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HomeMy WebLinkAboutSOLR-21-1285 7 City of Arcadia, CA Permit NO. SO LR-21-1285 Development Services Department Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 Work Classification:Solar-Residential Arcadia,CA 91066-6021 (626)574-5416 Permit Status:Issued ARCADIA Issue Date:07/14/20211 Expiration: 07/14/2022 , Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number / 1023 DON ALVARADO ST Arcadia,CA 91006-2023 5769030005 Contacts _ PHILIP AND WONG MEI YEAP Owner GUYOU CONSTRUCTION INC Contractor 1023 Don Alvarado,Arcadia,910062023 27471 FALLBROOK CT,CORONA,CA 92883 (626)821-1981 (714)614-6008 997054 Description:ROOF MOUNTED SOLAR SYSTEM 24 Valuation: $0.00 Tenant MODULES/MICROINVERTERS AND COMBINER BOX Total Sq Feet: 0.00 Plan Check# Plan# _ Fees Amount Payments Amount Paid Electrical Permit Issuance Fee $55.00 Total Fees $248.27 Residential Solar<10 kW $31.00 Cash/Receipt#REC-08192-21 $248.27 Residential Solar Plan Check<10 kW $150.00 Amount Due: $0.00 Solid Waste Management Fee 2 $1.00 Technology Fee(Permit) $3.02 Technology Fee(Plan Check) $8.25 Total: $248.27 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. -->Ae 4‘/.# SW El CMDLE1TED July 14, 2021 Issued By:John Zurick Date July 14,2021 Page 1 of 1 I . -Sa it 14 1� lPERMIT/PLAN REVIEW APPLICATION �, �j,, Development Services Department,240 West Huntington Drive,Post Office Box 60021 -�,Y Arcadia,CA 91066-6021,(626)574-5416,Fax(626)447-9173 City of 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. 0 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 0 I 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 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 (This section need not be completed if the permit is for one hundred dollars or less) provisions of the Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or she is ❑ I certify that in the performance of the work for which this permit is issued,I shall exempt there from and the basis for the alleged exemption. Any violation of 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). 0 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 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 il 1 \4 PERMIT/PLAN REVIEW APPLICATION Development Services Department, 240 West Huntington Drive, Post Office Box 60021 Arcadia,CA 91066-6021, (626) 574-5416, Fax(626)447-9173 ONLINE PERMIT/PLAN REVIEW APPLICATION crry Or ARCADIA Job Site Address: OpLICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 1 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. f El I have and will maintain a certificate of consent to self-insure for workers' License Class G`i t R''rrsc Nv Ext. Date 41160,22 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 OV4'NER-BUILDS. ! LARATION I have and will maintain workers'compensation insurance,as required by Section 3700 of the Labor Code.for the performance of the work for which this permit 0 I hereby affirm under penalty of perjury that 1 am exempt from the Contractors is issued.M workers'compensation insurance carrier and policyonumbers are: License Law for the following reason(Section 7031.5.Business and Professions Carrier i� 6 I Ll r 1 Ilhi Ln S���n Ge Code.Any city or county which requires a permit to construct.alter.improve, (Q/ demolish,or repair any structure,prior to its issuance.also required the applicant ' 0 Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the (This section need not be completed if the permit is for one hundred dollars or less) provisions of the Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or she isID 1 certify that in the performance of the work for which this permit is issued.i shall exempt there from and the basis for the alleged exemption. Any violation of not employ any person in any manner so as to become subject to the workers' penalty of not by anya applicant h unt redfor dollarsa permit 00)ects the applicant to a civil compensation Laws of California.and agree that if 1 should become subject to the penalty not more than five hundred (5500)): workers'compensation provisions of Section 3700 of the Labor Code.I shall 0 1, 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 7/19� )j"1 _ Signstn sale(Section 7044, Business and Professions Code:The Contractors License 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. 0 I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Section 7044.Business and Professions CONSTRUCTION LENDING AGENCY Code:The Contractors License Law does not apply to an owner of property 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). am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name _—. Date Signature Lender's Address –•— 1%Ilar)1;1tNI. %PI'LI('11ION IS It1::1{1:I;1' M\DI 10 THE BUlI,1)1`.(: OFF ICI\l. l't)R ,1 PURMIT SL131rf"1 TI) THE C( \UIIIONS 1`I) It1:'lRit•llU)NN SI.:T I'OI.'lH O" THIS.\Pl'I.IC.\TIt)N AAP THE Ft)l i.OWIN(:: I. 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. { /' rim(111 r)) .lt-L a Name��r��.l l � �Q1�/�►►61(/1 r/� Title _ .—._ _..---- PRINT NAMF. 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 co with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to e er port the bove-mentioned property for inspection purposes. n Signatur Date D 7 ! l J `I -� ---- t Ait; oproitivti 01161P, di! PERMIT/PLAN REVIEW APPLICATION ahonitY ' Development Services Department,240 West Huntington Drive,Post Office Box 60021 atje Arcadia, CA 91066-6021,(626)574-5416,Fax(626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 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 performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I herebyaffirm under 3700 of the Labor Code,for the performance of the work for which this permit penalty of perjury that I am exempt from the Contractors is issued.My workers'compensation insurance carrier and policy numbers are: License Law for the following reason(Section 7031.5,Business and Professions 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). 0 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 11714.*****--, i---- 1 CERTIFICATION 1 , ./1'414,) � lnsroillatIon of Smoke and Carbon i Monoxide ,Atarrms Ouyo.0 Construction Inc. A permit for an alteration, repair or addition has been issued at the residential address below. All alarms have been installed or replaced per section R314 (Smoke Alarms)- and R315 (Carbon Monoxide Alarms) of the California Residential Code. Address: /6p? 3 ,. /•27A Afila.A.A_6id %1A..- `.� Ct ( 9/8 G 3uilding Permit : Sd/ — a 1 "ion (I S Completed this q day of_� -�/11 hQ't- ; -)-1 Contractor's Signature Date Contractor's License Number _ 1 I l II Homeowner here by ackno . !edges: , Owner's Signatu - i Date 9/9 / i ) I I . e 1 !/ !^'L _• - 90016 VO.MOVOatl (89-0'01-3'6)VSOL66S 91SO 3"''''.1..,7 n''''° ® 9969YM 199111.1,bO = — 7.- ^ _ _ 3Al2:10 OOVaVAIV NOO£Z01. ¢ t w„S...My. ^ '- - db3.l d1111-1dIZOZ16Z/E 010Hd 3S0OH'NVld 31IS a 'ONI'N011Of12hLSN00 l0AflO - ruWKoGWnolo4d 1e1os aivo liwaad and Q fl SI • Z Z • O J oin cn v) 6- Oz in CC w x W U ,;--- - m W CC 2 v N F Q O ' - ' & W 0 0 0 N eo ao U >- I� '. 