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A I g I C I D I E I F I G I H I J I K I <br /> SHEAR WALL- -T I ' <br /> t ANCHOR BOLT <br /> INAILING PER SW PER PLAN GRID , PA1 <br /> FACE OF WALL BEYOND i SLAB ON GRADE <br /> PER PLAN <br /> SCHEDULE,TYD <br /> ��—(1)#4 CONT AT <br /> OPENINGS I H55 COL PER PLAN <br /> a4z0 COL BASE PLATE <br /> 24" I CONC BLOCKOUT AT COL <br /> — eli <br /> � .�`���'�^�C,�%"L'-.;�' PER STEEL DETAILS �i GR40 @ 4B"OC Z �� `i•- .. <br /> design group <br /> / SLAB ON GRADE <br /> P o t!I , <br /> ER PLAN ..i t�-'--1 ' <br /> , ___! <br /> SLAB ON GRADE �•� <br /> _ I _ E 2 a\ <br /> 11 ...f ...'�_!' ( :.fit z <br /> PER PLAN <br /> y _ 77 <br /> i <br /> #4010'OC EA WAY, <br /> AMfRICN INS<t IRJ1E OF ARCHIIECJS <br /> , --I = l1I" m04 CONT OTOP. gALT HOOKS 0 BOT FOOTING REINF PER PLAN—' <br /> I t <br /> zl <br /> t <br /> -l EE <br /> li -2)#4 CONT ROT .-„ ,....... __- I PER PLANl._._..-�1i__ , -'.. . (2)#dCONTBOT I.l. . I 1--- i r_.._._ j <br /> PER PLAN <br /> HELIX DESIGN GROUP,INC <br /> Typical Footing at Wall Opening Typical Stem Wall Typical HSS Column Footingwith Blockout 4C.Scale: 11/2"=1'-0" (D Scale: 1 1/2"=1'-0" 3 Scale: 3/4"=1'-0" UND <br /> col 4 PEMB WALL __ AHL <br /> MASONRY WALL _ _ BY OTHERS -- <br /> SHEAR WALL -� PER ARCH I -! -BOND BEAM <br /> %-STLCOTH BASE Seattle,Washington 98134 <br /> (WHERE OCCURS) \ � -1 � I I `\ 1201 FiTat Avenue South,Suite 310 <br /> �\ PL BY OTHERS <br /> � I �ANCHOR BOLT BLDG WALL BY � I ! / (WHERE OCCURS) 206402-5156 www.lundopsahIc <br /> i PER PLAN OTHERS ' / \ ; 6"FULLY GROUTED CMU <br /> WALL w/95 0 24"OC VERT <br /> / &(2) 4 48"OC HORR FORM ISOLATION JOINT YlN PA <br /> f` { I COL BASE PLATE AND 3/4"0 F1 SS4 p-0„ - # <br /> NAILING PER SW-------. i { i GRADE 36 ANCHOR RODS w/ #5 x �v 12-OC / �\ <br /> 1+ O of wnxq,�5O <br /> SCHEDULE,TVP j I i SIDE.L2'PL WASHER w/NUT EA INFILL AFTER ----� - z\ PROVIDE STD HOOK AT 1 <br /> EDGE OF SLAB,TYP I SIDE.LOCATE PER METAL BLDG MFR r <br /> - SLAB ON GRADE. ! I ! v FORMS REMOVED C <br /> PER PLAN ': I SLAB&REINF 4 12. CONC COL OR STEEL -. 5 <br /> PER PLAN PER ARCH I '1 SLAB&REINF \ COL BASE PLATE <br /> _ #4 CONT�\ � � �I I ! DER PLAN <br /> ! <br /> 101741 <br /> 02; <br /> i <br /> I <br /> n <br /> I I.