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P <br /> SIMPSON HOLDOWN TABLE IntIllraillig <br /> HOLDOWN NUMBER HOLDOWN TYPE NUMBER OF STUDS HOLDOWN TO: DETAIL -- -- � <br /> i <br /> A LTT20B/LSTHD8/HDU2 (2) 2x TO FOUNDATION 1/S2.1 <br /> B STHD14/HDU4/HTT4 (2) 2x TO FOUNDATION 1/S2.1 OR 11/S2.1 MC SQUARED <br /> C HDU5/ HTT5 (2) 2x TO FOUNDATION 1/S2.1 OR 11/S2.1 <br /> D HDQ8 6x6 TO FOUNDATION 1/S2.10 0 i iv c o x 1" o x a-r E. n <br /> E HHDQ11 6x10 TO FOUNDATION 1/S2.1 OR 11/S2.1 4 STRUCTURAL & CIVIL <br /> F HHDQ14 6x10 TO FOUNDATION 1/S2.1 ENGINEERS <br /> G HDU14 6x10 TO FOUNDATION 1/S2.1 <br /> H HD19 6x10 TO FOUNDATION 1/S2.1 1235 EAST 4TH AVE. <br /> SUITE 101 <br /> © 7 OLYMPIA, WA 98506 <br /> ND �ND/F <br /> A_ TYPICAL SHEARWALL CALLOUT 1 1 T (360) 754-9339 <br /> SEE NOTES FOR NAILING SCHEDULE _ _ _ <br /> A • — I I A F (360) 352-2044 <br /> e- <br /> HOLDOWN CALLOUT SEE TABLE r 1 1 1 1 1 1 <br /> I II L <br /> © (� 6 www.mc2-inc.com <br /> SHEARWALL SCHEDULE: <br /> ND I (B) <br /> 1 \SHEATHING NAILED WITH 8d's AT 6" B\ON CENTER ALL EDGES. (CAPACITY=260 PLF) B AL E <br /> CFND> AND CFND ll\ <br /> CFN D <br /> SHEATHING NAILED WITH 8d's AT 4�, `ON CENTER ALL EDGES WITH 3x OR 4x STUDS ` o <br /> AT ADJOINING PANEL EDGES. (CAPACITY=380 PLF) <br /> 1 1 <br /> A SHEATHING NAILED WITH 8d's AT 3" ON CENTER ALL EDGES WITH 3x OR 4x STUDS D <br /> AT ADJOINING PANEL EDGES. (CAPACITY=490 PLF) ND <br /> A. SHEATHING NAILED WITH 8d's AT 2" ON CENTER ALL EDGES WITH 3x OR 4x STUDS <br /> AT ADJOINING PANEL EDGES. (CAPACITY=640 PLF) © 1 <br /> n SHEATHING NAILED WITH 10d's AT 2" ON CENTER ALL EDGES WITH 3x OR 4x STUDS NDAlk <br /> AT ADJOINING PANEL EDGES. (CAPACITY=770 PLF) L ND \ <br /> /6\SHEATHING NAILED WITH (2) ROWS 10d's AT 4" ON CENTER ALL EDGES WITH 4x STUDS C.5 - - _ 1�6 ('• <br /> AT ADJOINING PANEL EDGES. (CAPACITY=804 PL;F) o <br /> A SHEATHING NAILED WITH (2) ROWS 10d's AT 2" ON CENTER ALL EDGES WITH 4x STUDS <br /> ATADJOINING PANEL EDGES. (CAPACITY=1608 PLF) ND <br /> AM <br /> ND <br /> C cL <br /> AM i- 1 1 1 1 ND) <br /> D ND B <br /> © W N D <br /> 10Ti7 - — V — <br /> 1 f I I (l � TG <br /> 1/0! <br /> L 1 1111 l k ND <br /> ND ND <br /> p `- 4 � D 4 nf 4 <br /> /I\ E <br /> ND ND D AIL Q E CND) <br /> ND ND ND <br /> AL I AIM <br /> ND ND4-1 <br /> D <br /> ct <br /> fiii <br /> ND •Ct <br /> AA <br /> ND 1 Ct <br /> ,,U <br /> © D C4 Ct N o <br /> ND ND N c'A <br /> O a) °o t' <br /> \E.5 - - - (E.5 o <br /> 1-4 <br /> I 0 <br /> N .4 N 2 ti <br /> ND 0 • ;� N <br /> rl O ri � <br /> D cn ci U) W ', <br /> ND <br /> I Designed By DAL <br /> D D D D Drawn By <br /> ND ND ND ND CLH <br /> ID Checked By MS <br /> A A -1 <br /> Date <br /> © 1 © © 03-06-17 <br /> ND ND ND I/ <br /> G _ I I - - � _ - G <br /> 6 6 D <br /> �V_ SZ <br /> 1 ND G\P_of WASI 9y <br /> c,'" th_, • <‘ <br /> I S2.1 '=- <br /> 0 0 :4) <br /> 1SS/CNAL E . <br /> N, 03-09-17 <br /> Project Number <br /> 16020 <br /> FIRST FLOOR SHEARWALL PLAN Sheet Number <br /> 11 of 13 <br /> L I <br />