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HomeMy WebLinkAboutUntitled kLlCity of Arcadia,CA .;,, ,.;� x " ermiOSOLR 18053i Development Services Department ( } `-, f ^`,W'r � der��� " Permit Type:Solar 1 240 West Huntington Drive,Post Office Box 60021 _ +e a ' Arcadia,CA 91066-6021 } ,'� `t ' Work"CIass,ficatihn:ResidentialSolar .�a (626)574-5416 �' Permit Status:'ISSUEd'-� ARCADIL- Issue Date:04/10/2018!I Expiration: 10/07/2018 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 32 E Camino Real Arcadia,CA 5789005008 Contacts TEN WONG Owner SOLARMAX RENEWABLE ENERGY Solar Contractor(C-46) PROVIDER INC (626)862-4899 3080 E 12th,Riverside,CA 92507 (951)300-0788 Description:ROOF MOUNT SOLAR FOR SFR 25 MICRO,NEW Valuation: $0.00 Tenant COMBIN.BOX Total Sq Feet: 0.00 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#REC-000846-2018 $300.91 Fire Plan Check Fee Residential $50.00 Inverters $77.78 Amount Due: $0.00 Panels $77.78 Solid Waste Management Fee 2 $1.00 //�/`,� Total: $300. W' /�1 , (//e(P�r 91 0 ,/e•C/Aff--- 5e(. " '1/41C4 2-P'V CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message cOUETED 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. April 10, 2018 Issued By: Date April 10,2018 Page 1 of 1 U~4 oFp ,.,,, if PERMIT/PLAN REVIEW APPLICATION iot "44.,`,' Development Services Department,240 West Huntington Drive,Post Office Box 60021 o\y% Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 City of Arcadia 1LICENSED 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 Code,tand my license is in full force and effect. • 0 I have and will maintain a certificate of consent to self-insure for workers' C�1 License Class 6 License la TIZEHtb' Exp. Date i% 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-BUILDER DECLARATION ave and will maintain workers'compensation insurance,as required by Section 0 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 5TATIE �J i9 0 demolish,or repair any structure,prior to its issuance,also required the applicant 3(3 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 1:1I, 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 for Date 9/`048- Signature sale(Section 7044,Business and Professions Code:The Contractors License gna . __ 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. ❑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. e L���� Title $la N.)0PRINT NAME 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. agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of rcadia to enter u'4 , .• • : :s ye-mentioned property for inspection purposes. f ignature t Date 1/ 0 EK p AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MIl�•,NOXIDE F'vLARMS v Property Address: ,fi; ,mac (2-x,-n ri3,ic . -( Ave. Permit Number: Sp\r - \� - 0 5-5'3 Brief.Job Description: Number of smoke alarms installed: 41 Number of carbon monoxide alarms installed: / 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 Califorilia 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 o_n 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/licensinglistinos/licenselistinq bml. searchcotest.phD 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.regoi g is true and correct, and that this declaration was executed on (Pate) - y 19//Y at Arcadia, California. r Owner's Name.(printed/typed): _ . 7W 1 -11. Signature of Swner: This affidavit must be returned to the City . A ,cadia inspector prior to final inspection SMOKE ALAR., AND CARBON MONOXIDE ALARM LOCATIONS Guest R00D19 vii c Bathroo U Storage 1 (----- 1 Family Room Garage i FIRST FLOOR PLAN •m SMOKE AL M I ® CARBON M,•NOXD®E ALARM 1 ', f; 0, Mstr Bath S. Master Bedroom Dining Room Kitchen 140 Bath ' 41 IP 7,1 ' 1 Hall Closet Closet Closet - - __— Closet Room - . 