psi 20.8 in^4 Maoawwam= 1356 ft-lb Span1 7.50 ft Maoewu= 1060 ft-lb Span2 7.50 ft See below for Wind Uplift loads Span3 3.00 ft due to concentated loads at attachments Span4 0.00 ft (Distance Wind Mmax Wind P= to Att. Load Trib W Uplift wind(ft- Down PVDL P=DL+WL Pts) a b R1 (Ib) R2(lb (psf) (ft) (Ib) Ib) (Ib) (Ib) (Ib) -1.25 1 -0.25 -0.25 7.75 -397.8 12.8 -23.2 6.0 -385.0 96 165.95 49.8 215.7 2 3.28 3.28 4.22 -131.6 -102.4 -14.1 6.0 -234.0 -432 165.95 49.8 215.7 3 5.28 5.28 2.22 -69.2 -164.8 -14.1 6.0 -234.0 -366 165.95 49.8 215.7 4 8.81 1.31 6.19 -193.0 -41.0 -14.1 6.0 -234.0 -253 165.95 49.8 215.7 9.81 Span 1 Uniform DL 7.50 68.4 68.4 9.1 psf 2.0 18.2 plf 128.3 Span 2 Uniform DL 7.50 68.4 68.4 9.1 psf 2.0 18.2 128.3 Reactions at Span1 -530.3 -185.9 Negative values are uplift reactions Reactions at Span2 -124.6 27.4 Mmaxwindup= 343 ft-lb< 1356 ft-lb OK Mmaxwinddown= 786 ft-lb<1356 ft-lb OK For DL+LL including the PV system weight point loads w= 70.4 plf P= 49.8 lb Mmaz= 626 ft-lb<1060 ft-lb OK Deflection Check DOL=5wL4/(384EI) (5`18.2.7.5^4)`1728 = 0.083 in = L/ 1083.6 OK 3841.5E6`20.8 PROJECT: PV Panels for CHUNG KUN LU SHEET: 4 OF 5 CLIENT: Solar Max Renewable Energy Provider,Inc. DATE: 9/26/2019 BY: Doug Engineering DE JOB NO.: SMX-6149 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT P,9upu i= 385 lb 5/16"Lag with min 2.5"penetration for each attachment Table 11.2A-NDS-Lag Screw Withdrawal Values For 5/16"Lag into .5G wood 266 lb Allowable wind load = 1.6'2.5'266 1064 lb > 385 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp= 68.21 lb Roof slope/module tilt 19 deg Shear= Fp*cos( 19 )= 64.5 lb \ Fp sin(ang) Tension= Fp'sin( 19 )= 22.2 lb Fp cos(ang) Table 11K-NDS Z= 190 lb CD= 1.6 Z= Z'CD= 304lb> 64.49 lb OK Withdrawal capacity W'= 1064 lb Interaction Equation f(/F(+f)F,y 0.383 + 0.212 = 0.595 < 1 OK RAIL SPAN CHECK Everest Railing Check Load for half a panel=2.7' w= 57.78 plf Per the Everest Engineering for 110 mph and 0 psf snow,the max span for Crossrail48-X is 88"and 72"and 59"for Zones 2 and 3 Use Crossrail48-X PV Rails with a spacing of 72"o.c. max for attachment points,typ. T61.2.171 M nlmum Span Lanzt 0214-W Nd Exposure condwo n Et.'" Ultimate Pressure Zone Roof Wind Pnnur.Zn n.2 Roof Wind Pamir.Zona 8_ UIWM.Wind Rao Roof Snow lwd>.If RmeSror lead(ps Root Snowtoad fine So Speed.V(mphl Type.� 0 10 120 30�:r t9 55 ® X� 1!h 118 9]_ 81 _72 6i_ 59 55 116_ 97 61 72__66 59 55, •. 95 96" 81 72' 64 59' _55 d& g1 �80 7 4 64 95 69 45-„R _BO_ ]6 63 59 69 S. 02 Yd 65 65 I61 55 d9 d5 69 _ ill 88 80 66 55- 48 43 40 3]tit 66 55 48 43 40 3] 59 59 59 ! 55 48 43 d0 3] -53- 64 15 55��4H 91 _91 81 55 64 59- 55 118 <8-1R;,92 8] ]J_—50...._55....46 Y9_ 45<2 76_ 16_65 63._ 48 „49 45_ Q_ X69 56_Q_52_X48 49 �40 4Q 484 85 78 65 55 46 43 40 37 68 68 65 55 48 43 40 37 56 56 56 55 48 43 40 37 0390_ 9--51, 120 48-X L91__86 6_71_64_ 55_. 45_40 42_ _]9..65 62 _55-55........09-45_ 42_ _59 59__5$,_ 59_55_ 49_X45__4Z_ d84 83 ]] 64 55 40 43 40 37 65 65 64 55 48 43 40 37 54 54 54 54 40 43 40 37 X80_ .110_,113,.96. 81 ]2 W. 59' 55 98 _9R 96 01 ]2 64 59 55 60_ 80 80' _80_ ]2.. 64-:59 55 48 _60 50 _45_ 37 48X 78 75 64 55 40 43 40 37 60 60 50 55 40 43 40 37 49 49 49 49 48 63 40 3] '.1' ry I g -]40 6&Y1 _81 01 69 _61 _55 49_ 65 4L 62 61 62„ 61 _55 49 d5 d2 _51_ 51� 51-_51 51649 45y 42_ 1/4 - ` 4&X ]4 �R 61 54 48 63 40 6 56 55 4 8 3 0� ] 6 6 6 6 3 0 ] 380 111 100, 91 00 ]i W 59 3]55 5 85 _85" 655 5 60- 4 h 4 _64 4 59 3 _55 d]0 4 _]0 4]0 4 _]0 )046 64 4 _ -59 3 - 55 LL 8X1 _69 69 60 -53 44 43 40_31. X52 51 _48r 43 43 43__43 43_ 43 40 i32_ 8 4&X 69 69 60 53 68 43 40 3] 52 52 80 51 48 43 40 37 43 43 43 43 43 43 40 37 I® 105 105 89 . _41 2,9c 60 80,-80_, ]E E4 _59 55 ::,5....2.5_,.:4_,,I,_:44._ � 59 55_ _46M-65_,J5 ,.53__:..:52„.4 43 .,54:.. ..:,„49 ,.49_,.49.,_49__4 43.,_40�,X 0 4 40 »32_ O6X 65 65 53 52 48 43 40 3] 49 49 49 49 47 43 40 37 40 40 40 40 40 40 40 37 PROJECT: PV Panels for CHUNG KUN LU SHEET: 5 OF 5 CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 9/26/2019 BY: Doug Engineering DE JOB NO.: SMX-6149 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroorebsting= = 4029 sf Wpanei= 37.7 lb Wroorexisting= 15.2*4029 = 61241 lb 27 *Wpanel = 1017.9 lb Wwagexisting= 15*80*4 = 4800 lb Wrestotarray= 472.5 lb Wexisting= 66041 lb Wanay= 1490.4 lb V= 0.263 W Vraofewseng= 17369 lb Existing Total Lateral Force Vroofwpanets= 17761 lb New Total Later Force % increase= 17761 .100%-100%= 2% increase which results in less than a 10% increase in the 17369 stress of existing lateral resisting elements OK