Loading...
HomeMy WebLinkAboutSOLAR 4 [ Permrt NaSOLR 19 0256 tt City of Arcadia, CA " , , ,; lJ Development Services Department ` _ Permit Type:Solar Vat. , 240 West Huntington Drive,Post Office Box 60021 / "g` '}r Arcadia,CA 91066-6021 \---'p f ,t�work Classification:Solar-Residential 7—V-j (626)574-5416 Js.'8 _ Permittatus:Issued.. ARCADIA _ ;issue Date:02/07/2019, Expiration: 08/06/2019 ^ Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number '1630 S SECOND AVE Arcadia,CA 5790004018II Contacts SHIN Y CHEN Owner SOLARMAX RENEWABLE ENERGY Solar Contractor(C-46) 1630 S SECOND AVE PROVIDER INC" 3080 E 12th, Riverside,CA 92507 (951)300-0788 972048 Description:ROOF MOUNT PV SYSTEM FOR SFR.UPGRADE Valuation: ,.p$ 0.00 Tenant SERVICE 225 AMP,25 MICRO/MODULES Total Sq Feet: _ 0.00 Plan Check# Plan# Fees Amount payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $324.72 Electrical Permit Issuance Fee 547.01 Cash/Receipt#REC-00337-19 $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 CDMPLETED 3 -4.11CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message � t ^ ' requesting the address,timeframe and what inspection item is needed. �F {P/� 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. eilt February 07, 2019 Issued By: Date February 07,2019 Page 1 of 1 a . Meal. PERMIT/PLAN REVIEW APPLICATION 1 At..- zg;a 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 iiiLICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 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 C/oo�de an my license is in full force and effect. �/ ❑ I have and will maintain a certificate of consent to self-insure for workers' License Ong-7G G-f o Li N J Exp. Date? 'YD - ' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUIL - ECLARATION ave 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 rrogrtS G®eliii demolish,or repair any structure,prior to its issuance,also required the applicant policy Number / 707 I)/ A 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 certify that in the performance of the work for which this permit is issued,I shall exempt them from and the basis for the alleged exemption. Any violation of Section 70313 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, or my employees with wages as their sole forthwith comply with hose provisions. compensation,will do the work,and the structure is not intended or offered for '_ 7, ( 1 asale(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. U 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. ame 'F O G Title _I�JlY'37 rflr✓.A�f(It- PRINT NAME certify that I have read this application and ' 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 Ci S and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the . . 1 ve-m• - tied property for inspection purposes. Signature / i__-• •n� - ( Date o` I ---. _ ,ti i' - J • L.a- SITE PLAN SCALE: 1":20'-0" HOUSE PHOTO SCALE: N.T.S. MICROINVERTER SEE PV-2 FOR ROOFTOP EQUIPMENT ARRAY LOCATIONIca RAPID SHUTDOWN CALLOUTS AND ROOF AND ARRAY 1 �wf �µ 01 � �41 LOCATEDAT EACH DIMENSIONS.PANEL ( ,� \ 1) 1 A�� „ ' ��'+, qt US MSP y..*.,,, r P • M1''.: S. � UPGRADE s 7 - „Ili to f r -I 1 cf 225A 1 � z VA O5 v q ///p��\ O } }• Iikrar(1_ •• (Xi:, 'i -.{ `3 �rip, � C Nu. P:JJ Imor1 1755 -. iijr x't' 'G t 1.: `m r }- rcrcwk-� f ▪.,zs A \ . 3-r " S w g awl { � V SITE PLAN LEGEND w Q(E)ONE-STORY HOUSE w Q(E)DRIVEWAY 4 — 0(N)SOLAR PV ARRAY PER TABLE BELOW ' zmIIS Q FIRE ACCESS POINT A CV L°_— Q(E)DETACHED STRUCTURE — 7814° Q(E)PATIO COVER '' it O / �, O I SEE PV1B FOR FIRE ACCESS PATHWAYS PV-2 FOR ROOFTOP Z ¢ �„ N / • EQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. W / nD t I@ p„ ssl _ I 25 X 265 W Sunspark Technology SMX-265P BLACK T o n = o za Z O y © 25 X 240 W Enphese Energy 107-50-2-US(SI1)(240V) y e 171 �. _ _ ° _ _ — — _ _ J TOTAL ROOF AREA: 3,544 SF ,e 1751-5' TOTAL MODULE AREA 443 SF a R O2 0 3O TOTAL ROOF COVERAGE: 12.5 °/ 3 c as 0 BRANCH #OF TI =.1 - C -rr -A'. b o . 