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1507 RUCKER AVE 2025-10-06
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1507 RUCKER AVE 2025-10-06
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10/6/2025 11:42:05 AM
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9/25/2025 11:36:47 AM
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RUCKER AVE
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1507
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Wood orks® Shearwslls Whits anack Shop.wsw Jun. 23, 2022 20:07:01 <br />HOLD-DOWN DESIGN (flexible seismic desianli <br />Levei 1 <br />Tensile ASD <br />Line- <br />Location [ft] <br />Holddown Farce [lbs] <br />Cale <br />Cris <br />Wall <br />posit'n <br />X <br />Y <br />Shear <br />Dead Ev <br />Cmb`d <br />Hold -clown <br />lbs <br />Res . <br />Line 1 <br />1-1 <br />L End <br />0-00 <br />C.12 <br />695 <br />1872 <br />1•-1 <br />-. Op 1 <br />0-CO <br />8.88 <br />610 <br />900 <br />1-1 <br />R Op 2 <br />O.CO <br />15.13 <br />480 <br />-1 <br />:. Op 2 <br />0-00 <br />16.98 <br />300 <br />1-1 <br />R op 2 <br />0.00 <br />20.13 <br />506 <br />420 <br />86 <br />1/2 AB <br />2400 <br />G.04 <br />i-1 <br />R End <br />0,.00 <br />23.98 <br />552 <br />1572 <br />Line 2 <br />2-1 <br />L End <br />20.^0 <br />C.12 <br />456 <br />'_793 <br />Z' 'eleni <br />20.00 <br />5.38 <br />141 <br />610 <br />Refer to <br />upper <br />level <br />* E1e:a <br />20.00 <br />9.63 <br />141 <br />573 <br />Re=e: to <br />upper <br />level <br />t- Elem <br />20.00 <br />14.38 <br />141 <br />5 7 a <br />Refer to <br />upper <br />level <br />Y, Elsa <br />20-00 <br />18.63 <br />141. <br />610 <br />Refer to <br />upper <br />level- <br />2-1 <br />R End <br />20.00 <br />23.98 <br />456 <br />1793 <br />Line A <br />F E1em <br />0.12 <br />0.1.0 <br />194 <br />15 <br />179 <br />112 AS <br />2400 <br />0.07 <br />* E1ea <br />2-38 <br />0.00 <br />47 <br />105 <br />Refee= tc <br />upper <br />level <br />* E1em <br />17.63 <br />0.00 <br />147 <br />105 <br />42 <br />1/2 AS <br />2403 <br />0.02 <br />t' El E_.t <br />18.13 <br />0.00 <br />222 <br />222 <br />Refer tc <br />upper <br />level <br />i' E1e_ <br />19.98 <br />0.00 <br />222 <br />IS <br />20? <br />Refer to <br />;upper <br />level <br />Line B <br />H-1 <br />End <br />0.12 <br />24.00 <br />916 <br />600 <br />316 <br />1/2 AB <br />2400 <br />0.13 <br />12.88 <br />24.00 <br />173 <br />173 <br />Refer to <br />upper <br />fecal <br />i' Elegy <br />13.°& <br />24.00 <br />223 <br />229 <br />Refer tc <br />apper <br />level <br />8-1 <br />R End <br />19.?8 <br />24.00 <br />971 <br />600 <br />371 <br />1/2 ?-3 <br />2400 <br />0.15 <br />Levei 2 <br />Tensile ASD <br />Line- <br />Location (ft] <br />Holddown Force [lbs] <br />Cap <br />Grit <br />Wall <br />Posiion <br />X <br />Y <br />Shear <br />Dead Ev <br />Cmb'd <br />Fluid -down <br />Jim <br />Line 1 <br />_1 <br />End <br />3.00 <br />C.12 <br />65 <br />1332 <br />_ _ <br />y End <br />0.0c <br />23.ee <br />o3 <br />1332 <br />Line 2 <br />2-1 <br />ti End <br />20.00 <br />0.12 <br />'4 <br />353 <br />2--1 <br />Op 1 <br />20.00 <br />$.38 <br />141 <br />610 <br />2-1 <br />R Op 1 <br />20.00 <br />9.63 <br />14- <br />579 <br />2-1 <br />Op 2 <br />20.00 <br />14.3e <br />141 <br />579 <br />2-1 <br />R Op 2 <br />20.00 <br />18.63 <br />14i <br />610 <br />2-1 <br />R End <br />20.CO <br />23.8e <br />141* <br />353 <br />Line A <br />A-1 <br />1 End <br />0.12 <br />C.00 <br />194 <br />194 <br />Plate <br />4000 <br />0.05 <br />A-i <br />3 oil i <br />13.88 <br />C.00 <br />i94 <br />194 <br />Plate <br />4CCC <br />O.C5 <br />A-1 <br />3L op 1 <br />15.13 <br />O.CO <br />222 <br />222 <br />Plate <br />4000 <br />0.06 <br />A-1 <br />R End <br />19.8E <br />O.CO <br />222 <br />222 <br />Plate <br />4000 <br />Me <br />Line B <br />B-1 <br />1 End <br />0.12 <br />24.00 <br />113 <br />173 <br />Plate <br />4000 <br />0.04 <br />B-1 <br />3p 1 <br />12.ee <br />24.00 <br />:73 <br />173 <br />Pla_e <br />4000 <br />0.04 <br />3-i <br />R 3p 1 <br />15.8E <br />24.CG <br />ii9 <br />2i9 <br />Plate <br />9C00 <br />O.C6 <br />B-i <br />R End <br />19.88 <br />24.CC <br />229 <br />229 <br />F1a_e <br />40C-0 <br />0.06 <br />Legend. <br />Line -Wait.• <br />Atwell or opeening - Shearfine and_.... ---..._._..----------- <br />At vertical element - Shearilne <br />Positn - Position of stud that hold-down is attached to: <br />V Elem - Verticaf element., column or strengthened studs required where not at wall and or opening <br />L or R End - At left or right wall end <br />L or R Op n - At left or right side of opening n <br />t @ Op n - Uplift force t at opening n from offset opening in perforated wall above, from SDPWS 4.3.6.2.1 <br />Location - Co-ordinates in Plan View <br />Hold-down Forces: <br />Shear- Saisrnic shear overturning component, factored forASD by 0.7. For perforated wells, T from SDPWS 4.3-8 is used <br />Dead - Dead load resisting component, factored for ASD by 0.60 <br />Ev- Vertical seismic load effect from ASCE 712.4.2.2 =-0.2Sds x ASD seismic factor x unfactomd D = 0.000 x factored D. Refer to Seismic Information <br />table for more details. <br />Cmb d - Sum of ASD-factored overturning. dead and vertical seismic forces. May also include the uplift force t from perforated waft from SDPWS <br />4.3.6.2.1 when operings are staggered <br />Hold-down - Device used from hold -dowry database <br />Cap - Allowable ASD tension load <br />Crit. Resp. - Critical Response = Combined ASD force/Allowable ASD tension toad <br />11 <br />
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