Loading...
HomeMy WebLinkAboutUntitled etw A Pi City of Arcadia, CA ry __ Permit NO.SOLR-19-1560 ;�17 Development Services Department i L1� Ilh Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 e f e- )1 r �`t , ) r t $ r I• r , t__-. 1 I i , - I E_ Work Classification:Solar-Residential k� Arcadia,CA 91066-6021 !� __ 'Li=Li '1_'• 1_ IJ ..-_7 (626)574-5416 - , Permit Status:.ISsued ARCADIA - Issuebate OS/08/2019 Expiration: 02/04/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1140 Okoboji DR D Arcadia,CA 5379029104 Contacts • FAN CAROL Owner SUNLUX* Contractor 1140 OKOBOJI DR 800 5 ROCHESTER AVE B,ONTARIO,91761 (626)636-5899 (909)210-0924 1008374 Description:ROOF MOUNTED SOLAR SYSTEM. 10 MODULES 1 ^Valuation: $ 0.00 Tenant INVERTER Total Sq Feet: 0.00 Plan Check if Plan# Fees Amount payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $308.24 Electrical Permit Issuance Fee 547.01 Cash/Receipt#REC-02075-19 $308.24 Fire Plan Check Fee Residential $50.00 Inverters $77.78 Amount Due: $0.00 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $308.24 rA COMPLETED 9-Z. -/9 ;74e6*51 v CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message �I� �/ / requesting the address,timefram/ee and what' pection item is needed. ketAr 5 e,7/4,4,/,en- 0. 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. 4 August 08, 2019 Issued By: Date August 08,2019 Page 1 of 1 OF AR otorORry,( 4 ,;. " I PERMIT/PLAN REVIEW APPLICATION o'z.., m, 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 LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION RI 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 and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class C 20 License No.j C08319 Exp. Date t0-31-Iq compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor ri«�— �j C.-I---- performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION 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 5444-A'e- Fvn.6 demolish,or repair any structure,prior to its issuance,also required the applicant 1 for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number l e �l 43 provisions of the Contractors License Law(Chapter 9(commencing with Section is 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 a 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 with those provisions. or my employees with wages as their sole compensation,will do the work,and the structure is not intended or offered for 42 r,.._._ sale(Section 7044,Business and Professions Code:The Contractors License Date L7 'SiO� Signature Law does not apply to an owner of property who builds or improves thereon, Illj 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. o 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 tp disturbing the asbestos. Please contact AQMD at(909)396-2000 for furtherhe/�information. /� �/ Name f�f1'vl(({e via CS(Fet Title r�-/A-e1'Ld- PRINT NAME ,J 