1 13 22&11°,268°&22°,268° e Q. 2 12 22°,178° WO. w Aw A E TOTAL#OF N PANELS 25 PV-1A { CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: Owner: SHINY CHEN Address: 1630 South 2nd Ave, Arcadia, CA 91006 INDEX TO CALCULATIONS Sheet Item 1-2 Seismic parameters and determination of Fp 3-4 design loads, roof member check,wind uplift check, deflection 5 attachment check, rail span check 6 lateral check ` Engineering Calculations Performed By: Doug Engineering 20751 Kelvin 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-5008 ` Date: 12/14/2018 P . �fS MSatfo BASIS FOR DESIGN _ r yc CODE: 2016 California Building Code r� C6916 Nmm ASCE 7-10 EXP.O6.30-2020 LIVE LOADS ROOF C200-pif et. ova. � SNOW 0.0 psf .v CAUF� WIND Exposure C Figure 30.5-1 -Components and Cladding Vie 110 mph Table values are multiplied I„ 1 by I Ka 1 1 = 1.21 Exposure C a 3ft poet= I x Krt x 1w X Pnet3o 1.21 1 1 Roof slope = 22 degrees A,h,= 20 sf [Zone-1-0;a; -23.5 psf(i'riterior zones) All panels within Zone 1&2 Zone 2 Pnet3o= -38.6 psf'(end.zones) I Use Zone 2 Value Zone 3 Pnet3o= -58.0 psf(Corner Zones within a) roownward for all zones T 13.8 psf' j el - . 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 1 SS=0.5 SS=0.75 SS= 1.0 SS>1.25 5. A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 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 81=0.2 81=0.3 81= 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) 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 Ill > 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 2016 CALIFORNIA BUILDING CODE Seismic Use Group = I Seismic Design Category = E = . 1 SS = 2.568 51 = 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 s. (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 6 ft Tributary width of attachments= 1/2 Panel length= 32.5 in AP= 16.3 ft` PV unit weight including racking= 3 psf Wp= 4815 lb Other mechanical/electrical components ap= 1 Fp= 0.4apSDS*Wp/(Rp/lp)(1+2z/h) 66.77 lb Rp= 1.5 IP= 1 Fp<= 1.6SDS*IPWP 133.54 lb SDS= 1.712 Wp= 46.75 lb Fp>=0.3SDS*l WP 25.04 lb z= 12 ft h= 12 ft 2 PROJECT: PV Panels for SHIH Y CHEN SHEET: 3 OF 5 CLIENT: Solar Max Renewable Energy Provider, li DATE: 12/14/2018 BY: Doug Engineering DE JOB NO.: SMX-5008 DESIGN LOADS Dead Loads Uplift Roof 0.6WL CONG.FWLTILE` - 9:6--psf Puplfhi = 23.5 psf 16 psf, MIN 16 PSF 5/8"Ply shtg 1.9 Puprrnz= 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= 6 ft E 1500000 psi Fb= 900*1.5*1.15 1552.5 psi 5.4 in"4 Manowwmd= 1110 ft-lb Span1 6.08 ft MallowLL= 867 ft-lb Span2 7.50 ft See below for Wind Uplift loads Span3 7.50 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) 1.00 1 2.00 2.00 4.08 -252.4 -123.7 -23.16 6.0 -376.1 -505 259.84 48.7 308.6 2 5.41 5.41 0.67 -28.5 -231.3 -16 6.0 -259.8 -154 259.84 48.7 308.6 3 7.41 1.33 6.17 -263.5 -57.0 -16 6.0 -259.8 -351 259.84 48.7 308.6 4 10.83 4.75 2.75 -117.7 -202.9 -16 6.0 -259.8 -559 259.84 48.7 308.6 11.83 Span 1 Uniform DL 6.08 55.4 55.4 9.1 psf 2.0 18.2 plf 84.3 Span 2 Uniform DL 7.50 68.4 68.4 9.1 psf 2.0 18.2 128.3 Reactions at Span1 -225.4 -299.6 Negative values are uplift reactions Reactions at Span2 -49.3 -134.5 Mmaxwindup= 411 ft-lb<1110 ft-lb OK Mmaxwinddown= 606 ft-lb< 1110 ft-lb OK For DL+LL including the PV system weight point loads w= 70.4 plf P= 48.7 lb MmaX= 391 ft-lb<867 ft-lb OK i Deflection Check DDL=5wL4/(384EI) (5*18.2*6.08"4)*1728 = 0.139 in = U 524.1 OK 384`1.5E6*5.4 • PROJECT: PV Panels for SHIH Y CHEN SHEET: 4 OF 5 CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 12/14/2018 BY: Doug Engineering DE JOB NO.: SMR-5008 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuprt= 376.1 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 > 