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EXP, 06/30/22LIVE LOADS ��ROOF 20.0 psf OFCA�-��,se SNOW 0.0 psf CITY OF. RCAI)IA l;c .e:opment Services Department APPROVED This set of plans and specifications must be kept on the job at all times and no changes or alterations shall he made c;:cpt the Building Division. The Stamping of this plan and specification shall not be held to permit or to he an approval of the violation of ant pro\isions o`.alt' cit3 ordinance or state law ASCE 7-16 FLUSH MOUNTED SOLAR PANELS Type of Roof Gable Roof Slope-6=Angle of plane of roof from horizontal, in degrees 0= 10 deg Mean Roof Height-Eave height will be used for 0<= 10deg h = 22ft 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= 13 ft2 p = clh(GCp)(YE)(Ya) 29.4-7 FIGURE 30.3-2B Components & Cladding h<= 60 ft: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Gable roofs 7<=20deg Velocity pressure Exposure Coefficients ROOF OVERHANG Wind Exposure C (GCp)down = 0.51 0.51 KZt = 1 (GCp)upzl = -2 -2.5 Kd = 0.85 (GCp)upz2e = -2 -2.5 KZ = 0.85 (GCp)upz2n = -2.84 -3.38 Ke = 1 (GCp)upz2r = -2.84 -3.38 YE = 1 (GCp)upz3e = -2.84 -3.89 Ya = 0.75 (GCp)upz3r = -3.39 -4.43 V = 110 mph qh = 0.00256KZKztKdKeV2 qh = 22.4 psf • p = 16.8 *(GCp) 4 1 I ASCE 7-16 Diagrams `` la Ia"}}�l al _ --1a1 3 1 1 I 1 I 1 I i I 1 i i ! i 0 0 0 0, 0 0 Ilik h 1 , 1 I t t II. B 1 I I 11 ELEVATION ©T 6 10 4Ar 0_ T® PLAN Notation a. itl'i.of least horizontal dimension or O.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 It(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. 8=Horizontal dimension of building measured normal to wind direction,in ft(n). h=Mean roof height,in It(m). 0=Angle of plane of roof from horizontal,in degrees. Wind Pressures Wind Down -All Zones 8.6 psf 10 psf, MIN ROOF OVERHANG Zone 1 -33.6 psf -42 psf Zone 2e -33.6 psf -42 psf Zone 2n -47.71 psf -56.78 psf Zone 2r -47.71 psf -56.78 psf Zone 3e -47.71 psf -65.35 psf 1 Zone 3r -56.95 psf -74.42 psf All panels are in Zones 1 and 2e ROOF OVERHANG Use -33.6 psf -42 psf II 0.6*W -20.2 psf -25.2 psf I 0 I 2 ASCE 7-16 Soil Site Class = D Seismic Use Group = I SS = 2.568 Mapped Spectral Response acceleration in short periods 51 = 0.979 Mapped Spectral Response acceleration at one second periods Table 1613.2.3(l) Values of Site Coefficient Iia 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 = 1.200 (interpolated) SMS = Fa*SS = 3.082 Min. 1.2 per 11.4.3 Table 1613.2.3(2) Values of Site Coefficient F\' 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 B 0.8 0.8 0.8 0.8 0.8 0.8 C 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 = 2.054 SD1 = 2/3 *SM1 = 1.110 SDS RISK CATEGORY SD1 RISK CATEGORY > I. II III IV > I. II III 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 I I I 3 I ASCE 7-16 Seismic Use Group = I Seismic Design Category = E I = 1 SS = 2.568 51 = 0.979 SMS = 3.082 SM1 = 1.664 R = 6.5 Height = 11.375 T= 0.035*hn^.75 = 0.21679 r(Reliability/Redundancy Factor) = 1 SDS = 2.054 SD1 = 1.110 (ASCE 7-16 12.8-2) CS= SDS/(R/I) = 0.3160 W (ASCE 7-16 12.8-3) CS<= SD1/[(R/I)T] = 0.787 W (ASCE 7-16 12.8-5) CS>= .