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PMT16-02290 City of Menifee Permit No.: PMT16-02290 29714 HAUN RD. �CCELA—> MENIFEE,CA 92586 Type: Residential Plumbing MENIFEE Date Issued: 0 7121/2 01 6 Site Address: 26551 HEMPSTEAD CT,MENIFEE, CA Parcel Plumber: 337-292-013 92586 Construction Cost: $9,310.00 Existing Use: Proposed Use: Description of REPLACE ROOFTOP SOLAR WATER HEATER SYSTEM Work: Owner Contractor SHARON TRESENRITER SUNTREK INDUSTRIES INC 26551 HEMPSTEAD CT 5 HOLLAND#215 MENIFEE, CA 92586 IRVINE, CA 92618 Applicant Phone:9493489276 AARON HIK License Number: 859460 SUNTREK INDUSTRIES INC 5 HOLLAND#215 IRVINE, CA 92618 Fee Description city AmountlSl Solar Water Heating System 1 133.00 Building Permit Issuance 1 27.00 GREEN FEE 1 1.00 General Plan Maintenance Fee-Plumbing 1 6.65 $167.66 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full force and effect. the following reason: Q Ccr License Class -�F Ucens o. 1 S 1 T `" By my signature below I acknowledge that,except for my personal residence Expires f2-J1 -Y% Signatur in which l must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,Issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which ,,s„A,w.leainfo.ca.eav/calaw.html. this permit is issued. Policy# Date V have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZEDAGENT section 3700 of the Labor Code,for the performance of the work for which D By my signature below I certify to each of the following:)am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct.I agree to comply Carrier I e-6 3 s4a cr*w r f' ' -5fofc rW5 with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy III ^ Expires f-7 enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT o l certify that in the performance of the work for which this permit is issued, I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply wit"h�Ihpg�sse-.provisions. Will the applicant or future building occupant handle hazardous material or a Applicant Date 7- Z/ - 14 mixture containing a hazardous material equal to orgreater that the amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS D Yes D No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management the t(SCtionor modification See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES fo Coast Airlines Qua CONSTRUCTION LENDING AGENCY D Yes D No I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agencyfor the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) ❑Yes o No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning hazardous material reporting. checkmark(s)I have placed next to the applicable items)(Section 7031.5 DYes o No Business and Professions Code).Any city or county that requires a permit to Date construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT Issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(RRPI License Law(Chapter 9(commencing with Section 700D)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she Is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their ❑1,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eoy/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code,The Contractors State License Law does not apply to an owner of a D An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that It was not built or improved for the purpose of sale. D No EPA Lead-Safe Certified Firm is required for this project because: ❑I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RAP Acknowledgement. =' BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION �- Menifee DATE 07/15/2016 PERMIT/PLAN CHECK NUMBER ID O O TYPE: ❑COMMERCIAL ❑✓ RESIDENTIAL MULTI-FAMILY ❑MOBILE HOME POOL/SPA []SIGN SUBTYPE: []ADDITION ❑ALTERATION []DEMOLITION ❑ELECTRICAL [—] MECHANICAL []NEW ❑✓ PLUMBING ❑RE-ROOF-NUMBEROFSQUARES DESCRIPTION OF WORK Rooftop Solar Water Heating System PROJECT ADDRESS 26551 Hempstead Ct ASSESSOR'S PARCEL NUMBER 337-292-013 ' LOT (0 Lf TRACT PROPERTY OWNER'S NAME Sharon Tresenriter ADDRESS 26551 Hempstead Ct, Sun City, CA 92586 PHONE (951)202-0820 EMAIL APPLICANT NAME Suntrek Industries-Aaron Hill ADDRESS 5 Holland, Bldg 215, Irvine, CA 92618 PHONE (949)348-9276 EMAIL dan@suntreksolar.com CONTRACTOR'S NAME Suntrek Industries OWNER BUILDER? ❑YES❑✓NO BUSINESS NAME Suntrek Industries ADDRESS 5 Holland, Bldg 215, Irvine, CA 92618 PHONEk(949)348-9276 EMAIL dan@suntreksolar.com CONTRACTOR'S STATE LIC NUMBER 859460 LICENSE CLASSIFICATION C46 VALUATION$ $9,310.00 SQ FT 40 L SQ FT APPLICANT'S SIGNATURE DATE 7' f S DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE I GREEN SMIP INVOICE � PAID AMOUNT ( AMOUNT .(OS 1 O CASH O CHECK# O CREDIT CARD VISA/MC PLAN CHECK FEES PAID AMOUNT OCASH OCHECK# O CREDIT CARD VISA/MC OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety D 29714 H CA 92586 951-672-6777 www.cityo}menif & 8 i 046-6213 U: & ASSOCIATES 61nichiml(5nffineers City of Menifee Building & Safety Dept. STRUCTURAL CALCULATIONS JUL 15 2016 FOR Received DOMESTIC HOT WATER SOLAR SYSTEM Tresenriter Residence 26551 Hem t office Copy Sun City, A 5 6 4CHA 4 CITY OF MENIFEE 3 N . VE BUILDING AND SAFETY D ,k PLAN APPROVA q F F 19 2016 ► REVIEWED B LIEN *Approval of these plans shall not be construed) ape rt foD9t.9457 approval of,any violation of any provisions of the f era1, tate or city regulations and ordinances. This set of approved plans must be kept on the jobsite until completion. 175 E.WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360 805.496.2100 • : 805.496,2442 a vinci@VinciSE.eom DATE 7/13/2016 1 e,! 