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2020.0006 Structural Calcs (Parcel # 64421100300)CQ, ez-4 u-Z.,10tiff,L tj% THOMPSON ENGINEER ING Randall Thompson, P.E. Phone: 360-918-8079 email: rthompsonengineering@yahoo.com Hogum Bay Business Park • 8270 28th Ct NE, Suite 201 • Lacey, WA 98516 STRUCTURAL CALCULATIONS RESIDENTIAL PLAN 1780 FOR PRIDE CONSTRUCTION PROJECT #20-024 SITE LOCATED AT 308 VAN TRUMP VELM, WA BY RANDALL N. THOMPSON, P.E. 2/1/20'20 U.S. Seismic Design Maps /1,3 OSHPD PLAN 17 Latitude, Longitude: 46.941547393, -122.60182189 Yeim School District Wilde Yelm-Tenino Trail t/ifi sil 'ii„ le <1‹. co Yeirn City Park Go -gie Date Design Code Reference Document Risk Category Site Class 9 South Puget Sound Habitat for.. Bloom Pet Hospital 2/1/2020, 10:38:40 AM ASCE7-10 D - Stiff Soil 1-12 c„ 0,* Map data ©2020 Yelm Food Coop Type Value Description MCE R ground motion. (for 0.2 second period) MCE R ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA S s 1.248 S 1 0.497 SMS 1.249 S mi 0.747 SDS 0.833 S01 0.498 Type SDC Value D F a 1.001 F v 1.503 PGA 0.5 FPGA 1 PGA M 0.5 T L 16 SsRT 1.248 SsUH 1.266 SsD 1.5 S1RT 0.497 S1UH 0.527 S1D 0.6 PGAd 0.5 CRS 0.986 Ctro 0.942 Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s https://seismicmaps.org 1/2 SCOPE OF WORK: Provide vertical & lateral design for new residence per client's request. PROJECT DESCRIPTION: Two story wood framed residence. DESIGN PARAMETERS: GRAVITY LOADS: Roofs: Trusses & comp. = 15 psf dead = 25 psf snow = 40 psf total Floors: Conventional = 12 psf dead = 10 psf (partition) = 40 psf live = 62 psf total Walls: Conventional = 10 psf dead SITE SOILS DATA: Assumed allowable soil bearing pressure = 1500 psf LATERAL LOADS: Wind: Basic wind speed = 110 MPH Exposure category "B" Seismic: Design category "D" Resonant response factor R = 6.5 Ss = 1.248g Si = 0.497g Sds = 0.833g Sdl = 0.498g 360-91 B-8079 Lz3i,_ 074 Job' Date' 2/11,/2 By O Sheet" Page of‘-D mnamammuommommIlmommomm MEEMEMBEEEEMEM mommammommummOMEMENEMMommil miammumomasswaramismaiii1111 MEHEREMMEMMOMEMMEMMEMMINIMMEM n M nnnnnn miu n E nnnnnnnnnnnnnnn 1111111111:11111111111111111 11111111B101111111111111111 nnnnn ExEms.nn mmEmb.nnnnnnnnn 1111111111111111111111 11 111 11111111111111111111111111:41 MEMINIMMEMMEMMEMMEMMEMMEMMMEM MEMMEMMEMEMEMMEMMEMMEMMEMMEM MMINIMMEMEMMEMMEMMEMMINIM MEM MMEOMMVIMMEMEEMMEMMEMEMEMMMEM mommommummemmmmummummomm MMEMMEMEMMEMMEMMISSIMMSEMEMMME MMEMMEONEMEMIMMEMREMMEEMEN nnnnn ME nnnnnnnnnnnn E nnnnnn EM 11111116-111111111111111111 MEMENWAMEMEMMEMEMEMMINIMME MMEMMEMEMEMEMEMEMMINEWNWERME GEMS MMEMMEEMUCPSEMMEMEMERWILIMMEM nnnn M nn OM•n M nnnnnnn MM nnn •nnn MMEMMEMEZREMMEMMEMMOMMEMEMEM M MEMMEEMEMMEME WO nnnNInnnn 6:v NI M' .gliAlr 112231 LAME-722,13 • aumaiiiiiimpiiimaiiiiiii n jr Adr&EMMIEGENSIMIEfflarlt 111111111111 Iminorms 1161111MILMEM tEINFAIOUP IR 111111.1 ..... 