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. <br /> SIMPSON HOLDOWN TABLEI 2 <br /> HOLDOWN NUMBER HOLDOWN TYPE NUMBER OF STUDS HOLDOWN TO: DETAIL <br /> ®® ®AI <br /> A LTT20B/LSTHD8/HDU2 (2) 2x TO FOUNDATION 1/S2.1 <br /> .® <br /> NMI _ ME I <br /> B STHD14/HDU4/HTT4 (2) 2x TO FOUNDATION 1/S2.1 OR 11/S2.1 <br /> C HDU5/ HTT5 (2) 2x TO FOUNDATION 1/S2.1 OR 11/S2.1 �(C SQ1JARED <br /> D HDQ8 6x6 TO FOUNDATION 1/S2.11V1 <br /> E HHDQ1 1 6x10 TO FOUNDATION 1/S2.1 OR 1 1/52.1 (4) <br /> I iv C: C) x F' C) rt a-r E _F HHDQ14 6x10 TO FOUNDATION 1/S2.1 0 3 �0 5 STRUCTURAL & CIVIL <br /> G HDU14 6x10 TO FOUNDATION 1/S2.1 <br /> ENGINEERS <br /> H HD19 6x10 TO FOUNDATION 1/S2.1 4'-6"SQRx12" THICK HSS5x5xY4 1235 EAST 4TH AVE. <br /> P S2.1 FIG W/ (4) #5's EW TYP <br /> 4'-0"SQRx12n THICK SUITE 101 <br /> ® - HOLDOWN CALLOUT SEE TABLE FND� I �2 / I FTG W/ (4) #5's EW ND OLYMPIA, WA 98506 <br /> / _ - - - - / T (360) 754-9339)---- - , al I A F (360) 352-2044 <br /> F iur - -- I- I- -1 ' TT- <br /> I I I I <br /> 1 '7 <br /> HSS5x5xY4 <br /> 11 4 I - 1 - www.mc2-inc.com <br /> ITE).,' /* i 1 <br /> i_ NW] i____ <br /> A.B's © 16" O.C. <br /> THIS WALL LINE B C / <br /> ND 4 \ ND/ �ND/D \ E <br /> ND Q <br /> wI A.B's ® 32" O.C. A.B's ® 24" O.C. <br /> T IS WALL LINE THIS WALL LINE <br /> D <br /> 2 5'--6"SQRx12" THICK FTG gji/ \Np <br /> TYP 2.- 5'-6"SQRx12" THICK FTG W/ (5) #5's E.W. <br /> W/ (5) #5's E.W. <br /> E HSS5x5xY4 I <br /> � / <br /> �ND> 8 S2.1 <br /> \ �ND> S2.1 -1 ..) <br /> - F <br /> z <br /> -1 1 @. <br /> L _1 -TT <br /> 0 <br /> TYP 0 BRICK S2.2)1 I HSS5x5xY I 1 / 1 1 I EFfi <br /> VENEERI HLd <br /> 1 �ND> / ND <br /> CRACK CONTROL OR 16c <br /> I CONSTRUCTION JOINTS C J <br /> I 25'-O" OTC. Ii AI A.B's © 2" O.C. 4 TYP 1 ND <br /> THIS W LL LINE <br /> �51 6 '1 W <br /> -0. _�..,1 S2.1 \ S2.1 �1� - - - s <br /> ND #1 DF 6x6 I171 r 1 } G <br /> Ali 11 1 II p 4 I III I �ND> <br /> lD Il �ND� I 1 S .1 <br /> alk <br /> ® CND> <br /> i W I-- <br /> G 0/ i 1 L _____1A. ____ I ,L 1 M I I_L _NI <br /> -L�ND> © 0 <br /> D ND Q E ND <br /> 13 I ND HSS5x5xY4 ND LE <br /> I El - <br /> TYP AT HSS5x5xY4 TYP AT <br /> DOORS S2.1 H 6'-0"SQRx12" THICK FIG 5'-6"SQRx12" THICK FTG I 2.1 <br /> �ND/ W/ (6) #5 E.W. ND W/ (5) #5 E.W. DOORS C� <br /> rlif <br /> 4-4 <br /> ® n <br /> 8- -i i 8 Lig E 4-4 <br /> 0 <br /> S2.1 <br /> 1 r 52.1 \ G <br /> 4" CONC SLAB W/ #4 �ND, <br /> I\I ( 0 16" O.C. E.W. CENTERS <br /> IN F BE THE SLAB. <br /> 0 B ER OB IS MIL VAPORF <br /> \ND> <br /> ND>5'-6"SQRx12" THICK FTG BARRIER OVER 6" COMPACTED I 5'-6"SQRx12" THICK FTG .) <br /> W/ (5) #5 E.W. GRANULAR STRUCTURAL FILL W/ (5) #5 E.W. <br /> I �ND> D � ° <br /> 8 ND <br /> S28.1 F -1 F I S2.1 .2 ct P oo , <br /> *.' E -4-.4 <br /> yl ___1 <br /> L oc -ci ,_, :-.E1 ,9 <br /> . , a; '4 4.1 n <br /> END> HSS5x5xY4 HSS5x5xY4 Q . • a <br /> -+ <br /> A.B's © 32" O.C. \ND> <br /> I THIS WALL LINE Designed By <br /> DAL <br /> D D D Drawn By <br /> NDD ND ND f.ND> CLH <br /> - - - - - - - HSS5x5xY4 <br /> EF) <br /> - - A,B's 0 32" O.0 (CND - )F) ::::ked <br /> By MS <br /> THIS WALL LINE / <br /> `� <br /> --lill 1 1 03-06-17 <br /> HSS4x4xY4 HSS5x5xY4 E ND �ND> �NDE > ii___ _14 <br /> PROVIDE 3/41' A\ <br /> L - BOLTS NP7x20"SILNCHOR PLATE <br /> D AT 48" 0.C. AT INTERIOR <br /> I I \"ND> SHEARWALLS U.N.0 SEE ,xPE L S9 <br /> 4 OF WASH, 9 <br /> DETAIL 4/52.1 G ,A�� �,R <br /> TYP 4'-6"SQRx12" THICK 4'-0"SQRx12" THICK j <br /> 2'-0"SQRx12" THICK FTG W/ (4) #5's E.W <br /> FTG W/ (2) #5's E.W. Ali FTG W/ (4) #5's E.W. PROVIDE 0x12" ANCHOR - <br /> Q " <br /> BOLTS IN DBL 2x SILL PLATE i 's <br /> S2.2 AT 48" O.C. MIN AT PERIMETER q,9o�rtrI�(�L ?l%: ,Q <br /> R <br /> 0 21411" 3 4 ® (5)/ WALLS U.N.O SEE DETAIL 2 S2 1 , . <br /> �SSiONAL E �\ <br /> 03-09-17 <br /> Project Number <br /> 16020 <br /> FOUNDATION PLAN Sheet Number <br /> 1/8"=1'-0" <br /> 3 of 13 <br />