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HomeMy WebLinkAboutUntitled W SSW r▪ ,x 4 ¢' ry "', e. Q ,`� City of Arcadia, CA ' Permrt No SOLR'20 1996,' It f,ff.f Development Services Department s w�- �-e-Li-_ , , Pern)ft Type Solar te' ' . vr, 240 West Huntington Drive,Post Office Box 60021 (E., ..,Y, g i j�x ,,,,,-t"'„• 4'''' ,i,'••1,,7,',.:,,,. , f. 7 Arcadia,CA 91066-6021 j � ; Work'Classifica▪tion.Solar Residential (626)574-5416 1 Permit Status Issued , ARCADIA lssue�'Date_i2/01/2020_ Expiration:12/01/2021�� Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1126 VALENCIA WAY Arcadia,CA 91006-2404 5771031012 k Contacts SEAN FRENCH Owner LA POWER CENTER CORPORATION* Contractor 1126 VALENCIA,ARCADIA,91006 740 E VALENCIA AVE,BURBANK,CA 91501 (818)281-7328 978687 Description:ROOF MOUNTED SOLAR SYSTEM ON GARAGE 17 = Valuation: $0.00 Tenant ., MODULES,1 INVERTER ` Total Sq Feet: 0.00 Plan Check# Plan# r =•reezn:=�rmart :.._......k_ A^-a,..wva�.w, .a.:,.,_ u _te.' r�xo rrx..'..:'t»a,�,_rs;a a:e,.t.-nr_.�n.x= Fees Amount payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees $324.72 Distribution Panel $16.48 Cash/Receipt#REC-06167-20 $324.72 Electrical Permit Issuance Fee $47.01 Inverters Amount Due: $0.00 $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $324.72 . ( COMPLETED I pi f"--(...,-... (2 //,74, ----\_--- 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. 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. December 01, 2020 Issued By: Date December 01,2020 Page 1 of 1 Of 4�uF nyc9d ti OviT, PERMIT/PLAN REVIEW APPLICATION imsam Development Services Department,240 West Huntington Drive,Post Office Box 60021 of Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of t. Arcadia LICENSED 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,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 License No. Exp. Date 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 ❑ I have and will maintain workers'compensation insurance,as required by Section El 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 demolish,or repair any structure,prior to its issuance,also required the applicant 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 ❑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 for 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. ❑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 Title 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 upon the above-mentioned property for inspection purposes. Signature Date . rI ONTRACTOR 5.525 DC KW SOLAR PV STRING INVERTER SYSTEM - ROOF MOUNT >.