1 $ ASSOCIATES SHEET 1 PROJECT. Tresenriter Residence c5/raclaraj 6ngrneers JOB NO., 09-3457 26551 Hempstead Ct 175E WILBUR ROAD.STE 103 -THOUSAND OAKS.CA 91360 ENGR JRV Sun Cily, CA 92586 p805496.2100 • f805.496,2442 • e rdncI@MncISE.c= CLIENT. Untre DESIGN DATA: ROOF DESIGN LOAD: ROOFING( Concrete Tile ) = 12 psf SHEATHING = 2 ROOF RAFTERS/TRUSS = 2 MISCELLANEOUS = 1 ROOF RAFTERITRUSS DESIGN DEAD LOAD = 17.0 psf CEILING & INSULATION = 3.25 MISCELLANEOUS = 1.25 DESIGN DEAD LOAD = 21.5 psf DESIGN LIVE LOAD = 20 psf DESIGN SNOW LOAD = 0 psf WIND DESIGN CRITERIA: BASIC WIND SPEED = 110 mph WIND EXPOSURE = C NUMBER OF STORIES = 1 SOLAR MODULE Solar Module Width: = 48 in Solar Module Length: = 122 in Solar Module Dead Load = 3.7 psf Number of PV Modules = 1 Number of PV Mounts to Roof = 4 Solar Module Vertical Support Point Load: 10.167 f0 (See sheet 1) x 3.70 psf = 37.6 Ibs TOTAL AREA OF ADDED SOLAR PANELS ( 4.00 ft x 10.2 ft ) X ( 1 Modules ) = 40.7 fe DATE: 7/13/2016 \% :'.7 ",= l' & ASSOCIATES SHEET 2 PROJECT: Tresenrlter Residence 151mclural 6ngineem JOB NO 09-3457 26551 Hempstead Ct 175 E.WILBUR ROAD,STE 103 THOUSAND OAKS,CA 91360 ENGR JRV Sun City, CA 92586 605.496.2100 805.4962442 vincl@VlncISE.com CLIEW: untrek DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT REFER TO NEXT SHEET FOR 11NODDED ALUM,MWNip10 CLIP A 3V SSBOLT ASSEMBLY UPLIFT FORCE CALCULATIONS .+LocKwASNER A FLAMASHER SS SLIDI DNur ZONE 2 UPLIFT = 39.2 psf -3.7 psf 910E NEW Design Force=( Uplift x(0.6) ) -3.7 psf RODFFLA9NWD T MUT. "rRUT�uww Net Uplift = -1.4 psf 1 ssr. wr n,rtmD.✓ P tNwNEL9NDRT 9LDrs um 4.00 Connections per Module (MIN) r FASTENNNOCLIP r MwwwoI STLUM 1 Modules, 4 Connections tNO ESwArDAL STRUT MW1lrPIG POST MowmNU Fow 3, SS�LAG Therefore -Trib Area = 40.7 /4.00 BOLT EST w sEAwrr nE RDDF UPLIFT/ CONN. = 10.2 ft2 x -1.4 psf RDDFDEC K = -13.7 Ibs/conn TRODFRAFRER PER 2012 NDS (TABLE 11.2A) PALLow = 296 Ibs/in x Cox CI x 2 for(1) 3/8" lag bolt WITH 2.00" PENETRATION INTO JOIST PALLow = 2.00 " x 474 lb/in 947.2lbs > 0lbs Therefore O.K. ZONE 3 UPLIFT = 58.8 psf -3.7 psf ZONE 1 UPLIFT = 23.6 psf -3.7 psf Design Force=( Uplift x(0.6)) -3.7 psf Design Force=( Uplift x(0.6)) -3.7 psf Net Uplift = 35.3 psf Net Uplift= 14.2 psf 4.00 Connections per Module (MIN) 4.00 Connections per Module (MIN) 1 Modules, 4 Connections 1 Modules, 4 Connections Therefore -Trib Area = 40.67 14.00 Therefore -Trib Area = 40.7 /4.00 UPLIFT/ CONN. = 10.2 ft2 x 35.3 psf UPLIFT/ CONN. = 10.2 ft2 x 14.2 psf = 358.5 Ibs/conn = 143.9 Ibs/conn PER 2012 NOS (TABLE 11.2A) PER 2012 NOS (TABLE 11.2A) PALLOw = 296 Ibs/In x CD x Ct x 2 PALLow = 296 Ibs/in x CD x Ct x 2 for(1) 3/8" lag bolt for(1) 3/8" lag bolt WITH 2.00" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST PALLow = 2.00 " x 473.6 lb/In PALLow = 2.00 " x 474 lb/in 947.2lbs > 359lbs = 947.2lbs > 144lbs Therefore O.K. Therefore O.K. PROJECT: 