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HomeMy WebLinkAboutUntitled PermitNo ySOLR„180195 City of Arcadia, CA ,,, „i o iN,''' ,i41?),).-,4 Development Services Department �' 1 ” } ) F 4, !. PermrtType.Solar 240 West Huntington Drive,Post Office Box 60021 o, _ t 1 "_ Arcadia,CA 91066-6021 ( x Work LigssiPcation Residelllla(Solar .. (626)574-5416 " fin_ :d ai r �y� Permit:Status Issued '01 .9 r.. �.-.s i ARC ADIA , lssue,� 01te O2/2-2/2018* Expiration: 08 21 2018 Addr NO. Dir Prefix Street Name Street Suffix City,State,Zip Parcel Number 1020 Panorama DR Arcadia,CA 5777002015 Contacts RICK YASUDA Owner SEMPER SOLARIS CONSTRUCTION INC Solar Contractor(C-46) 1020 PANORAMA 1805 JOHN TOWERS AVE,EL CAJON,CA (619)715-4054 I. Description:ROOF MOUNTED SOLAR SYSTEM 18 PANELS Valuation: $0.00 1 Tenant Total Sq Feet: 0.00 I Plan Check# Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $300.91 Electrical Permit Issuance Fee $44.35 Cash/Receipt# $300.91 Fire Plan Check Fee Residential $50.00 $77 78 Amount Due: $0.00 Inverters Panels $77.78 Solid Waste Management Fee 2 $1.00 4tee colipiETED Total: $300.91 f (/ ( " CALLS FOR INSPECTION Request for inspection by telephone at 626-574-5450. Leave a message requesting the-address,time frame 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. February 22, 2018 Issued By: Date February 22,2018 Page 1 of 2 O~4 oFp Rgc9dr 1! lig ig.I \ .I PERMIT/PLAN REVIEW APPLICATION :E * Development Services Department,240 West Huntington Drive,Post Office Box 60021 °0m°ou °tom°m° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of . Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 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: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force andLLeffect. ` 0 I have and will maintain a certificate of consent to self-insure for workers' License Class �j,t(�oC+��i L ense No.�7�I 7 xp. DateWIl ier compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION laI 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 wo s'compensationinsurane carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier Cana 1¢�— Pi CA • 1 �(/ demolish,or repair any structure,prior to its issuance,also required the applicant (Policy Number 2' Z? for such permit to file a signed statement that he or she is licensed pursuant to the 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 0 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 f the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for2- sale(Section 7044,Business and Professions Code:The Contractors License (Date �'� (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 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 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. 0 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. (Name Ate- ` r (Tide /TrM(k 1.ji't'ei-- 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 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 upo a above-mention roperty for inspection purposes. / Signature (Date 2 er OWL SerriperoLar-is 2-748 To whom it May concern: This letter hereby authorizes the following people to apply for and pick up permits from all planning/building departments within California, on behalf of Semper Solaris Construction, Inc. Victor Villafana Arthur Honore Shawn Vega If you have any questions, please let me know. Thank you, Robert Bessler Executive Director of Operations/RME C10, C46 — CA#978152 1$05 John Towers Ave,Et Cajon,CA 92020 I RICK YASU DA it ,:.,, ,,,, ,,,-- 4 ,, : - i „, _.:..„„,,,,,., ...,, , „e, -1_ <f ry N ry N , .. ,.. ..,-, _ . - i 6.48 kW (DC) PHOTOVOLTAIC SYSTEM �% ��� a. ° .4,-.,_..1 ..., sM ti 1020 PANORAMA DR ARCADIA CA 91007 t ' ti i t r � f, - '- W N N Coldwater pipe shall be part of ground r I i k` electrode system and bond will be made not •"'"1,4‘ � 1' 1 II'-�)i I '` - ;ir more than 5 ft.from the point of entrance , ,-., •-, (' � to the building.Per Art.250.68(C)(1). �. , "' ' AI I w ;,..i.,1 itillj �■ ALL ELECTRICAL WORK SHALL BE DESIGNED PER 2017 ,'?