„ FRENCH RESIDENCE "� 1 126 VALENCIA WAY.ARCADIA,CA 91006 . GREEN ROAD SOLAR Energizing Your Future PooltivolV LA POWER CENTER CORPORATION 620 THOMPSONAYE UNIT 28 (E)200A MAI GLENDALE CA 91201 PHONE 818-634-6527 SERVICE PANEL GENERAL NOTES CIO CA LICENSE#978687 • 1. WORKING CLEARANCES AROUND ALL ELECTRICAL EQUIPMENT 9 I25ASUBPANEL"POC" SHALL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. / PROPERTY UNE ---- 2. PV EQUIPMENT AND ALL ASSOCIATED WIRING AND ' >"' - -- - INTERCONNECTIONS SHALL ONLY REINSTALLED BY QUALIFIES �_ PERSONS.CEC 690.4 U7 3. ROOFTOP MOUNTED PV SYSTEM PANELS AND MODULES SHALL MEET AR --OMAN SAKI,LICENSE HOLDER (N)3DISCONNECT A MINIMUM FIRE CLASSIFICATION AS REQUIRED BY R902.4 AND CBC 1505'9' I I N)SESOOOH{1S(240V) 4. ROOF ACCESS POINTS..ROOF ACCESS POINTS SHALL BE LOCATED IN OWNER _4 SOLAREDGESETAPPHD AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS,AND INVERTER LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN U _ '• U \J I LOCATIONS WHERE THEACCESSDOESNOTCONFCTW WITH FRENCH -. ' ` • I OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS,WIRES OR SIGNS R331.4.1).LADDERS SHALL BE OSHA APPROVEDZ — (D1-STORY -SIM I THE STRUCTURE FOR INSPECTION P RU OSES.CONTTRD ACTO REDARE RESIDENCE 2532 SOFT REQUIRED TO BE PRESENT FOR THE FIRST AND/OR FINAL W ..•.•• .-. . 1D GARAGE INSPECTIONS. J ;,.,..�y y 5. APPROVED SMOKE AND CARBON MONOXIDEALARMS ARE REQUIRED J _t}��I.'•I:•;i; I WITHIN THE DWELLING UNIT AND SHALL BE FIELD VERIFIED EITHER - . . 'APN:5771031012'-••^ �3?C¢r„eL+'•Mys@t IY1..•" R.bG:[lS�:SR�3�l:��i THROUGH FINAL BUILDING INSPECTION.SMOKE ALARMS ARE PROJECT TITLE REQUIRED TO BE INSTALLED INALL BEDROOMS,OUTSIDE EACH _ _ _ ..'321,-.....'...4...4', RC;' I BEDROOM,AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. ' - I R:? ;:•ii•,¢q:,,(':;3¢p; CARBON MONOXIDE ALARMS ARE REQUIRED OUTSIDE EACH 5.525 DC KW • ,).'.!(•e IY:F:$�it lOi, BEDROOM AND AT LEAST ONE ON EACH FLOOR OFTHE HOUSE. ,qqb.,,�r;. 1 (D DRIVEWAY LI:'Fii:1,•"'" C,:„ R314.1.R315.1 5.103 NW CEC-AC RATING -•1.1b''• `I Ibli:'> 6. NOTIFY SERVING UTILITY BEFORE ACTVATION OF PV SYSTEM. STRING INVERTER SYSTEM PROPERTY LINE JOBSITEADDRESS'- SITE PLAN (N)17Q.PEAK DUO-G5325 1126 HANHWA 0 CELL MODULES • SCALE:1"=20' WITH P340 SOLAREDGE VALENCIA-WAY ,,I LEGEND: OPTIMIZERS • (E)-EXISTING ARCADIA,CA (N)-NEW 91006 • PROJECT SITE . -TI'ZZ. :REVISION PROJECT SITE SHEET INDEX 4 "• ' R 'iy_"r�g ''�' t' �I DATE DESCRIPTION OWNER: SEAN FRENCH Al SITE PLAN.PROJECT INFO y „,,k.,•, - r •`_"E' �-rx,,r'•''a 1 126 VALENCIA WAY ADDRESS: A2 SINGLEMOUNTING ROOF PLAN _r. T, i e A;o l') ARCADIA CA 91006 E7 SINGLE UNE DIAGRAM ; T . a ,. ii” r�,i,•'i11 ''1 PHONE 815472-1484 E1.1 LOAD CALCULATIONS 2. i DATE EMAIL SEAN.P.FRENCH@GMAILCOM E2 ELECTRICAL CALCULATIONS • ;� �• T � `,-� PI. DRAWN: g22-20 ' APN: 5771031012(LOS ANGELES COUNTY) E3 REQUIRED SIGNAGE EiT. '1 DESIGN BY: UTILITY: SCE E3.1 REQUIRED DIRECTORY&PV NOTES • A �211CC. corsraucnoN rem VB E4 MODULE DATA SHEET ro'�'e.A,. a v . - i 4,,. - -1tPr^- OCCUPANCY:WE R3-RESIDENTIAL E4.1 MODULE CERTIFICATION 7726 ValelMa Way, �1. 