Loading...
HomeMy WebLinkAboutSOLR-19-0401 Permit No SOLR-19-0401 ttj>; City of Arcadia, CA ='$_ Development Services Department .i Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 •, f f1 �j Arcadia,CA 91066-6021 Woorr assnccation•Solar-Residential Over 10.KV (626)574-5416 --- r �r - ,vex "' Permit Status:Issued ARCADIA Issue Date:02/27/2019 Expiration: 08/26/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1546 Rodeo RD Arcadia,CA 5766023016 Contacts MIN LIN Owner SUNLUX' Contractor 1546 RODEO RD 800 S ROCHESTER AVE B,ONTARIO,91761 (909)210-0924 1008374 Description:ROOF MOUNT PV SYSTEM, 40 MODULES, 1 Valuation: $ 0.00 Tenant INVERTER,DERATE 175 AMP MAIN PANEL Total Sq Feet: 0.00 Plan Check it Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $308.24 Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-00516-19 $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 L L 4 /?? F-44( %e g4*Jr Se ee�'l F rl�f tnd /A 6z CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. COMPLETED 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 27, 2019 Issued By: Date February 27,2019 Page 1 of 1 Npronvy - •,. 1 PERMIT/PLAN REVIEW APPLICATION It" _..,, fat • 1* Development Services Department,240 West Huntington Drive, Post Office Box 60021 n„ Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia RI LICENSED 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: �itit Chapter 9(commencing with Section 7000,of Division 3 of the Business and trfy Professions Code, land my license is in full force and effect DAD 2 p LI I have and will maintain a certificate of consent to self-insure for workers' 1, License Class 1 0 i No.I OO6 374Exp. DAD1M l-1 compensation, as provided for by Section 3700 of the Labor Code, for the Jr. pe rmance of the work for which this permit is issued. IIP Signature of Contractor OWNER-BUILDER DE RATION 'r - I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of p rjury 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 mason(Section 7031.5,Business and Professions ;' is issued.My kers'compenrsation inssypranee carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Y;4 Carrier l� ind demolish,or repair any structure,prior to its issuance,also required the applicant :; G, Sal (}3� for such permit to file a signed statement that he or she is licensed pursuant to the iq> Policy Number _J 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. Arty violation of ozi 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 1:79 not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): :t.'.1 compensation Laws of California,and agree that if I should become subject to the kt- ,:z workers'compensation provisions of Section 3700 of the Labor Code,I shall forthwith coral with those provisions. ❑I, as owner of the property, or my employees with wages as their sole i;�ti. P compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License r:Dateoa a Signature i 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($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. U I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury'that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date_ Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further�information./� I�(I'` �/ �� rac Name 11 I `$ V t(& `tom V Title Al. I . AtA . .A ie 1 .1i lac r V 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 wit. all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to •: - • I n j e above-mentioned property for inspection purposes. (y� ignature I Date O 1 1 - 1 I DocuSign Envelope ID:340F5C9B-6913-4108-958A-426462E33E80 M 41°417 Ent* . AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBONDead MONOXIDE ALARMS /}�� �y Property Address: /51t � ,, Dead A'�c'z42t' est , 9@0D / Permit Number: c AAA- Brief Job Descriptio : ; ,. I at/ 0 0 , /1 , 4 1 .,t .. i r 0 AAA- 10 Ntlnytj�Y�ofasrrroke lled tiiitnber of car-�builigi ,onideFala7ffisrlmstailede'�-_-1 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.qoVNicensinglistings/licenselistinq timl+ 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 foregoing is true and correct, and that this 2/20 declaration was executed on'(Dateifiavi 19 _ at Arcadia, California. Owner's Name (printer IN LIN Signature of Ownee+ikeSN u ic' `8&,4As4a1FD34F8... This affidavit must be returned to the City of Arcadia inspector prior to final inspection CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS Owner: MIN LIN Address: 1546 Rodeo Rd, Arcadia, CA 91006 INDEX TO CALCULATIONS Sheet Item 1-2 Seismic parameters and determination of F, 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: SunLux 800 S. Rochester, Unit B, Ontario, CA 91761 (909) 390-1796 Project Number: SLE-2111 Date: 1/10/2019 okoFESS/0 BASIS FOR DESIGN r yc CODE: 2016 California Building Code C6gt6a N m ASCE 7-10 EXP.06-30-2020 x LIVE LOADS * * ROOF 20.0 psf ` CIVIL vl- SNOW 0.0 psf '0FCALIf� WIND Exposure C Figur ,'.ez 'y=:T=Components and Cladding V3, 110 mph Tabjeivalues,artkultip}ied 1w r• `'T 1 by.'1 T . r�oAi t off." Ka 1 1 = oh hkrt., 1.21 EXft0 fey '�...,. a aft sylhr�o�fnf��/a F(te,„ cfyi�'(ygD • Pnet= I x Ke x ' T/,Iw�`�/// 1/?Jy/ 'f•aip Buffo ds�Or, l '•'a:, Roof slope 1.21 25 degrees //c�r��s�4��/�i},„�I�,�'1�'�l�ts,.�,•�'r7/cf'c nd~title Attie= 20 sf kyr_/q p�r`�U /Q i U//0 /�O r�('”iii�ffob Zone 1 P„et3o= -23.5 psf(interior zones ,�IP rfe�& thi�Ft oneeJ 2 57.6 )Zone 2 Pne190= -38.6 psf(end zones) :Pep 2'6h,2%;31 e r/d� !¢F �nof Downward for all zones 13:8 psf(Corner Zones within 2)"(1 71 0`/(,,����, 40b Aysio /oohs o l'?t 1pf/se; `)/7/00/' • r.�',ttic* 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 31>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 - - - Fit= 1.500 (interpolated) SM1 = Fv'31 = 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 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 SMI = 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= 32.9 in Ap= 14.6 ft` PV unit weight including racking = 3 psf Wp= 43.83925 lb Other mechanical/electrical components ap= 1 Fp=0.4apSDS`Wp/(Rp/Ip)(1+2z/h) 60.04 lb Rp= 1.5 Ip= 1 Fp<= 1.6SDS*IpWp 120.08 lb SDS= 1.712 Wp= 43.83925 lb Fp>=0.3SDS•IpWp 22.52 lb z= 12 ft h= 12 ft 2 PROJECT: PV Panels for MINI LIN SHEET: 3 OF 6 CLIENT: SunLux DATE: 1/10/2019 BY: Doug Engineering DE JOB NO.: SLE-2111 DESIGN LOADS Dead Loads Uplift Roof 0.6WL 40e90_140I:ATTTIEL>".:;m 9:0'3fry• Puputzi = 23.5 psf 16 psf, MIN 16 PSF 5/8"Ply shtg 1.9 Paper= 38.6 psf 23.159 psf Rf Frm'g 