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) = 0.3160 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 = 33.2 in AP= 14.7 ft` PV unit weight including racking= 3 psf WP= 44.239 lb Other mechanical/electrical components aP= 1 FP= 0.4apSDS*WP/(RP/Ip)(1+2z/h) 72.69 lb 13.3-1 RP= 1.5 I P= 1 FP<= 1.6SDS*IPWP 145.39 lb 13.3-2 III SDS= 2.054 Wp= 44.239 lb FP>= 0.3SDS*IPWP 27.26 lb 13.3-3 z= 22 ft h= 22 ft 4 4 PROJECT: PV Panels for Philip Yeap SHEET: 5 OF 7 CLIENT: Guyou Construction, Inc. DATE: 3/30/2021 BY: Doug Engineering DE JOB NO.: GUC-2066 DESIGN LOADS Dead Loads Uplift Roof 0.6WL COMP SHINGLE 4.0 psf 0.6WL Zone 1 and 2e -20.2 psf, MIN 10 PSF 5/8" Ply shtg 1.9 Overhang -25.2 psf Rf Frm'g 2.8 PWLdown= 8.6 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3-20.2 -18.4 psf Zone 2 0.6*3-25.2 -23.4 psf Total DL 13.2 psf Downward DL+0.6WL LL 20.0 psf PDL+wL= 13.0 psf SNOW 0.0 psf Rafter Check Existing 2x6 RAFTERS @ 16"o.c Spacing 1.33 ft Trib panel width= 5.33 ft E 1500000 psi Fb= 900*1.3*1.15 1346 psi I 20.8 in^4 Manowwind= 1356 ft-lb Span1 7.83 ft Mauowu.= 1060 ft-lb Span2 7.83 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) (lb) (lb) (Ib) 0.00 1 1.00 1.00 6.83 259.4 38.0 20.2 5.3 297.4 259 147.2 44.2 191.4 2 4.53 4.53 3.31 125.5 171.9 20.2 5.3 297.4 568 147.2 44.2 191.4 3 6.53 6.53 1.31 49.6 247.9 20.2 5.3 297.4 323 147.2 44.2 191.4 4 10.05 2.22 5.61 213.1 84.3 20.2 5.3 297.4 473 147.2 44.2 191.4 0 11.05 I If 62.5 8.2 Span 1 Uniform DL 7.83 31.9 31.9 6.1 psf 1.3 P Span 2 Uniform DL 7.83 31.9 31.9 6.1 psf 1.3 8.2 62.5 III Reactions at Span1 466.5 489.7 Negative values are uplift reactions Reactions at Span2 245.0 116.3 Mmaxwindup= 711 ft-lb< 1356 ft-lb OK Mmaxwinddown= 684 ft-lb< 1356 ft-lb OK 41 For DL+LL including the PV system weight point loads w= 40.3 plf P= 44.2 lb Mmax= 438 ft-lb< 1060 ft-lb OK Deflection Check IS DDS= 5wL4/(384EI) (5*13.2*7.83^4)*1728 = 0.048 in = U 1969.5 OK 384*1.5E6*20.8 PROJECT: PV Panels for Philip Yeap SHEET: 6 OF 7 CLIENT: Guyou Construction,Inc. DATE: 3/30/2021 BY: Doug Engineering DE JOB NO.: GUC-2066 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT PwuPre= 297.4 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 > 297.4 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp= 72.69 lb Roof slope/module tilt 10 deg Shear= Fp*cos( 10 )= 71.6 lb Fp sin(ang) Tension= Fp"sin( 10 )= 12.6 lb Fp cos(ang) Table 11K-NDS Z= 190 lb CD= 1.6 Z= Z•Co= 304 lb> 71.59 lb OK Withdrawal capacity W= 1064 lb Interaction Equation f,/Ft+f,/F, 0.291 + 0.235 = 0.526 < 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,0 psf snow, and 10 deg roof slope,the max span for Crossrail44-X is 72"for Array Interior Panels and 52"for Array Array Edge panels Use Crossrail44-X PV Rails with a spacing of 64"o.c.max for attachment points,typ. Everest Solar 44-X Dual Rail, Enclosed Hip/Gable Roof 0-30ft,60-Cell and 96-Cell(P) Rail Only Ground Exposure Wind Speed-> 110 mph Snow Load Category Panel Angles Roof zone-> 1' 1 2e 2r 2n 3e 3r Array Interior 84 77 69 69 69 61 61 oto 7 Array Edge 84 66 59 59 59 50 50 7 to 20 Array Interior - 72 72 72 62 62 J 62 58 Array Edge 62 62 62 52 52 52 47 0 psf C Mtn 27 Array Interior 80 80 80 66 66 66 65 Array EV 69 69 69 57 57 57 55 Array Interior 74 74 74 74 71 66 71 27 to 45 array Edge 64 f4 64 64 62 57 62 45 Array Interior 85 85 81 81 81 81 81 Array Edge 75 75 70 70 70 70 70 PROJECT: PV Panels for Philip Yeap SHEET: 7 OF 7 CLIENT: Guyou Construction, Inc. DATE: 3/30/2021 BY: Doug Engineering DE JOB NO.: GUC-2066 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 3040 sf Wpanel= 41.7 lb Wrootexisting= 10.2*3040 = 31008 lb 49 *Wpanel = 2043.3 lb Wwallewsting * *— 15 80 4 = 4800 lb Wrestotarray= 617.4 lb — Wexisting_ 35808 lb Warray= 2660.7 lb V= 0.316 W Vrootexisting= 11315 lb Existing Total Lateral Force Vrootwpaneis= 12156 lb New Total Later Force increase= 12156 * 0 0 o increase which results in less than a 10% increase in the 100/o-100/o = 7/0 11315 stress of existing lateral resisting elements OK