1 •. •t►` �.!.�+ '"'"."0,,,;• lE PROJECT SCOPE E5 INVERTER DATA SHEET 1..... , B1fdD�T(D)7 _II 4 I I vC/ `D INSTALLATION OF ROOF MOUNT SOLAR PV SYSTEM E5.1 INVEH I EIHCERTFICATIONAM INC. F B1f3Ut'EIC'G1ID -Ii � e rrv� UAG 325WATTSQ.PEAK DUOG5325 E6 OFTMIZIO DATA ATA EET T 44 x - ) / NEW EQUIPMENT: 17 SI-51,1 STANCHION DATA SHEET Had of Fame, 11 ��rt �` I ; m HANHWA O CELL MODULES 52 RACKING DATA SHEET9L FF r+ror�az3sa�aor 17 P340 SOLAREDGE OPTIMIZERS of America Baseball Cards® n 'Belt Fr I` I;! 1 SE5000HUS(240V) 53 RACKING ENGINEERING dal Comer SOLAREDGE HD INVERTER 54 RACKING GROUNDING • 1 �' • v�TSFIEET TITLE E FauNIIiBNd Z IoNt StarbuckaE f "s"-...-'---7".. „� • NEW SYSTEM SIZE: 5.525 DC KW RATING 55 RACKING CERTIFICATION 1. I F 5.103 CEC ACRATNG APPLICABLE CODES D •�� T � ` SITE PLAN SERVICE: IXISTNG200AMAIN SERVICE 08.38 OFT CVSW 6'' ., -�¢t VICINITY MAP ARRAY AREA: 18.14 SOFT x 17 = 308.38 SOFT 2019 CA BUILDING CODES z ,. P 2019 CA RESIDENTIAL CODES 6 ;s,'k _ 1. 97, • 2019 CA MECHANICAL CODES mme Ia.. ' + t f „V 2019 CAFIRE LECTRIES v- -r-.� i,r ;{.1, ! SHEET NUMBER 2019 CA ELECTRICAL CODES .t• 4 2019 BUILDING ENERGY EFFICIENCY STANDARDS •�+y -� . A i'i VICINITY MAP VZ1 AERIAL VIEW -- CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: Owner French Residence Address: 1126 Valencia.Way,Arcadia, CA 91006 . INDEX TO CALCULATIONS Sheet Item 1-2 Wind parameters 3-4 Seismic`parameters and determination of Fp 5 design loads, roof member check, wind uplift check, deflection 6 attachment check, rail span check 7 lateral check Engineering Calculations Performed.By: Doug Engineering 20271 Lighthouse Lane, Huntington Beach, CA 92646 949-285-5104 Engineering Calculations For Green Road Solar 9862.Glenoaks Blvd, Sun Valley, CA 91352 (818) 807-6527 Project.Number GRS-1128 Date: 10/.15/2020 Q4pFESSI .0 N4z BASIS FOR DESIGN y��Jo � %�yc- CODE: 2019 California Building Code c`� A. ' 1 • ASCE 7-16 LIVE LOADS * EXP. 06/30/22 ROOF 20:0 psf 197F OFIC A�\EAV ��`, SNOW 0.0 psf • • ASCE 7-16 FLUSH MOUNTED SOLAR PANELS Type of Roof Gable Roof Slope-0=Angle of plane of roof from horizontal, in degrees 0= 23 deg Mean Roof.Height-Eave height will be used for 0<= 10deg h = 15 ft. Building dimensions s1 = 30 ft s2= 40 ft a= 10% of least horizontal dimension or 0.4h,whichever is smaller, but not less:than 4%of the least horizontal direction or 3 ft a= 3ft B= Horizontal dimension of building normal to wind direction, in ft. B= 30 ft Horizontal