376.1 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp= 66.77 lb Roof slope/module tilt 22 deg Shear= Fp'cos( 22 )= 61.9 lb \ Fp sin(ang) Tension= Fp`sin( 22 )= 25.0 lb Fp cos(ang) Table 11K-NDS Z= 190 1b CD- 1.6 Z'= Z`CD= 304 lb> 61.91 lb OK Withdrawal capacity W'= 1064 lb Interaction Equation fl/F(+fJF„ 0.377 + 0.204 = 0.581 <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 Crossrai148-X is 88"and 72"and 59"for Zones 2 and 3 Use Crossrail48-S PV Rails with a spacing of 72"o.c. max for attachment points,typ. Table 2.17,Maximum Span Length On7-Wind Exposure,C Condition Exposure Roof Wild pnuun Zone 1 _ _Roel Wind Pressure Zone 3Roal Wlnd pnuun Ion.) UiWnete Wind Roll Roof Snow bad WI Roof Snow Load WARoofSnowbed(psi) C speed,vlmpb) TYPe0 10 120 130 lr1. U 60 70 0 10 120 l 30 • 60.. 70in i0 1 20.! 30 • 50 60 70 }5- 46% 86 _ _6C _55 49 45 42 80_ ]4 63 55_ 49 : 45_ 4} 65 _65 X60 49_ 49 43. 88 80 66 66 55 48 43 40 37 ® 72 -66 55 48 43 40 37 ® 48 37 59 59 55 48 43 40 37 115 Yo 4888_85 _8] _]3 55 _S9 49 45 qi_ ,76_ I6 _]3 cd„ 48 49 45..42_ �56 62_ 62-,62'. 48 49 40 -41- 468 46% 8S 78 65 55 48 43 40 37 68 68 65 55 48 43 40 37 56 56 56 55 48 43 40 37 48-8 83 ]] 64 55 48 43 40 37 65 65 64 55 48 43 40 37 54 54 54 54 46 43 40 37 59- 130 n 48-% 78 75 64 55 48 433 40 37 60 '600 W 65 48_48_ 433 4049 37 49 49 49 49 48 43 40 37 N 5R0. 5.5- 47- F 140 48-8 62-61�X60 81_55_ 49_45_,„,42p 62_ E2-_62__61 _§5_ 49_ 45__42 48 -51_91_..52 .51, 49 45__42_ A 46% 7 4 61 54 _47;i. 6 43 40 56 56 56 54 48 43 50 37 Ifi 4fi 46 _4706_ 46 37 'T ,111. .17082 767 80_ R__69„ 59_..5", _85__85_ 85_ 60 54 -69- 59 -55_ ]0 JO_X48 ]o _4643_44_ 55_ 8 0 488-8 69 59 48 43_ 40__3l' 52 _52 52 52_ 43y 40 4l 48_ 43 43_43 49 43 45- 37_ 9b% 69- 69 60 53 48 43 40 3i 52 52 52 53 48 43 35 3] 43 43 43 43 43 43 40 37 %a 575, 105 89 W_-J23.-. )2 41 S9_ 55' 00 _50 _80 84_ Q2_ 64- 55_ 55 65 65 6$_ 65 _61'_ 59 _55, 48%8 65- 65_56 52_-48� 49 _45_.R37 49__49__49 49.._47 43 40 _ _40 40 :554_41-X40-_40 40_.37- 4&% 65 65 58 52 48 43 9D 3] 49 49 49 49 47 43 40 37 40 40 40 40 40 40 40 37 PROJECT: PV Panels for SHIH Y CHEN SHEET: 5 OF 5 CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 12/14/2018 BY: Doug Engineering DE JOB NO.: SMX-5008 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 3544 sf Wpanei= 42.8 lb Wroorexls ng= 15.2'3544 = 53869 lb 25 `Wpanei = 1070 lb Ma/ex/sting= 15'80'4 = 4800 lb Wrestoranay= 257.5 lb Wexisting= 58669 lb Wanay= 1327.5 lb V= 0.263 W Vroorexisting= 15430 lb Existing Total Lateral Force Vroorwpaneis= 15779 lb New Total Later Force % increase= 15779 increase which results in less than a 10% increase in'the 15430 '100%-100% = 2% stress of existing lateral resisting elements 19K 1 00FOH,,G g 6.tit ' J ® t�xHa27 c'% C �esonie}':n/` AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBONaaMONOXIDE ALARMS U Property Address: _ t b 3' S, 9-4 Alt, Arcifi e C,4 91 p 0 G Permit Number: Sail- G9'67.d 6 Brief Job Description: SDZ/ - S'(STet-1 Number of smoke alarms installed: 7 Number of carbon monoxide alarms installed: . I 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/licensinglistinosllicenselistinq brill searchcotest.ohp 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 f o e ping is true and correct, and that.this declaration was executed on (Date) 3/4/r'I at Arcadia, California. Owner's Name (printed/typed): sI ih 11 C'Ln Signature of Owner: it This affidavit must be returned to the City of Arcadia inspector prior to final inspection SILO..' °\LAyRM .SNI ' ' ,01 `MOIREAR��,, tC TON Guest RoomISBathroo I Storage D " Family Room i_ ` Garage FIRST FLOOR PLAN ®= SMOKE ALARM ® = CARBON MONOXIDE ALARM L Mstr Bath PMaster Bedroom Dining Room Kitchen — Bath O 1 Ball C Closet I Closet Closet Family Room F f ® ® Bedroom Bedroom SECOND FLOOR PLAN �=SMOKE ALARM I =CARBON MONOXIDE ALARM