1,1 MENNEETERItiaprzattina - MINIIINNEMEMINIIIII•11111 wi IIIIMMIIIIEMMI 1111111111111M111 trAnn NELIPECIWAZINIMI _2P" 11 I Eminmonomommill NEEAMEQPZEOMENKIMIELIC 111111111EMElli EDZIENEZIMMENIIMOT 20. iinimmom ...- gEfild11111011MPIREIMINIME 11111111111111111111111ME‘ will MUM MIEMEMIPMEMINIMMEMINIMMIIMI BEIM IIMMEHERMIEVEMEMINIMMITAIEN EMEIMMEMENNIME nnnnnnn Nnnnnnnn •••••••••EMEMENEIRESEENTAINIM •••••111ERIMMEIMEEMEMEINIAMI 1111 111111111111111 IMINIEMPISIMEREEMEINIEMENIMINIM 11111111111111MMIE nnnnnI INIMINAMENMEMEINEIEZEWPAMEAMMI Job' Date: Sheet• EMEMMOREEMMEMMEMMEMMEMEMEM EMEMEMMEEMMIMMEMMEMMEMEMINIMM MMEMEMMENTMEMBEMENEMESTAREMM nn MP nnn n M nnnn M n nnnnnnnnnnnnn 111811,11111111111111111111 nn MMEM2 nnnnnnnnnnnnnnnnnn 11111 11111111111ERIEN nnnnnnnnnn O nnnnnn M nnnnnnnnnn immumummuommammrammommomm nnnn EMM•n •EM nn EM n EM nnnnnnnnn 1111111111111111111111111111 MIMEMMEMMEOPOOMOMEM7MMEMMEM nnnn ME n M nnnn M nnnn INIMME nnnnnn MEMENIEMMEMMUMMEMOMMINIMMEMM nnnnnnnnnnnn MEMO n MOnnnnnnnnn MEMMEMPANNMWHEAMWAPPIMMEMEMEM 111111111111111M1111111111 Date" By Sheet: Page 360-918-8079 111 somedi m om 111111111 smimmumaramorazianamENEN ormansmunimmammEnummommom ammenimmomommoffillEMINE1111111111111111 IIIHIGIVAMEMINEDSREMEINEEMMIENIN 1111111111111111122EMEZECRISIENIMINEEMEIN 11111111111111111111111111 n 11111111111111111Pil•nn•••n• 11111111MIENEEEMVINEEMBEIMEMAIIIIIII 11111111111111121111001111•KEZERgilitUSIEMMIll IIINIMINIMMIIIIPIEU1 n MEME11111111,1 1111 111111MRIMMELEMEMMIIIIIIIMMIERIMINI, 111111111111ZEIMINIMIIIINZNEMMEMINIEN=h' 11•111111111111111111111111MENIKOMMIEMMEMEN 111111'4111511MMOICAMINMEgiA111111•1111111 Job- )7e1r) Date : Sheet: pwie of SHEARWALL DESIGN CHAM TI-10TVIPSON ENGINEER I N G Randall Thompson, P.E. WALL LINE STORY LEVEL SHEAR FORCE (lbs) AVAILABLE SHEARWALL (5.W.) TOTAL S.W. SHEAR (plf) S.W. "Pr FE ANCHOR BOLTS UPLIFT (fbs) 5.W. SECTION DEAD LOAD (•F) NET UPLIFT (lbs) TOTAL UPLIFT (II7s) HOLDOWN OPTIONS (n) / dia. (6) 21— r9 t.. 4 CO.S .4"44 ---M--- 1 1 4r" i V .,r 1•2 '0 ‘.0 17 1,1 Petr-72.' 77t i5e, Vtti — J ..•l- 105 ----4' )4•Ak ®- ISIF ' S' `3SI T.7.,-- 4 016±16;..SI -11 --2& 69 . ) o 0.5.f. )u::::) 1) ) 1 10.75 1 17 'M7 . 7 +2-S 03 4-2:4 '37 .1-'rpli--magA --tan-Se 6p--72-7 6 ''.:-fAei 5.--47b \...)- 10 : A-ui,