dimension of building Attachment Spacing Effective Area A= 11 ft2 P = gn(GCp)(YE)(Ya) 29.4-7 FIGURE 30.3-2C Components &Cladding h<=60 ft:External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings- Gable roofs 20<=27deg ROOF OVERHANG Velocity pressure Exposure. Coefficients (GCp)down = 0.53 0.53 Kzt = 1 (GCp)upzl = -1.5 -2 Kd = 0.85 (GCp)upz2e = -1.5 -2 KZ = 0.85 (GCp)upz2n = -2.45 -2.97 Ke = 1 (GCp)upz2r = -2.45 -2.97 YE = 1.5 (GCp)upz3e = -2.45 -3.53 Ya = 0.78 (GCp)upz3r = -2.88 -3.78 V = 110 mph cin =: 0.00256KzKztKdKeV2 qn = 22.4 psf p = 26.208 *(GCp) 1 ASCE 7-16 Diagrams yy ia"I aI - 'al. I 1 I I I I j I I I pp :0 :rl .p p I I i I t i I I I I B i I ELEVATION ?DT 3 -1007® T© PLAN' Notation a=10%of least horizontal dimension or:0.4h,whichever is smaller,but not less than either.4%,of least horizontal dimension or 3 ft(0.9 m).If an overhang exists;the edge distance shall be measured from the outside edge of the overhang.The horizontal dimensions used to compute the edge distance shall not include any overhang distances. B=Horizontal dimension of building measured normal to wind direction,in ft(ni): h=Mean roof height,in ft(m). 0=Angle of plane of roof from horizontal,in degrees. Wind.Pressures Wind Down--All Zones 13.9 psf 10 psf, MIN ROOF OVERHANG Zone 1 -39.31 psf -52.42 psf Zone 2e -39.31 psf -52.42 psf Zone 26 64.21 psf -77.84 psf Zone 2r -64.21 psf. -77.84 psf Zone 3e . -64.21 psf -92.51 psf Zone 3r -75.48 psf -99:07 psf All panels are in Zones 1 and 2e ROOF OVERHANG Use -39.31 psf -52.42 psf 0.6*W -23.6 psf -31:5 psf 2 ASCE 7-16 Soil Site Class D Seismic Use Group = SS = 2.568 Mapped Spectral Response acceleration in short periods S1 = 0.979 Mapped Spectral Response acceleration at one second periods Table 1613.2.3(1) Values of Site Coefficient Fa SITE CLASS SS<0.25 SS=0.5 SS=0.75 SS= 1.0 SS>1:25 SS>1.5 A . 0.8 .. 0.8 0.8 .. 0.8 .. 0.8 0.8. B 0.9 . . 0.9 0.9 0.9 1.0 1.0 C 1.3 . 1.3 1.2: . 1.2 1.2 :1.2 D 1:6 :. 1.4 . . . 1.2 . . 1.1 1.0 :. 1.0 E 2.4 . 1.7 . 1.3 - - - F - _ - _ Fa= 1.000 (interpolated) SMS=Fa*SS = 2.568 Table 1613.2.3(2) Values of Site Coefficient Fv SITE CLASS S1<0.1 S1=0.2 S1=0.3 S1=0.4 S1>0.5 S1>0.6 A 0.8 0.8. 0.8 . 0.8 0.8 . 0.8 0.8 B - 0.8 . 0.8 0.8 :0.8 0.8 . 0.8 1.5 1.5 1.5 1.5 1.5 1.4 D 2.4 2.2 2.0 1.6 1.5 . 1.7 E 4.2 _ F - Fv= 1.700 _ (interpolated) SM1 = Fv*S1 = 1.664 SDS=2/3*SMS= . 1.712 SD1 =2/3*SM1 = 1.110 SDS RISK CATEGORY SD1 RISK CATEGORY > I, II I III IV > 1, 11 I Ill I IV . 