7reeenffW-ResAeiice PAGE: r CLIENT: 26551 Hampstead Cy_�L.CO,C� DESIGN BY. IJRV JOB NO.: .15-345! DATE: 07113L76_ REVIEW BY: - Wind Analysis flar se Building,Sated on ASCE 7-20 0 1 1 CBC 2013 INPUT DATA Exposure calegary(9,C v 0,ASCE 7.10 26.7 3) Importance factor(ASCE 7.10 Table 1.5-2) I„[ = 1.00 for all Category Basic wind speed(ASCE 7-io 26.5.1 or 20121BCI V = T10 mph Topographic factor(ASCE 7-is 25a a Teble2s.5.1) K^ = 1 Flat Building height to edge he = /4 ft - Building height to ridge hh = 18 ft _ t Building length L - 65.91567 ft ! 0 Building width B e 38.40T41 8 Effective area of components(or Solar Panel area) A = 40.66657 ft2 DESIGN SUMMARY Max horizontal force rowel to building length.L.face 16.10 kips,SO level(LRFD level).Typ Max horizontal force normal 10 building length.S,face = 10.48 kips Max total horizontal torsional load = 98.010-kips Man total upward force - 37.61 kips ANALYSIS Volocily pressure qh=0.00256 Kw Ka K4V2 = 22.84 psf where q,-velocllypressure at mean root heighL In (Eq.28.3.1 page 298&Eq.30.3.1 page 316) KR-velocity pressure exposure coefficient evelualed at height,h,fret,25.7.1,p9 2991 = 0.66 K3=wind directionality,factor.(Tab 26.61,for building.page 250) a 0.05 h=mean roof height = 16.00 R <60 ft.[SaBstactory) (ASCE 7-1026.21) *Min IL,8).[SaOdoctwYl (ASCE 7-1026.2.2) Design pressures for MWFRS p=qh I(G Cer)-(G Cq)1 where: p=pressure In appropriate zone.(Eq.28.4.1.page 296), pma= 16 psf(ASCE 7-10 28 4.4) G Cyr:product of gust effect factor and external pressure coefficient,see table below.(Fig.28,4.1,page 300&301) G Co=product of gust effect factor and Internal pressure coef cianl.(Tab 26.11-1.Enclosed Building,page 258) 0.18 or -0.18 a=width of edge strips Fig 26 4-1,note 9,page 301, MAX[MIM0.1B,01L 0.4h),MIN(0.048,0.04L),31 = 3.84 ft Net Pressures PsO,Basic Load Cases Net Preasure5(Pat),Torsional Load Cases Root angle 0 = 11.77 1 Roof angle 0 = 0.00 1 Roof an le 0 - 11.77 Surfm P NeCttt�Reseur/ewl Nel Ne,sure won $udeca Net Pressure wl!�i�th GTl (4GCO (.GCR') aCir (+GCei) ('GC.j aaP1 (�GCipl) (-G..el) 1 0.46 631 14.45 -0.45 -14.27 -611 1T 046 1.58 1 3.62 2 -0.69 -19.70 .11.65 .0.69 .19.70 -11.55 2T -0.69 -4 92 -2.89 3 -0.42 .13-58 -5.43 .0.37 .12.45 430 3T -0.42 -3 39 -1.36 4 .0.35 -12.07 -3.92 -0.45 -14.27 -611 4T -0.35 -302 -098 5 0.40 4,98 1313 Roof an le 0 = 0.00 6 -029 -10.64 .249 Sudeca Nel ProisumvAlh 1E 070 11.68 19.83 -0.48 -14.94 -679 CCer (+GCpl) (-GCei) 2E 4117 -28.30 -20.15 -1.07 -28.30 -20.15 57 0.40 1.25 3 28 3E -0.60 -17.71 -9,56 .0.53 .1608 -7 93 6T -0 29 -2 66 -0.62 4E -0.52 -15.96 .7.81 -0,48 .1494 -679 5E 0.61 9.74 1789 8E I I I 1 -0.43 1 -1381 1 -566 Y 3 [ ti ar< ,l 51 1•IIn R,.I fLM'NLe i[ pr[q[M[[rMMP x RmMMI CCGMN rr gfrRrKLCGR,a, x 3�YMORCeW 3e �xwO Ux[mN �'ved:(CaW � �wM 0u4Clgi Load Case