0 C Bedroom Bedroom SECOND FLOOR PLAN O. SMOKE ALARM I ® CARBON MONOXIDE AL 3\ ;M SITE PLAN SCALE: 1":40'-O" HOUSE PHOTO SCALE: N.T.S. MICROINVERTER SEE PV-2 FOR ROOFTOP EQUIPMENT ARRAY LOCATION WITH BUILT IN CALLOUTS AND ROOF AND ARRAY RAPID SHUTDOWN LOCATED AT EACH DIMENSIONS. EAST CAMINO REAL +L _ 3,', -;, 3 ,, ® PANEL AVENUE `' ! '",t ` — i - 01,0,w ��'- it, 101,_8„ X `.,--_-__F 1. '.5`..,___,•` '-a nom) �Pi P iii 't-— r — �— — 7 r , a 4I! ,4. ` - w um m Z / '' ,, '4�, a x .d01,„, to .. �W U m flhi lay,,..., LP; ,i L': zen--,,,1:., 1 • '‘,., '-- t m 9 L11;0- ❑ . 0 0 -a,,,z `, ,, g W com O '�� f17.-8"> 4, ♦ y a C t A ` 261,11k> 15-9" ❑❑ sp ,/-- \ _ } - I— � _� I L ❑ I SITE PLAN LEGEND '! .❑ ET-_,--,illI I I�i O 0(E)ONE-STORY HOUSE Q(E)DRIVEWAY e ® 7-------------- �` / ©(N)SOLAR PV ARRAY PER TABLE BELOW ,� I I - Q FIRE ACCESS POINT N I Y IR, 5®(E)POOL z ® ©(E)DETACHED ONE-STORY HOUSE O O (7 (E)DETACHED GARAGE N I I.° '� 1 ®(E)PATIO COVER z z co Q I I ®(E)DETACHED STORAGE SHED u o v Q tog' co L. Z g v m N I I I / N BRANCH #OF Q 41 CIRCUIT PANELS TILT,AZIMUTH � 1 13 19° 180° _ — — \ `�— — 2 12 19°,180° a i, 101,-8,. I}, a 0 a y TOTAL#OF w 25 N N PANELS PV-1A CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: Owner: TIN S WONG Address: 32 East Camino Real Ave, 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 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-4020 Date: 4/6/2018 op9QFESS/04,4 oo C69163 u' m BASIS FOR DESIGN EXP.06-30-16 CODE: 2016 California Building Code ASCE 7-10 CNA. * LIVE \P LIVE LOADS 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 lw X pnet30 1.21 1 1 Roof slope = 19 degrees Amb= 20 sf Zone 1 pnet3o= -23.5 psf(interior zones) ;All panels within Zone 1&2 Zone 2 - pnet3o= . -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 4 4 , , 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) 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 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 .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 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= 48.75 lb Other mechanical/electrical components a = 1 Fp= 0.4apSDS*Wp/(Rp/Ip)(1+2z/h) 6647 lb Rp= 1.5 IP= 1 F <= 1.6SDS*IPWP 133.54 lb SDS= 1.712 Wp= 48.75 lb Fp>= 0.3SDS*IpWp 25.04 lb z= 12 ft h= 12 ft 2 PROJECT: PV Panels for TIN S WONG SHEET: 3 OF 5 CLIENT: Solar Max Renewable Energy Provider, Ii DATE: 4/6/2018 BY: Doug Engineering DE JOB NO.: SMX-4020 DESIGN LOADS Dead Loads Uplift Roof 0.6WL COMP SHINGLE 3.5 psf Pupirftzi = 23.5 psf 16 psf, MIN 16 PSF 5/8"Ply shtg 1.9 Pupiirtz2= 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 12.7 psf Downward DL+0.6WL LL 20.0 psf PDL+WL= 19.0 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*1.3*1.15 1345.5 psi 20.8 104 Mallowwind= 1356 ft-lb Span1 10.50 ft Maiiowi_i_= 1060 ft-lb Span2 10.50 ft See below for Wind Uplift loads Span3 10.50 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) (lb) 7.00 1 8.00 8.00 2.50 -89.5 -286.6 -23.16 6.0 -376.1 -716 259.84 48.7 308.6 2 11.41 0.91 9.59 -237.2 -22.6 -16 6.0 -259.8 -217 259.84 48.7 308.6 3 13.41 2.91 7.59 -187.7 -72.1 -16 6.0 -259.8 -547 259.84 48.7 308.6 4 16.83 6.33 4.17 -103.3 -156.6 -16 6.0 -259.8 -653 259.84 48.7 308.6 5 18.83 8.33 2.17 -53.8 -206.1 -16 6.0 -259.8 -448 259.84 48.7 308.6 6 22.24 1.24 9.26 -229.2 -30.7 -16 6.0 -259.8 -284 259.84 48.7 308.6 23.24 Span 1 