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 Pot+wL= 19.0 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 inA4 MagowwUb= 2176 ft-lb Span1 11.50 ft Malloy/LI= 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) Ib) (Ib) (Ib) (Ib) -1.50 1 -0.50 -0.50 12.00 -352.6 14.7 -23.16 5.3 -337.9 169 233.45 43.8 277.2 2 2.98 2.98 8.53 -173.1 -60.4 -16 5.3 -233.5 -515 233.45 43.8 277.2 3 4.98 4.98 6.53 -132.5 -101.0 -16 5.3 -233.5 -659 233.45 43.8 277.2 4 8.45 8.45 3.05 -61.9 -171.5 -16 5.3 -233.5 -523 233.45 43.8 277.2 9.45 • Span 1 Uniform DL 11.50 69.9 69.9 9.1 psf 1.3 12.2 plf 201.0 Reactions at Span1 -650.1 -248.3 Negative values are uplift reactions Mmaxwindup= 823 ft-lb<2176 ft-lb OK Mmaxwinddown= 1864 ft-lb<2176 ft-lb OK For DL+LL including the PV system weight point loads w= 46.9 plf P= 43.8 lb Mmax= 1009 ft-lb<1700 ft-lb OK Deflection Check DDL=5wL4/(384E1) (5'18.2*11.5A4)'1728 = 0.134 in = U 1032.4' 384'1.5E6'47.6 PROJECT: PV Panels for MIN LIN SHEET: 4 OF 6 CLIENT: SunLux DATE: 1/10/2019 BY: Doug Engineering DE JOB NO.: SLE-2111 DESIGN LOADS Dead Loads Uplift Roof _ 0.6WL `FeeLLED OMP s,u s = ‘ Pupdm = 23.5 psf 16 psf, MIN 16 PSF 5/8"Ply shtg 1.9 Puyiftr2= 38.6 psf 23.16 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 0.61'3-0.6'23.2 -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 2x8 RAFTERS @ 16"o.c Spacing 1.33 ft Trib panel width= 4 ft E 1500000 psi Fb= 900'1.2'1.15 1242 psi 47.6 init.!) Msuawwind= 2176 ft-lb Span1 17.50 ft MaIbwLL= 1700 ft-lb Span2 17.50 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=DLI-WL Pts) a b R1 (Ib) R2(lb (psf) (ft) (Ib) Ib) (lb) (Ib) (Ib) 6.75 1 7.75 7.75 9.75 -141.3 -112.3 -23.16 4.0 -253.6 -1095 175.2 32.9 208.1 2 11.23 11.23 6.28 -62.8 -112.4 -16 4.0 -175.2 -705 175.2 32.9 208.1 3 23.40 5.90 11.61 -116.2 -59.0 -16 4.0 -175.2 -685 175.2 32.9 208.1 4 26.87 9.37 8.13 -81.4 -93.8 -16 4.0 -175.2 -763 175.2 32.9 208.1 27.87 Span 1 Uniform DL 17.50 67.9 67.9 5.8 psf 1.3 7.8 plf 297.1 Span 2 Uniform DL 17.50 67.9 67.9 5.8 psf 1.3 7.8 297.1 Reactions at Span1 -136.2 -156.8 Negative values are uplift reactions Reactions at Span2 -13.5 -25.9 Mmaxwindup= 1053 ft-lb<2176 ft-lb OK Mmaxwinddown= 1768 ft-lb<2176 ft-lb OK For DL+LL including the PV system weight point loads w= 39.6 plf P= 32.9 lb Mmax= 1397 ft-lb< 1700 ft-lb OK Deflection Check DOL=5wL4/(384E1) (5*12.7'17.5A4)'1728 = =0.5 inU 419.9]K 384'1.5E6'47.6 PROJECT: PV Panels for MIN LIN SHEET: 5 OF 6 CLIENT: SunLux DATE: 1/10/2019 BY: Doug Engineering DE JOB NO.: SLE-2111 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT P92l,Pl;v= 337.9 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 > 337.9 Ib is CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp= 60.04 lb Roof slope/module tilt 25 deg Shear= Fp*cos( 25 )= 54.4 lb \ Fp sin(ang) Tension= Fp'sin( 25 )= 25.4 lb Fp cos(ang) Table 11K-NDS Z= 190lb Co= 1.6 Z'= Z'Co= 304 Ib> 54.42 lb OK Withdrawal capacity W'= 1064 lb Interaction Equation fl/F3+fl/F„ 0.341 + 0.179 = 0.52 <1 OIC 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 Crossraii48-X is 88"and 72"and 59"for Zones 2 and 3 Use Crossrail48-S PV Rails with a spacing of 64"&48"o.c.max for attachment points,typ. TOSNLIT Minimum Span Length Rn.l-Mud Exposure%condition Exposurepe0 Roof Wind Pressure Zona l Roof Wind Rwura Sono 2 Roof Wind p n Zoo.3 Inn-nate Wind`/ P f Snow Load(MO Roof Snow load 1psfl Roof Snow Load fpsfl C Speed.Jm.'We a 10 20 irir. n . 