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 upon the //abovemmeentiooned property for inspection purposes. Signnmre _ A V tate l(/ t Q DocuSign Envelope ID:74AD01 CD-81 DC-479A-8773-364AE624B8D2 Icr'lirtiv 0) AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: 1140 okoboji Dr. Unit D Arcadia Permit Number: SOLR-19-1560 Brief Job Description: Roof mounted solar system 10 modules 1 inverter Number of smoke alarms installed: 7 Number of carbon monoxide alarms installed:2 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.aov/licensinglistings/licenselistinq_bml searchcolest.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 foregoing is true and correct, and that this declaration was executed on (Date) 8/26/ _ at Arcadia, California. Owner's Name (printed/typed): carol Fan DocuSI9ned By: Signature of Owner: 6214, Pith. 009BDB9FE091415... • This affidavit must be returned to the City of Arcadia inspector prior to final inspection Scanned by CamScanner SITE PLAN SCALE: 1":15'-O" HOUSE PHOTO SCALE: N.T.S. ARRAY LOCATION OPTIMIZER WITH BUILT IN i 5 RAPID SHUTDOWN LOCATED AT EACH K"� � r!.- ,ti-/ i PANEL ° " ( k'I --" �' • a' 110, 4 !TIP , x% N- UOKOBOJI DRIVE lac IIit11 .) l, r - /J s `H !� I* s 1 i i rape. iii '- 4sitt I ,1 Is) •:,i ,1� At...; I I = RJ I '` SITE PLAN LEGEND Q(E)TWO-STORY HOUSE 0 0(E)DRIVEWAY a m °(N)SOLAR PV ARRAY PER TABLE BELOW N all , ': Q FIRE ACCESS POINT a - k I 0 (E)PATIO COVER0 4!. 9 Q(E)MSP LOCATED IN ELECTRIC ROOMQ(E)SUB PANEL INSIDE GARAGE OS��� ❑ I SEE PV1B FOR FIRE ACCESS PATHWAYS PV-2 FOR ROOFTOP Zet 0EEQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. 60�+a ; � ix o - - - IE TOTAL ROOF AREA: 1,920 SF 57'-6' TOTAL MODULE AREA: 180 SF = , TOTAL ROOF COVERAGE: 9.4 0 STRING OF PANELS TILT,AZIMUTH i a 1 10 27°,175°8 29°,265° dw a LL r w W oPi TOTAL OF N PANELS 10 — PV-1A SITE PLAN SCALE: 1":15-0" HOUSE PHOTO SCALE: N.T.S. OPTIMIZER LOCATION Sg S WITH BUILT IN U. ARRAY hx' RAPID SHUTDOWN '1nMt- l - LOCATED ATEACH Fn � r r! • -T s PANEL 0 .. .5�r- a� t »).�,�, €$g• A e 4x 1 OKOBOJI DRIVE c'Y`' '' lin ' X lit • 1� Q i t f y;,,v+. (.21' 1� ;` 1,..„ ., is.v \\ q', - 1 1 N r '04 r- N111,416-,quit SITE PLAN LEGEND 0(E)TWO-STORY HOUSE 62'\ 0 0(E)DRIVEWAY E h_ Q(N)SOLAR PV ARRAY PER TABLE BELOW y 0s , I ; 0 FIRE ACCESS POINT - ;o 1 -0' ©(E)(E)PATIO COVER $ v / 0(E)MSP LOCATED IN ELECTRIC ROOM W i O. Q(E)SUB PANEL INSIDE GARAGE N ut ❑ I SEE PV1B FOR FIRE ACCESS PATHWAYS PV-2 FOR ROOFTOP Z 0 I II EQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. O m 5 E �• _ . J r E U �a m — _ TOTAL ROOF AREA: 1,920 SF 57-6' TOTAL MODULE AREA: 180 SF - , TOTAL ROOF COVERAGE: 9.4 % ° 0 0 STRING it OF PANELS TILT,AZIMUTH Q 1 10 27°,175°8 29°,265° 2 o us w i.°a EJ u. 2 N TOTALN OF N PANELS 10 PV-1A CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: Owner: CAROL FAN Address: 1140 Okoboji Dr Unit D, 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 ,. G% (. 