Uniform DL 10.50 61.1 61.1 5.8 psf 2.0 11.6 plf 160.4 Span 2 Uniform DL 10.50 61.1 61.1 5.8 psf 2.0 11.6 160.4 Reactions at Span1 -28.4 -225.4 Negative values are uplift reactions Reactions at Span2 -42.2 -95.5 Mmaxwindup= 553 ft-lb< 1356 ft-lb OK Mmaxwinddown= 850 ft-lb< 1356 ft-lb OK For DL+LL including the PV system weight point loads w= 59.4 plf P= 48.7 lb Mmax= 902 ft-lb< 1060 ft-lb OK Deflection Check DOL =5wL4/(384EI) (5*12.7*10.5^4)*1728 = 0.223 in = L/ 565.9 OK 384*1.5E6*20.8 PROJECT: PV Panels for TIN S WONG SHEET: 4 OF 5 CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 4/6/2018 BY: Doug Engineering DE JOB NO.: SMX-4020 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT PWUpllft= 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 19 deg Shear= Fp*cos( 19 )= 63.1 lb \ Fp sin(ang) Tension= Fp*sin( 19 )= 21.7 lb Fp cos(ang) Table 11K-NDS Z= 190 lb Co= 1.6 • Z'= Z*Co= 304 Ib> 63.13 lb OK Withdrawal capacity W'= 1064 lb Interaction Equation ft/Ft+f„/F„ 0.374 + 0.208 = 0.582 41IOK 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"for Zone 2 Use Crossrail48-x PV Rails with a spacing of 72"o.c. max for attachment points,typ. CROSSRAIL MOUNTING SYSTEM EVALUATION 60 CELL MODULES ASCE7-10 Table 1.17:Maximum Span Length(In.)-Wind Exposure C Condition Exposure Ultimate Wind Roof Wind Pressure Zone 1 Roof Wind Pressure Zone 2 Speed,V Rail P Roof Snow Load(psf) Roof Snow Load(psf) (mph) Type 010's 20 30 50 60 70 0 10 20 30. ' 50' 60 70 X80 127 118 97 81 71 64 59 55_ 116 116 97 81 71 64 59 55 �- 'X48 95 88 77 66 58 52 - 48 '"4480 80 77 66 58 ,52 48 44 riC - 48-S 91 85` 72 60 52 48 43 4076 72 60' 52 48 43 40 41171-41 .11 8880 66 55 48 43 40 37 72 72 66 55 48 43 40 37 124 117 97 "81: 71 .64 59 55 111 _111 97 81 71 64 59 55 115 X48 93 87 76 66 ' 58' 52 ' 48 44 . 76 76 '76 -66 58 52 48 44 48-S 90 84. 70 60 52 ' 48 43 40 . 73" 73 .70 60 52 48 43 40 48-X 85 78 65 55 48 43 40 37 68 68 65 55 48 43 40 37 X80 122 116 97 81 ,7.1 : 64 59 55 106 106 97 81 71 64 59 55_ 120 X48 91 _ 87 75_ 66 58. 52 48 44 73 '.73 73 66 _ 58 52: 48 44 48-S 87 83 69 60 52 48 43 40' •70 70 69 60 . 52' 48. 43. .40 48-X 83 77 64 55 48 43 40 37 65 65 64 55 48 43 40 37 X80 118 113 95 81_ 71 64 59 55 98 98 95 81 71 64 59 55 130 X48 86 85, 74 ' 65 -' 58; 52- - 48 - 44 67 67 67 65. 58. _ 52 _ 48 44 48-5 82 80 68 59 52 48 43' 40 64 64 64 59. 52 48 . 43 40 48-X 78 75 63 55 48 43 40 37 60 60 60 55 48 43 40 37 X80- 114 _111 93 81_ 71•_ 64 59 55 91 91 91 81 71 64 59 55 N. X48 82 82 72. `64 -58 52 .48 ' 44 ' 62- 62 62 •62 58 ' 52 48 44 0 • ,, , 140 - 48-5 -78 -78: 66 58" 52 48. 43 40 59- .59- 59 58 52 48 43 . 40- 48-X 74 72 61 54 48 43 40 37 56 56 56 54 48 43 40 37 X80 111 108_ 91 ; 80 71 64 59 ' 55 85 85 85 80 7164 59 ' 55 uO X48 77 77 70 62 57 ' 52 48 44 58 58 58 _58' - 57 ^52 48 44 O - .' •48-S 74 74 64 57 '52 48 43 ' 40 55 55 55 ' 55 52 48 43 40 IX 48-X 69 69 60 53 48 43 40 37 52 52 52 52 48 43 40 37 m PROJECT: PV Panels for TIN S WONG SHEET: 5 OF 5 CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 4/6/2018 BY: Doug Engineering DE JOB NO.: SMX-4020 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 3000 sf Wpanel= 42.8 lb Wroofexisting= 9.7*3000 = 29100 lb 25 *Wpanel = 1070 lb Wwallexisting= 15*80*4 = 4800 lb Wrestofarray= 257.5 lb Wexisting = 33900 lb Warray= 1327.5 lb V= 0.263 W Vroofexisting= 8916 lb Existing Total Lateral Force Vroofwpanels= 9265 lb New Total Later Force % increase= 9265 *100%-100%= 40/0 increase which results in less than a 10% increase in the 8916 stress of existing lateral resisting elements COK—'J