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 3 ASCE 7-16 Seismic Use Group = Seismic Design Category = E = 1 SS = 2.568 S1 = 0.979 SMS = 2.568 SM1 = 1.664 R = 6.5 Height = 11.375 T=0.035*hn^.75 = 0.21679 r(Reliability/Redundancy Factor) = 1 SDS = 1.712 SD1 = 1.110 (ASCE 7-16 12.8-2) Cs= SDS/(R/I) = 0.2634 W (ASCE 7-16 12.8-3) CS<= SD1/[(R/I)T] = 0.787 W (ASCE 7-16 12.8-5) C5>= .01 = 0.01 W If S1>0.6g (ASCE 7=16 12.8-5) CS>=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= 33.2 in AP= 11.1 ft` PV unit weight including racking= 3 psf WP= 33.2 lb Other mechanical/electrical components aP= 1 FP= 0.4apSDS*WP/(RP/Ip)(1+2z/h) 45.47 lb 13.3-1 RP= 1.5 Ip= 1 FP<= 1.6SDS*IPWP 90.94 lb 13.3-2 SDS= 1.712 Wp= 33.2 lb Fp>= 0.3SDS*IPWP .17.05 lb 13.3=3 . z= 15ft h= • 15 ft 4 PROJECT: PV Panels for French Residence SHEET: 5 OF 7 CLIENT: Green Road Solar DATE:10/15/2020 BY: Doug Engineering DE JOB NO.:.GRS-1128 - DESIGN LOADS Dead Loads Uplift Roof : 0.6WL CONC. FLAT TILE 9.0 psf 0.6WL Zone1 and 2c =23.6 psf, MIN 10 PSF 5/8" Ply shtg 1.9 Overhang -31.5 psf Rf Frm'g 2.8 PWLdown= 13.9 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3-23.6 -21.8 psf Zone 2 - 0.6*3=31.5 -29.7 psf Total DL 18.2 psf Downward• DL+0.6WL LL 20:0 psf Poi_+wi:= 13.0 psf SNOW 0.0 ' psf ' Rafter Check Existing 2x6 RAFTERS @ 24"o.c Spacing 2.00ft Trib panel width= 4 ft E 1500000 psi Fb= 900*1.3*1.15 1346 psi • 20.8 in^4 Maiiowwind'= 1356 ft-lb . Span1 11.00 ft Maiiowt.t.= 1060 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) (Ib) (Ib) 0.00 1 1.00 1.00 . 10.00 237.1 23.7 23.6 .4.0 260.8 237 110.5 33.2 143.7 2 4.53 • 4.53 ' '6.48 153.5 107.3 23.6 • '4.0 260.8 695 110.5. 33.2 143.7 3 6.53 6.53 4.48 106.1 154.7 23.6 4.0 260.8 692 110.5 ' 33.2 143.7 4 10.05 10.05 0.95 22.5 238.3 23.6 4.0 260.8 226 110.5 33.2 143.7 11.05 Span 1'Uniform DL • '11.00 100.3 100.3 9.1 psf 2:0. 18.2 'plf 275.9 Reactions at Span1 • 619.5 624.3 Negative values are uplift reactions Mmaxwindup= 980 ft-lb< 1356 ft-lb OK Mmaxwinddown= 1246 ft-lb< 1356 ft-lb OK For DL+LL including the PV.system weight point loads w= 70.4 plf P= 33.2 lb Mmax= 1033 ft-lb< 1060 ft-lb OK Deflection Check Doi=5wL4/(384EI) (5*18.2*11^4)*1728 = 0.384 in = L/ 343.5 OK 384*1.5E6*20.8 PROJECT: PV Panels for French Residence SHEET: .6 . OF 7 : CLIENT: Green Road Solar DATE: 10/15/2020 BY: Doug Engineering DE JOB NO.: GRS-1128 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwupist= 260:8 lb 5/16" Lag with min 2.5"penetration for each attachment Table 12.2A-NDS-Lag Screw Withdrawal Values For 5/16"Lag into.5G wood 266 lb Allowable wind load= 1.6*2.5*266 1064 lb > 260.8 lb OK , CHECK SCREW.ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp'.