20271 Lighthouse Lane, Huntington Beach, CA 92646 %,4 ..l,. 3.. /4- 949-285-5104 T 44• �j,, i,,r ff•pe n/,� /o vi/ 4. /�/ -/!1 •I i,� Engineering S CalcunLuxlations For: et e(%JfiV%,G`�`'����'e-• a`,/fr'O1191ir.r;I4 10860 6th Street, Rancho Cucamonga, CA 9174.9/,,,}44.. ^oil ele, r,rj�4y. ��c. �J; / (909)390-1796 �.4• fie% fs/J lr//f f'r .-4f%y o 04. Date:ProjectNumber: SLE-247/29!2019 /6 'f���ifi�:i',,�`w,r/;/�'�• rr�/,, ,f 00FESS/O ,f-ri. '..pro/Jre43, ;Pet, .2/^'�46, 11,-,-:.-.;`,i.; f ! BASIS FOR DESIGN gar SD &c+ 01',c/°/f�°`s �Jy�4• •% ,.?..;- CODE: :,.*) CODE: 2016 California Building Code ga C69163 Co ,z„ regi 40 h'// , ,,,,` ASCE 7-10 EXP.06-30-2020 . Jf/ �wi,of .,e4 LIVE LIVE LOADS * * frig`/°4 ROOF 20.0 psf `� CIVIL SNOW 0.0 psf �OFCAL1'• \ `' WIND Exposure C Figure 30.5-1 -Components and Cladding Vas 110 mph Table values are multiplied Iw, 1 by l Kr 1 1 = 1.21 Exposure C a 3ft Pnet= I x Kn x I„, X Pnet3o 1.21 1 1 Roof slope = 29 degrees AWL)= 20 sf Zone 1 pneew 5,0 psf(interior zones)All panels within Zone 182 Zone 2 _ pneno= -29.4 psf(end zones) j Use Zone 2 Value Zone 3 . neno= -29.4 psf(Corner Zones within.a) Dowrard for all zones 23.5 psf ; . 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 0.8 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) SMI = Fv*S1 = 1.469 SDS = 213'ISMS = 1.712 SDI =2/3 `SM1 = 0.979 SDS Seismic Use Group SD1 Seismic Use Group > I II 1 Ill > I II 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 = 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 5.33 ft Tributary width of attachments= 1/2 Panel length = 31.3 in Ap= 13.9 w PV unit weight including racking= 3 psf Wp= 41.70725 lb Other mechanical/electrical components ap= 1 Fp=0.4apSDS*Wp/(Rp/Ip)(1+2zih) 57.12 lb Rp= 1.5 Ip= 1 Fp<= 1.6SDS*IpWp 114.24 lb SDS = 1.712 Wp= 41.70725 lb Fp>=0.3SDS`IpWp 21.42 lb z= 12 ft h= 12 ft 2 PROJECT: PV Panels for CAROL FAN SHEET: 3 OF 5 CLIENT: SunLux DATE: 7/29/2019 BY: Doug Engineering DE JOB NO.: SLE-2496 DESIGN LOADS Dead Loads Uplift Roof / 0.6WL CONC. FLAT TILE 9.0 psf 'e/ PupN2i = 25.0 psf 15 psf, MIN 10 PSF 5/8"Ply shtg 1.9 Pupcm2= 29.4 psf 17.6 psf Rf Frm'g 2.8 PWLdown= 23.5 psf 14.1 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N)PV System 3.0 Zone 1 0.6'3- 15 -13.2 psf Zone 2 0.6'3-0.6'17.6 -15.8 psf Total DL 18.2 psf Downward DL+0.6WL LL 20.0 ',psi PDL+WL= 17.1 psf SNOW 0.0 psf Rafter Check Existing 2x8 RAFTERS @ 16"o.c Spacing 1.33 ft Trib panel width= 5.33 ft E 1500000 psi Fb= 900*1.2*1.15 1242 psi 47.6 in"4 MallowWind= 2176 ft-lb Span1 13.50 ft ManowLL= 1700 ft-lb Span2 0.00 ft See below for Wind Uplift loads Span3 0.00 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) lb) (Ib) (lb) (lb) 5.00 1 6.00 6.00 7.50 -135.9 -108.7 -17.6 5.3 -244.7 -816 196.02 41.7 237.7 2 9.22 9.22 4.28 -66.2 -142.4 -15 5.3 -208.5 -610 196.02 41.7 237.7 10.22 Span 1 Uniform DL 13.50 82.1 82.1 9.1 psf 1.3 12.2 plf 277.0 Reactions at Span1 -120.0 -169.0 Negative values are uplift reactions Mmaxwindup= 721 ft-lb<2176 ft-lb OK Mmaxwinddown= 1701 ft-lb<2176 ft-lb OK For DL+LL including the PV system weight point loads w= 46.9 plf P= 41.7 lb Mmax= 1284 ft-lb< 1700 ft-lb OK Deflection Check DDL=5wL4/(384E1) .