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sheet no.:A3 <br />Project:1014 W 3RD ST <br />5.00 psf <br />Mbal= ((0.6-0.14SDS)xDL) X L^2/2 <br />Seismic <br />Wall NO. <br />Lw Total <br />(ft) <br />HW <br />(FT) <br />Trib. Area <br />(sf) <br />V <br />(pounds) <br />Add'l <br />Shear V/L (plf) <br />**Wall <br />Type Smallest DL (plf) <br />OTM <br />(ft-lbs) <br />Mbal (ft- <br />lbs) <br />Uplift <br />(lbs) <br />Simpson <br />Holdown <br />1 12 9 450 2249 187 2 4 100 6746 364 1595 HDU4 <br />2 12 9 450 2249 187 2 4 100 6746 364 1595 HDU4 <br />WIND: <br />Wall NO. <br />Lw Total <br />(ft) <br />HW <br />(FT) <br />Trib. Area <br />(sf)V/L (PLF) <br />**Wall <br />Type Smallest <br />OTM <br />(ft-lbs) <br />RM (ft- <br />lbs) <br />Uplift <br />(lbs) <br />Simpson <br />Holdown <br />1 12 9 450 288 2 4 10368 1368 2387 HDU4 <br />2 12 9 450 288 2 4 10368 1368 2387 HDU4 <br />OTM= OTM= (V/L (plf x Lw) x Hw <br />RM= RM= (Wall DL(psf) x Lw x Hw) x (Lw/2) <br />T&C= T&C= (OTM - (0.6*RM))/Lw <br />Seismic <br />Wall NO.Lw Total HW Trib. Area V Add'l V/L (plf)**Wall Smallest DL (plf)OTM Mbal (ft-Uplift Simpson <br />A 8 9 450 2249 281 1 2 100 5059 91 2484 HDU4 <br />B 8 9 450 2249 281 1 2 100 5059 91 2484 HDU4 <br />WIND: <br />Wall NO.Lw Total HW Trib. Area V/L (PLF)**Wall Smallest OTM RM (ft-Uplift Simpson <br />A 8 9 450 243 1 2 4374 342 2084 HDU4 <br />B 8 9 450 243 1 2 4374 342 2084 HDU4 <br />Wall type Nailing Capaciy (plf) Simpson Hold Down Capacity (lbs) <br />1 8d at 6" o.c. 260 HDU2 2306 <br />2 8d at 4" o.c. 380 Wall A,B, 1&2 HDU4 3424 <br />3 8d at 3" o.c. 490 HDU5 4234 <br />*Capacities have been reduce by 25% <br />DESIGN LATERAL FORCES ON SHEAR WALLS <br />Roof Diaphragm Shear= Cs X 1.0= <br />HISTORIC - 1012 W Third St & <br />1014 W Third St Unit 1 & Unit 2 <br />4/14/2025