- 1 °' (E)200A BUS NCF LOS ANGELES COUNTY ELECTRICAL CODE,2016 ,'r % =� ' a -". -. �d_ (E)200A MAIN BREAKER CALIFORNIA ELECTRICAL CODE,AND 2014 NATIONAL ,i ELECTRIC CODE 'x4 ' SERVICE POINT& 110.2 APPROVAL:ALL ELECTRICAL EQUIPMENT SHALL ^� ," In UTILITY METERING BE LABELED,LISTED,OR CERTIFIED BY A NATIONALLY ISh .+lid°x RECOGNIZED TESTING LABORATORY ACCREDITED BY iy "h, (N)SOLAR ONLY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH '+ LOAD CENTER ACCESS ADMINISTRATION. SCOPE OF WORK: SUNPOWER PV of LADDER SUPERVISOR MONITOR 18 - SPR-X22-360-D-AC SOLAR PANELS © - SOLAR PANELS o Q cc^ 18 - SPR-X22-360-D-AC INVERTER , o OD a8 INVERTER y = �° Ea Q d �v wo �Y1 cl dQ 8a U w Rx o 4! oa NEW PV CONDUIT TO BE RUN SHEET INDEX: WITHIN EVE AND HIDDEN FROM El - SITE PLAN E6.1 -NOT USED w VIEW.CONDUIT TO BE PAINTED E2 - NOTES E7 - SINGLE LINES cc TO MATCH THE EXISTINGE3 - NOT USED E7.1 - NOT USED a . SURFACE. .. E4 - NOT USED E8 - ELECT. NOTES DC CONDUCTORS IN ATTIC MUST BE IN METALLIC I E5 - ROOF PLAN E9 - SIGNAGE RACEWAY 18"BELOW ROOF SURFACE. ••W '1 . - D_ d ! $ 1 1.BUILDINGTHE ..... >> VICINITY MAP 1.THE HOME OWNER AND CONTRACTOR COMPLETED ��'-,,, A i 1 I THE ATTACHED AFFIDAVIT.ALL ELECTRICAL WORK / , o i1. . N =w SHALL BE DESIGNED PER 2017 LOS ANGELES COUNTY / _ _ , ELECTRICAL CODE,AND 2011 NATIONAL ELECTRICAL J b• a , /I CODE AND 2013 BUILDING ENERGY EFFICIENCY • / /�-1 STANDARDS.110.2 APPROVAL:ALL ELECTRICAL i +.n' -- -.. - r, ,/u`�' `--J - ¢ o EQUIPMENT SHALL BE LABELED,LISTED OR CERTIFIED / �� BY A NATIONALLY RECOGNIZED TESTING LABORATORY A - $ ACCREDITED BY THE UNITED STATES OCCUPATIONAL A 9 f4'•�"- ,, N SAFETY HEALTH ADMINISTRATION.ALL PLAN, / ii.Gow/d_ • � ' W N n SPECIFICATIONS,CALCULATIONS,AND/OR REPORTS (N)SOLAR ‘,T7- / Y"c°";�' _ , _ SHALL BEAR THE SIGNATURE ADN THE SEAL OR ARRAY / r ar'` - $ cnmv STAMP OF THE PERSON PREPARING THE DOCUMENTS. ,� e ' .; , ;g I i S m S WET SIGNED,STAMPED,OR ELECTRONIC SIGNATURES SITE PLAN r` t< €. - ARE ALL ACCEPTABLE.2014 COUNTY OF LOS ANGELES Pi - .` ��,D"raa�. ELECTRICAL CODE,SECTION 82.5. SCALE:1/16"=1'-0" Womb F z E 1 FUSES SHALL BE PROVIDED WITH REJECTION TYPE ,, FUSE HOLDERS. NOTE: ALL SCALES SET TO 11X17 SHEET SIZE e f CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: Owner: RICK YASUDA Address: 1020 Panorama Dr, Arcadia, CA 91007 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 20751 Kelvin Lane, Huntington Beach, CA 92646 949-285-5104 Engineering Calculations For: Semper Solaris 1805 John Towers Ave., El Cajon, CA 92020 (888) 631-5276 Project Number: SEM-3576 Date: 2/20/2018 .pivOFESS/0 k(IPq. 069163 v' " BASIS FOR DESIGN EXP.06 30 1@ �' CODE: 2016 California Building Code ASCE 7-10 ' civil_ O- LIVE LOADS %�Caut �' ROOF 20.0 psf SNOW 0.0 psf WIND Exposure C Figure 30.5-1 -Components and Cladding V35 110 mph Table values are multiplied IW 1 by l KZt 1 I = 1.21 Exposure C a 3ft Pnet= I X KZt X Iw X pnet3o 1.21 1 1 Roof slope = 10 degrees Atrib= 20 sf Zone 1 pnet30= -23.5 psf(interior zones) All panels within Zone 1&2 +Zone 2 pnet30= -38.6 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 s 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 1613.3.3(1) 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 D 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 S1< 0.1 S1=0.2 S1= 0.3 S1= 0.4 S1>0.5 A 0.8 0.8 0.8 0.80.8 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 I II I III > I I II I 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 a S 2016 CALIFORNIA BUILDING CODE Seismic Use Group = I Seismic Design Category = E I = 1 SS = 2.568 S1 = 0.979 SMS = 2.568 SM1 = 1.469 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 7-10 12.8-3) V<= SD1/[(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/[R/I] = 