A(Transverse) Load Case B(Longitudinal) Load Case A(Transverse) Load Case B(Longitudinal) Basic Load Cases Torsiaml Load Cases Basic Load Case A raneverse Dreclionj Basic Load Case B(Longitudinal Direction) Area Prossure(k)Wth Area Pressure(k)Wth Surface (B') (443c") (-GCPi) Sudece (ri') (UGC,,) (-GCP,) 1 675 425 9.77 2 946 -18 64 -10.93 2 946 -18.64 -10.93 3 946 -11.78 -4.07 3 946 •12.85 -5.13 5 604 2.51 6.62 4 675 •8.15 .2.65 6 504 •5.36 •1.26 tE 108 1.20 2.13 2E 151 4.26 -3.04 2E 151 4.26 •3.04 3E 151 •2A2 •1.19 3E 151 -2.67 -1.44 SE ill 1.08 1.98 4E 108 -1.72 -0.84 6E 111 •1.53 -0.63 Honz. 13.88 13.88 Horiz, 10,48 10AB Vert. -37.61 •20.11 i Vert. -30.23 -13.36 Mn ,:N Horiz. 1 16.10 16.10 Mn vAnd Hodz- 9.03 9.03 2BA.4 Vert. •34.36 •34.36 28.4A Vert. -34.36 -34.36 Tanalonal Load Case A CTmnsveme Direction Torsional Load Casa B(Longitudinal Direction A Pressure k xnh Torsion ii•k Area Prsure(k)Win Tion ii4i Surface rea(a') (+GC,l) (-GCnr) (+GCPQ (•GCar) Surface es ors (B') (+GCpj) (-GCPp (+GCoj) (-GCP,) 1 284 1.79 4.11 22 60 2 946 -18.64 -10.93 •7 4 2 398 -7.84 4,59 -19 -11 3 946 -11.78 4.07 5 2 3 398 -5 40 -2.16 13 5 5 197 0.98 258 7 19 4 264 -3.43 -1.11 41 13 6 197 -2.09 -0.49 16 4 1E 108 1.26 2.13 30 51 2E 151 4.26 •3.04 23 16 2E 151 426 -3.04 -21 -15 3E 151 •2.42 -1.19 -13 -6 3E 151 -2.67 -1.44 13 7 5E 111 1.08 1.98 19 34 4E 108 -1,72 -0.84 41 20 6E 111 •1.53 -0.63 26 11 17 391 0.62 1.42 •9 .20 5T 307 0.38 1.01 4 -9 2T 548 •2.70 -1.58 8 5 6T 307 -0.B2 Ho Torsional -0.19 •8 •2 3T 548 -1.86 .0.74 •5 -2 Total dz. Load,Mr 63.9 63.9 AI 391 -1.18 -0.38 •17 •5 Total Hon,.Torsional Load,M1 98 9B Deslan pressures for components and claddlnp p=ghl(G CP)-(G Cw)) whore p=pressure on component.(Eq.30.4-1•pg 318) •� �"'•• �e >isd+• a r; ;• M pa�yr16.00 psf(ASCE 7.10 30.2.2)G CP-extemal pressure coefficient. Wells ' ' '�'see table below.(ASCE 7-10 30 4.2) Root ••+• Roof Ellaethm Zones Zo.2 Zone Zone 4 Zone Amolre Gcr •Gc. Gc• -GC. Gc. -GC, GCn -GCr Gco -GC. Co 40 68667 0.38 -0.84 0.38 -1 40 0 38 -2.23 0 89 •0 99 0 89 -1 18 Comp-a Ctaddina Zone Zone Zone Zone Zone Pressure Pe•ebe tlw Pa4N+ w '" Pm" w i P.h w I PerM. w Jr• (pel) 16.00 •23A8 16.01) 1 -35.67 1 16.00 1 -54.67 1 24.28 1 -26 55 1 24 28 .30.90 Noie: If the effective area is roof Solar panel area,fine only zone 1,2.or 3 apply. GATE. 7/132016 & ASSOCIATES SHEET 5 PRoaEcT: Tresenriter Residence c5/ruc/urn/(5ngi7eerr JOB NO 09-3457 26551 Hempstead Ct 175E WILBUR ROAD.STE 103 -THOUSAND OAKS,CA 91360 ENGR. JRV Sun City, CA 92586 p 805 496 2100 - 1805,496.2442 - evincl@V ncISE.mm CLIENT. Suntre LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D if unknown) S1= 0.600 (USGS Software) Ss= 1.50 (USGS Software) Fv= 1.5 (Table 1613.3.3(2)) Fa= 1.0 (Table 1613.3.3(1)) I = 1.0 (Table 11.5-1 ASCE 7-10) R = 6.5 (Table 12.2-1 