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+ , HERRERA REMODEL I September 14, 2022 I SDA Job# 9649 I 3 <br /> SEISMIC LOAD: (ASCE7-16§12.8) <br /> al(,3 ir:ra FlexiableDiaph.?i YES <br /> Irregularities? NO SITE RESPONSE ANALYSIS RE{i1UIREMENT 111.4.7) _ _ ___ <br /> Risk Category= II Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> p= 1.00 Redundancy DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> Site Class= D-DEFAULT <br /> NOT REQUIRED:11.4.8.E 2 Cs MODIFIED AS REQUIRED BY <br /> IE= 1 (Table 1.5.1) EXCEPTION <br /> T_T„o-s,,,,r•,; lei hn= 23 Structural Height <br /> T 1. Cr;-S r,:T(r!:,,) <br /> §11.4.4 Ss=' 130 8% TYPE:(T12.2-1) Ta(s) R D0 Cd Cs E. <br /> , - 140.0% §11 4 4 Fa=T1.07 1) A15-WSW 0 21 6.50 2.50 4.00-10.144 0 144 <br /> `, _ = 93.3% §1144 S 1= 463% 2) <br /> 93.3% §12 8.1.3 Fv= 1.20 3) I <br /> 55.6% §1 t 4-5 SDC= 0 4) __. <br /> ;.:,-;``,,,:- _ 37.0% §1145 TL= 6 a <br /> 70 <br /> Roof Level Diaphragm Loading: j 3rd Floor Level Diaphragm Loading: <br /> W(ROOF) LENGTH WIDTH COEFF LOAD , TOTAL W(ROOF)=IMIII WIDTH C OEF1 LOAD I TOTAL <br /> 404 39 1 3 150 23834 25 17.25 00 ,11i_' <br /> 15-0 0 1.0 15.0 1 0 <br /> 150 0 i 1.0 150 0 <br /> i 150 I 0 10- ... 150-1 -r <br /> _ I ' 150 1 0 = 1.0 150 1_. 0 <br /> Area= 1576 Sub-Total= 23634 lb Area= 431 Sub-Tota,= 6469 lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)=emu WIDTH LOAD TOTAL <br /> 12 0 0 36 34.8 12.0 ' 15034 <br /> 12,0 0 12 0 0 <br /> 120 0 ' 1.20 0 <br /> i -._... _ <br /> - I 120 0 i 120 0 <br /> 120 0 i 120 (1 <br /> Area= 0 Sub-Total= lb I Area= 1253 Sub•Totai= 15034 lb <br /> W(WALL)= NUMBER j LENGTH 1 TRIB.HT. LOAD TOTAL I W(WALL)=}NUMBERILENGTHITRIB HT. LOAD 1 TOTAL <br /> 2 ( 36 I 25 100 1800 2 36 2.5 100 1800 <br /> -r <br /> I i G.0 0 2 64 I 6 5 10.0 1 8320 <br /> _ i , 100 0 1 i ( 10.0 ) 0 <br /> Area= 90 Sub-Total= 1800 Area= 506 Sub-Total= 10120 <br /> TOTAL= 25434 lb ; TOTAL= 31622 lb <br /> 2nd Floor Level Diaphragm Loadin : <br /> W(ROOF)=I LENGTH ( WIDTH I COEFF LOAD TOTAL <br /> 1 0 150 0 <br /> 1 0 15 0 0 <br /> I 1 0 15.0 0 <br /> r�_ 1 0 15.0 0 <br /> L. 1.0 150 0 <br /> Area= C Sub-Total= lb <br /> W(FLOOR)=� �Celi:iM LOAD TOTAL <br /> 45.9 41 12.0 22583 <br /> 120 0 <br /> - .- 12.0 0 <br /> 12.0 0 <br /> 120 0 <br /> Area= 1882 Sub Total= 22583 lb <br /> W(WALL)= NUMBER LENGTH I TRIB.HT. LOAD TOTAL <br /> 2 I 36 I 2 5 10 0 1800 <br /> 2 64 6.5 10.0 8320 <br /> 2 49 5.5 10 0 5390 <br /> Area= 776 Sub-Total= 15510 <br /> TOTAL= 38093 lb <br /> SI35 <br />