0.075 W V(controls) = 0.2634 W Determine FP for seismic loading on attachments Seismic Load on Nonstructural Components Spacing of attachments 4 ft Tributary width of attachments= 1/2 Panel length= 30.7 in AP= 10.2 ft` PV unit weight including racking = 3 psf WP= 30.7 lb Other mechanical/electrical components a = 1 FP= 0.4apSDS*WP/(RP/Ip)(1+2z/h) 42,05 lb RP= 1.5 IP= 1 F <= 1.6SDS*IPWP 84.09 lb SDS = 1.712 Wp= 30.7 lb FP>= 0.3SDS*IPWP 15.77 lb z= 12 ft h= 12ft 2 ti r PROJECT: PV Panels for RICK YASUDA SHEET: 3 OF 5 CLIENT: Semper Solaris DATE: 2/20/2018 BY: Doug Engineering DE JOB NO.: SEM-3576 DESIGN LOADS Dead Loads Uplift Roof 0.6WL CONC. FLAT TILE 9.0 psf Puprrtzi = 23.5 psf 16 psf, MIN 16 PSF 5/8" Ply shtg 1.9 Pupi;rtz2= 38.6 psf 23.159 psf Rf Frm'g 2.8 PwLdown= 13.8 psf 16 psf, MIN 16 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3- 16 -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 PDL+WL= 19.0 psf SNOW 0.0 psf Rafter Check Existing 2x4 RAFTERS @ 24"o.c Spacing 2.00 ft Trib panel width= 4 ft E 1500000 psi Fb= 900*1.5*1.15 1552.5 psi 5.4 in^4 MaIIowwind= 1110 ft-lb Span1 7.83 ft MaliowLL= 867 ft-lb Span2 7.83 ft See below for Wind Uplift loads Span3 7.83 ft Span4 7.83 ft Span5 7.83 ft due to concentated loads at attachments Span6 7.83 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) (lb) (Ib) (Ib) 15.00 1 16.00 0.34 7.49 -226.3 -10.3 -23.16 4.0 -236.6 -77 163.47 30.7 194.1 2 19.11 3.45 4.38 -91.5 -72.0 -16 4.0 -163.5 -315 163.47 30.7 194.1 3 21.11 5.45 2.38 -49.7 -113.7 -16 4.0 -163.5 -271 163.47 30.7 194.1 4 24.22 0.73 7.10 -148.3 -15.2 -16 4.0 -163.5 -108 163.47 30.7 194.1 5 26.22 2.73 5.10 -106.5 -56.9 -16 4.0 -163.5 -291 163.47 30.7 194.1 6 29.33 5.84 2.00 -41.6 -121.8 -16 4.0 -163.5 -243 163.47 30.7 194.1 30.33 Span 1 Uniform DL 7.83 71.4 71.4 9.1 psf 2.0 18.2 plf 139.8 Span 2 Uniform DL 7.83 71.4 71.4 9.1 psf 2.0 18.2 139.8 Reactions at Span1 71.4 71.4 Negative values are uplift reactions Reactions at Span2 -76.9 56.2 Mmaxwindup= 155 ft-lb<1110 ft-lb OK Mmaxwinddown= 636 ft-lb< 1110 ft-lb OK For DL+LL including the PV system weight point loads w= 70.4 plf P= 30.7 lb Mmax= 599 ft-lb<867 ft-lb OK Deflection Check DDS=5wL4/(384EI) (5*18.2*7.83^4)*1728 = 0.383 in = L/ 245.4 OK 384*1.5E6*5.4 PROJECT: PV Panels for RICK YASUDA. SHEET: 4 OF 5 CLIENT: Semper Solaris DATE: 2/20/2018 BY: Doug Engineering DE JOB NO.: SEM-3576 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuplift= 236.6 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 > 236.6 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp= 42.05 lb Roof slope/module tilt 10 deg Shear= Fp*cos( 10 )= 41.4 lb \ Fp sin(ang) Tension= Fp*sin( 10 )= 7.3 lb Fp cos(ang) Table 11 K-NDS Z= 190 lb CD= 1.6 Z'= Z*Co= 304 Ib> 41.41 lb OK Withdrawal capacity W= 1064 lb Interaction Equation ft/Ft+f„/F„ 0.229 + 0.136 = 0.365 < 1 OK RAIL SPAN CHECK Invisimount Rail Check Invisimount Rail Properties Tributary width=half a panel Moment of Inertia I = 0.35 in^4 Wtrib= 2.542 ft Section Modules S= 0.311 in^3 Uniform Load =wind load*Wtrib Yield Strength (l)Y= 24000 psi WSWH= 66 plf Tensile Strength (I)u= 27500 psi Span=distance between attachment points=L Masd allow=0.6*4Y*S 373 lb-ft L= 4ft MsWH=Wswh*L2/8 297 lb-ft < 373 lb-ft OK PROJECT: PV Panels for RICK YASUDA SHEET: 5 OF 5 CLIENT: Semper Solaris DATE: 2/20/2018 BY: Doug Engineering DE JOB NO.: SEM-3576 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 4000 sf Wpanel= 41.0 lb Wroofexisting= 15.2*4000 = 60800 lb 18 *Wpanel = 738 lb Wwaiexisting= 15*80*4 = 4800 lb Wrestofarray= 207 lb Wexisting= 65600 lb Wary= 945 lb V= 0.263 W Vroofexisting= 17253 lb Existing Total Lateral Force Vroofwpaneis= 17501 lb New Total Later Force % increase= 17501 *100%-100% = 10/0 increase which results in less than a 10% increase in the 17253 stress of existing lateral resisting elements OK