0 10 ! 20 417311.1� . 0 10 20 3a -, 150 60 ]o • 111; �lly8f 118 91 al 72 6472 W- 116. 9] 816 ]2'72' 6495 96 9_ 81 R 64 -59 55. ¢ 1101 )p$ _8 66 55 _Ss 9 • 0 _ • f0 14 63 ..55-. 43 454265 X59 64 55. 49, 45 _42_ 4& 854 80 66 55 43 43 40 37 1 71 72 66 55 48 43 40 37 59 59 59 55 48 43 40 37 43- I 64 85 78 65 55 48 43 98 37 fib 68 65 55 48 43 40 37 56 56 56 55 48 43 40 37 } rrr %80 121.__56_ 597- 64 _55 19 4 .•1 120 484 _pt _77_.,,-64 .55- 488-43 40_,_,37 ,65_ 65-54_55- 45_'49,-�40-,,,37_ 54-,_54�.554y-54 X48--43 40 37_ 46% 1 64 55 4872 43 40 37 65 65 fi4 55 72 03 40 37 54 54 54 54 48 43 40 537 5 )t %® I3fl 113 96 81 R 64 39 55 98 98 81 R _fN 59 55 ® e0 e0 e0 71 64' 59 5$_ ' (5 1l0 484 ]8 75 64 54-55_ 48_43- 40e_37 60,„60 60_55_a 48_X43 _40 X32- -49_49_49-_49 -45 43 40 X37 55 48 43 40 37 60 9603 9601 55 48 43 40 37 49 49 49 49 48 43- 40 37 4¢ 05 Y 74 72 61 54 43 43 40 37 56 56 56 54 48 43 40 37 46 45 46 46 46 43 40 37 ZFU ]I3 f� 93 80 R 64 59 55 85 R$ _85 Bo ]2 M 59 55 ]0 ]0 T1 ]0 A fig _59 _55 g 4&Y 69 69 8% 69 69 67 60 _54 49 45 42 58 58 59 58 54 r49 45 42- 43 48 4 .48 48 43- 45_43 I'a 89 53 48 43 40 37 52 52 52 52 48 43 40 37 43 43 43 43 43 43 40 37 %80 105. 105 69 80 _R 61 59 _55 80_ 80 _80 01 ]2 _G 59 55 65 65 55_ _55 65 54 59_ 55 .N 484 -65 -62-..86..59 -54 -49..45_42a -54--54a 54 34.. 5311-49-X45..X42.. ._44-X44_40 -44 44 40 37 4A% 65 65 58 52 48 43 40 37 49 49 49 49 47 43 40 07 40 40 40 40 40 40 40 3] • • • PROJECT: PV Panels for MIN LIN SHEET: 6 OF 6 CLIENT: SunLux DATE: 1/10/2019 BY: Doug Engineering DE JOB NO.: SLE-2111 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroorexisting = 7046 sf Wpanel= 41.5 lb Wrooredstmg= 15.2*7046 = 107099 lb 40 *Wpanel = 1658 lb Wwanexisvng= 15*80*4 = 4800 lb Wrestofarray= 502 lb Wexisting= 111899 lb Warray= 2160 lb V= 0.263 W Vroorexisting= 29429 lb Existing Total Lateral Force Vrootwpaneis= 29998 lb New Total Later Force % increase= 29998 •100%-100% = 2% increase which results in less than a 10% increase in the 29429 stress of existing lateral resisting elements OK ALE: 1":40'-0" HOUSE PHOTO SCALE: N.T.S. ARRAY LOCATION s , ° rIm .r 9 ,l ' t m 2 u,c.d . N m y W O S 1•\ - - 7000,# r .4 ¢..m 2 tial ^J� �T h',, -" i `°_.+-^_ a m O a U :"y' • Z II 11 ti D tn 0 v „ 4 C' i, _,a7-"-r31-----c,}.- tL• Wit,_"> .• 4• ` 4" ."' 2 SITE PLAN LEGEND 0 (E) TWO-STORY HOUSE I m 0 (E) DRIVEWAY H la 0 (N) SOLAR PV ARRAY PER TABLE BELOW • 0 FIRE ACCESS POINT Lo 05 (E) POOL o r © (E) TENNIS COURT D.ciii © (E) DETACHED STRUCTUREcn a o ma A O o a INco Z W U o 6 J OKo os . 0, SEE PV1 B FOR FIRE ACCESS PATHWAYS PV-2 FOR ROOFTOP < o ' EQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. ° = a 41 STRING PANELS TILT, AZIMUTH r 0 re 1 14 25°, 180° ¢ x°a a 2 14 25°, 180° a N N 3 12 10°, 180° .. LL SI C- Z y LU O N i— ce)N TOTAL If OF 40 PANELS PV-1A • SITE PLAN OPTIMIZER WITH BUILT IN ' RAPID SHUTDOWN LOCATED AT EACH PANEL •O O 301'-7" I �frkla � ❑ ° ° 133'-9" ❑ 13131313131313131 ® mEl Cri°70 C8112--t OEM • 0 141'-0" ❑ 45'-0„ \0000,_©QQ QQQ�� Aira MAE 295'-9" ® p O