ASCE 7-10) SMs= Fa*Ss= 1.5 (Eq. 16-37) SOS= 2/�*Sm= 1.00 (Eq. 16-39) SMI= F *S1= 0.9 (Eq. 16-38) Sol = '/3*SMI = 0.60 (Eq. 1640) TL= 8 S (Figure 22-12 ASCE 7-10) T=CI* (hn)x = 0.112 s (Eq. 12.8-7) CI = 0.02 (Table 12.8-2 ASCE 7-10) hn= 10.0 ft x = 0.75 (Table 12.8-2 ASCE 7-10) **GOVERNS** VMIN = ( SOS) /( R/1 ) = 0.15 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IF T Sl-L USE: V = ( SDI)/T*( R/1 ) = 0.82 W (Eq. 12.8.3 ASCE 7-10) IFT>TL USE: V = ( SDI)*(TL)/T'*( R/1) = 58.38 W (Eq. 12.8-4 ASCE 7-10) SHALL NOT BE LESS THAN: V = 0.01 W (Eq. 12.8-5 ASCE 7-10) MUM Design Maps Summary Report User-Specified Input Co Building Code Reference Document 2012/2015 International Building Code p.hlch utilizes USGS hazard data available in 2008) Site Coordinates 33.714340N, 117.19644OW Site SoH Classification Site Class D-"Stiff Soil" Risk Category I/II/III c,w� a.nArrea ? Petri5l, �,. . g04� *San � � •. LAMp•j���.fl=R• � I z"-rangy',i;st Atpaft r�' A aomdand jiomeland �� Rczzla$p fl em/t t v,1 rr M+roa t4' . m, 8i1T7E kaput tPErtn90M,y I SAMT ty cal .•:• H-M(nrtAe was leke.Ehinore' °aygµl4oNt �:anidie land NQ �rY i USGS-Provided Output1 S = 150 S = 1 500 S = 1000 s 0 9 Ns 9 Ds 9 SS = 0.600 g SMl = 0.900 g So, = 0.6009 For information on how the SS and S1 values above have been calculated From probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCElt Response Spectrum Design Response Spectrum 1.65 1.so 1.10 1.35 D,55 2.20 0 0a 1 O5 a 77 of 0.50 N 0.75 1n 0.55 &GO a.44 0.45 032 0.70 0 22 0.15 0.11 0.00 0.00 000 020 040 0.90 0,60 1.00 1.20 140 1 GO 100 ZOO 0.00 0.20 0.40 O.GO 0.60 100 1.20 1.40 1 GO 1.00 2.00 Period T(sec) Period, T(sec) Although this information is a product of the US.Geological survey,we provide no warranty,expressed or Implied,as to the accuracy Of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. DATE: 7/1 312 01 6 & ASSOCIATES SHEET. 7 PROJECT: Tfesenfitef Residence 61ruc/ura/ Gngineerr JOB NO 09-3457 26551 Hempstead Ct 175 E.WILBUR ROAD.STE 103 •THOUSAND OAKS,CA 91360 ENGR. JRV Sun City, CA 92586 p805.496.2100 - 1805,496.2442 - e vird@VincISEwm CLIENT: Suntrek LATERAL FORCES 2013 CBC: (BASE SHEAR - Conservative) F1 ROOF' 5.0 ft SEISMIC BASE SHEAR: V= 0.15 W (SEE PREVIOUS) h1 = 10.0 ft F1 ROOF = 22 PSF WALLS = 7 28.5 x 0.154 4.38 PSF WIND LOADS: Governs Ps= A kr 1w Ps30 (Eq. 6-1) A= 1.21 P530A= 19.20 PSf PSA 23.27 psf 1„,= 1.00 PS30B= -10.00 psf Ps13 -12.12 psf kzt. 1.00 Ps30C= 12.70 psf Poo 15.39 psf P5300= -5.90 PSf Poo -7.15 psf F1uLT: _ ( 5 ft + 10 ft/2 )x (23.2704 psf+12.12 psf) = 354 lb/ft F1ASD: = 353.90 Ib/ft x 0.6 DATE. 7/13/2016 & ASSOCIATES SHEET: 8 PROJECT Tresenrlter ResldenCe c5lmcluFal (5ngineen JOB NO, 09-3457 26551 Hempstead Ct 175 E W ILBUR ROAD,SfE 103 •THOUSAND OAKS,CA 91360 ENGR JRV Sun City,CA 92586 p805.496.2f00 • f 805.496.2442 • e wfncl®VInc]SE.wm CLIENT Suntrek CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD 1�—J 4CX GAARAGE-,.,/��RESIDENCE TOTAL ROOF AREA: ( 55.9ft x 38ft ) + ( Oft x 0.0ft } + ( 0.0ft x 0.0ft ) + ( 0.0ft x 0.0ft ) = 2147.6142 ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 2147.61 ft2 x 4.38 psf = 9416.46 ibs AREA OF ADDED SOLAR PANELS ( 10.17 ft x 4.00 ft ) X ( 1 PANELS ) = 40.7 ft2 WEIGHT OF PANELS: 3.7 psf ADDED SEISMIC LOAD: 3.7 psf x 40.7 ft2 x 0.15 = 23.1 Ibs % INCREASE = 23.1 0 0.2% < 10% 9416.462251 7rhereff®ae O.H. DATE 7/13/2016 & ASSOCIATES SHEET 9 PROJECT: Tresenriter Residence c51ruc/ural Gnginneri JOB NO.: 09-3457 26551 HempsteadCt 175E WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91360 ENGR: JRV Sun City,CA 92586 p B05 4982100 • f 805.496 2442 • e vlmI@VIncISE.00m CLIENT Suntrek CHECK IMPACT OF NEW SOLAR PANELS ON GRAVITY LOAD GARAGE RESIDENCE o� TOTAL ROOF AREA: ( 55.9ft x 38ft ) + ( Oft x 0.0ft ) + ( 0.0ft x 0.0ft ) + ( 0.0ft x 0.0ft ) = 2147.6142 ft2 EXISTING ESTIMATED ROOF DEAD LOAD 2147.61 ft2 x 21.50 psf = 46173.7 Ibs AREA OF ADDED SOLAR PANELS ( 10.17 ft x 4.00 ft ) X ( 1 PANELS ) = 40.7 ft2 WEIGHT OF PANELS: 3.7 psf ADDED GRAVITY LOAD: 3.7 psf x 40.7 ft2 x 1.00 = 150.5 Ibs % INCREASE = 150.5 = 0.30/6 < 5% 46173.70525 Therefore O.K. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Check Top Chord on Existing Truss WoodWorks®Sizer 10.2 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Anal sis value Design Value Analysis/Design Shear fv = 74 Fv` = 225 fv/Fv` = 0.33 Bending(+) fb = 1083 Fb' - 1941 fb/Fb' = 0.56 Bending(-) fb = 1269 Fb' - 1850 fb/Fb' = 0.69 Deflection: Interior Dead 0.09 = L/840 Live 0.11 = L/661 0.42 = L/180 0.27 Total 0,20 = L/370 0.63 = L/120 0.32 Cantil. Dead -0.04 = L/523 Live -0.10 = L/196 0.21 = L/90 0.46 Total -0.13 = L/142 1 0.32 = L/60 0.42 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 14 Fb1+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 12 Fb1- 900 1.25 1.00 1.00 0.953 1.500 1.00 1.15 1.00 1.00 - 15 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 12 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Shear : LC #14 = D+Lr (pattern: LL) , V = 280, V design 25B lbs Bending(+) : LC #12 = D+Lr (pattern: L L) , M = 276 lbs-ft Bending(-) : LC 015 = D+Lr (pattern: E-LL) , M - 324 lbs-ft Deflection: LC #12 - (live) LC #12 = (total) D=dead L=live S=snow N=wind I=impact Lr=roof live Lc=concentrated E-earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 9e06 lb-in2 "Live" deflection - Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification(NDS 2012),and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 213 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING:Joists, wall studs,and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design.