(5*18.2*13.5"4)*1728 = 0.254 in = L/ 638.2 OK 384'1.5E6'47.6 • PROJECT: PV Panels for CAROL FAN SHEET: 4 OF 5 CLIENT: SunLux _ DATE: 7/29/2019 BY: Doug Engineering DE JOB NO.: SLE-2496 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT PWup1-1t= 244.7 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 > 244.7 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp • Fp= 57.12 lb Roof slope/module tilt 29 deg Shear=. Fp'cos( 29 )= 50.0 lb \ Fp sin(ang) Tension= Fp'sin( 29 )= 27.7 lb Fp cos(ang) Table 11K-NDS Z= 1901b • CD= 1.6 Z'= Z'CD= 304 lb> 49.96 Ib OK Withdrawal capacity W'= 1064 lb Interaction Equation fl/F1+fJFY 0.256 + 0.164 = 0.42 <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 64"o.c.max for attachment points,typ. Table 2.174 Maximum S an level 1404-Wi d dEepno,ue,e,eC aMd3ition Exposure Roof Wad Pressure Zara1 Roof Wind Pressure 7.443 C Ultimate Wind Rail Roof�5naw9melpsR Ro Saotev load los11 Roof Snow Load 4440 Speed,V 1mpM1� Type 10 30 f301 a3 50- 60 'N 0 10 20 'ID. 10 20 30 59 60 20 FW1 _ _55_ y.� 59 SS 9fi_, 96 81 R LM_ 59 110 IB--8 88 a 88_ JJ 6a _55_ i9 GS_ 12 fl &1 66_ 63, 48 43. .40_ 33 59 59_-55 48 _43_40__32 abR 00 BO 66 55 48 43 i0 3] ]] 66 55 48 43 40 37 59 59 59 55 48 43 40 37 {1 8-S .__ 55_ 315 48 3 -413 37 .J8_ 48_ 4&JI 05 )8 65 55 48 4J 40 3J 68 69 65 55 68 43 40 37 56 56 56 55 48 43 40 37 42- 481. 33 J) 66 55 48 43 40 3J fi5 6S — SS 46 43 40 3T 5e 56 56 56 e8 43 40 3) 110 488-M-X 78 75 08_.. 5 604 64 55 48 63 40 37 60 6055 48 43 40 37 49 49 49 49 48 43 40 32 -0 t�•- 48 e4__62, 69 _63_ _45__43,_40_ 37 52 _56 _53,__54 48 43_ 40__32_ 41__46 _46 _41 -4f_X43 40 _32 a&8-3 )i 73 61 80 48 43 40 5375- -56 56 56 54 48 43 40 37 46 46 46 46 46 43 40 37 '8 7, 4 44-. 77 54- _548_ 48_ 48. 48 ... I&X 77 69 _ 0-_5O_ 48 49 45 32 ,52 _52 -52 522 48-.43 40- 43_ .43 43 -43. 43.X40 40 33. •4 4&1 69 69 40 53 48 43 40 37 52 52 52 48 43 40 37 43 63 43 43 43 43 40 37 4-8 65 48 33 461 65 65 58 51 48 4l 40 37 49 19 49 49 47 63 40 37 40 40 40 40 40 40 40 37 PROJECT: PV Panels for CAROL FAN SHEET: 5 OF 5 CLIENT: SunLux DATE: 7/29/2019 BY: Doug Engineering DE JOB NO.: SLE-2496 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroorexisting = 1920 sf Wpanel= 40.8 lb Wroofexisting= 15.2"1920 = 29184 lb 10 `Wpanel = 408.1 lb Wwaiuexisting= 15`80'4 = 4800 lb Wrestorarray= 131.9 lb Wexisting= 33984 lb Warray= 540 lb V= 0.263 W Vroofoxisting= 8938 lb Existing Total Lateral Force Vroorwpaneis= 9080 lb New Total Later Force % increase= 9080 increase which results in less than a 10% increase in the 8938 *100%-100%= 2% stress of existing lateral resisting elements OK