= 45.47 lb Roofslope/module tilt 23 deg Shear= Fp*cos( 23 )= 41.9 lb Fp sin(ang) Tension= Fp*sin( 23 )= 17.8 lb Fp cos(ang) Table 11K-NDS Z= 190 lb . CD= 1.6 • Z= Z*Cp= 304 Ib> 41.86 lb OK Withdrawal capacity W= 1064 lb Interaction Equation ff/Ft+f,/F„ 0.262 + 0:138 = 0.4 <1 OK RAIL SPAN CHECK Ironridge Railing Check Load for half a panel=2.7' Wxri„= 62.1 . . plf Per the Ironridge Structural Analysis of.the Ironridge XR10 Rail for 110 mph and 0 psf snow,the max span for XR10 Ironridge Rails is 79"for Exposure C Use XR10 Rails with a spacing of 48'.'o.c.max for attachment points: Rail: XR10 WJrtd Boot (Gr .n.ya. •10.psf . 20 psf 30 psf' 40 psf- Speed Slope iniPlr1 rdeR.1 GuruIl Grmwp2 Grwp3 422 Graup2 Grra*2 Group Group 21GYmug3 Gm-71 Gr 2l Grmaap2 GvmagpH Gtamp2 Gamarp3 Gamaap Il' 820 89 86 83 79 79 '79 66 66 66 65 65 65 59 '59 59 53 1 " .90 22-n . 89. 89 89 76, 76 ' 76 64 64 64 64 64 64 68' 58 . 68 SS mph 28-45 90 90 90 74 74 . •74 64 64 64 54 64 64 58 SS 58 S4 I. 9• 8-20. 88' 83 80 79 79 79 66 66 66 65 65 65 59 ' 59 59 53 5. 212.7- 89 89 .. - .. 61 64 64 64 64 58 58 S8 55 mph. 28-45 '90 99 89 86 7496 7476 747664 64 6464 64 64 64 58' 58 58 54 100' 8-20 85 79 . 77 ,79 .79 77 66 66 66 65 65 65 59 59 59 53 I 21-27 ' 89 86 86' ':76 76 ' ' 76 64 64 64 64 64 64 58 S8 53. ' 55 •1' ' mph_ 28-45 . 90 . 90 80 .74 - . 74 -74 ' 64 64 64 64 64 64 58' S3 58 54 105'. 8-20' 82 75 72 •79 75 " 72 . 66 66 66 65 65 65 59 59 S9 53 1 • 21-27 ' 89 . 82 82 76 76 76 64 64 64 64 64 64 58 58 58 55 1 mp' - 74 74 ' '•74 64 64 64 64 64 64 58 S8 58 54 1 30 6-20 .79. 72 67 '79 '. 72 67 66 66 66 65 65 , 65 59 59 59 53 212 .89. .79 79' .76 76 76 64 64 64 64 64 64 58 68' 58 . 55 1 mph. 28-45 ' 88' 86 ' 72 74 74 '72 64 64 - 64 64 64 64 58 58 58 54 115• 8-20 - 77 67 64 '77 67 64 66 66 64 65 65 64 59 59 59 53 21-27 '88 . 75 77 . 75 "6 4 64 "6 4 64 "6 4 58. 58 58 SS mph 213-45 84 80 75 67 77476 ' 74' 6775 64 64 64 64 64 66464 58 , 58 58 54 -120 8-20' 73 64 . 61 :• 73 64 61 66 64 61 65 64 61 59 59 59 : 53 1 21-27 .'86• 72 •' ' 72' .176 72 . . 72' 64 64 64 64 64 64 S8 59 58 SS °mph 28-45 .80.. . 77- 64 '74 .94. 64 64 64 64 64 64 64 58. 58 . 58 54 130 8-20 66 68 54• 66 58' 64• 66 58 54 65 58 54 S9 '58 ' 54 53 I 21-27 . 80 64 64 .:76 64 64 64 64 64 64 64 64 58 . 58 58 65'1 mph. 28-46 74 69 57 '74 ' 69 57 64 67- 57 64 64 57 58 58. 57 54 PROJECT: PV Panels for French Residence SHEET: 7 OF 7 CLIENT: Green Road Solar DATE: 10/15/2020 BY: Doug Engineering DE JOB NO.: GRS-1128 • LATERAL ANALYSIS - DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 2532 sf Wpanei= 41.2 lb Wroofexisting= 15.2*2532 = 38486 lb 17 *Wpanel = 700.4 Ib Wwailexisting= 15*80*4 = 4800 lb Wrestofarray 222.7 lb Wexisting= 43286 lb Warray= 923.1 lb V= 0.263W Vroofexisting= 11384 lb Existing Total Lateral Force Vroofwpaneis= 11627 lb New Total Later Force increase= 11627 *100%-100% = 2% increase which results in less than a 10% increase in the 11384 stress of existing lateral resisting elements OK