__a BOND BEAM / <br /> a <br /> e <br /> Z ad EDGE BAR TYP— <br /> 1.' MAX <br /> #4 x 4'-O"WHERE NO <br /> li I <br /> i <br /> \t <br /> ' .1..: REINF PER PLAN `#S l 10'OC I ! CONTROL JOINT OCCURS <br /> ! : <br /> ! PER PLAN �, PER PLAN <br /> ---()4#SCONT � I.-- ,_i,. CONTROUOINT,TVP— <br /> . I _ <br /> I � I i i l l � �-#4 EDGE BARS w/2'-D' <br /> (3)#S LONGIT T&B i'--. 2-B-...,.__ EXTENSION WHERE NO <br /> " \1 #5 @ 12'OC T&B ONTOLJOINT OCCURS <br /> Typical Strip Footing with Thickened Slab Slab Edge @ Mtl Bldg Wall CMU Wall at PEMB apical Slab on Grade Isolation Joint at Column <br /> Scale: 1 1/2"=1'-0" 0 Scale: 3/4"=1'-0" / Scale: 3/4"=1'-0" o Scale: 3/4"=1'-0" STRUCTURAL <br /> /B 0 rL 7 CONCRETE <br /> #S \ f 12 12" -0 8-0, COL <br /> \��JJJ V #5 1/8-zM PRE-MOLDED-� DETAILS <br /> •--_4g 12" 12 #5 CONT.MASTISTIC JOINT STRIP <br /> 12 <br /> 17" 12" VOIM MAY BE SAWCIIT AT <br /> N CONTRACTOR'S OPTION) <br /> '!r1 SLAB ON GRADE <br /> STL COL BY OTHERS �—PER PLAN <br /> EKT WALL BY OTHERS 3(! COL BASE PLATE AND 3/d'0 F7554 <br /> EDGE OF SLAB---.� I I /j�GRADE 36 ANCHOR RODS w/ _ <br /> 3x3x1/2'PL WASHER w/NUT EA •„j (:i _( '-`, 1 •r.. { .,' 1— i ice_{, <br /> SAWCUT 1,3 SLAB DEFT <br /> SIDE.LOCATE PER METAL BLDG MFR :!T—•! —I,!— _ <br /> H - - a-'"- <br /> f <br /> PROVIDE STD HOOK A7 I Jl #S HAIRPIN BARS PER COnLTOI Joint <br /> EDGE OF SLAB,TYP - { i i PLAN.SEE 9/S301 BURKE"KEYKOLD-JOINT,STOP <br /> •C z Q� rd BAR�� SLAB&REINF PER PLAN REINF 1"REAR OF JOINT EA 4#4 @ 12"OC SIDE,1/8'RADIUS ON EDGES <br /> - �-- COL BASE PLATE AND 3/4"0 F1554 'T "77 - WHERE SLAB IS EXPOSED SLAR ON GRADE REVISION DATE <br /> GRADE 36 ANCHOR RODS w/ I •-- __ _.•,.. / PER PUN <br /> CENTERED ON COL 3x3x12'PL WASHER w/NUT EA CENTERED ON COL --COL BASE PLATE AND 3/4"0 F7554 + <br /> SIDE.LOCATE PER METAL BLDG MFR ' <br /> GRADE 36 ANCHOR RODS w/ z <br /> 3x3x12'DL WASHER w/NUT EA €-� .'.,.._tllys. i}-2;.. -Y`j_:•,� 7 <br /> SIDE.LOCATE PER METAL BLDG MFR '° ! ! <br /> 2 B LAP. <br /> i„(4)#4 DOWELS <br /> C2T15ttuction JOITFL DATE JOB NO. <br /> FTG&REINF PER PLAN,,,. 10/14/2022 22-133-01 <br /> 7YCP.-S "i: I -- :I='i'II(I'PER pBA 1. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN RECUT WITHOUT EDGES RAVELING <br /> EDGE OF SLAB EDGE OF SLAB AND WITHIN 24 HOURS OF SLAB PLACEMENT. <br /> 2. SAWED JOINTS SHALL BE FITTED WITH SEALENT AS COORDINATED WITH THE ARCHITECT. <br /> 7 Hair in Bars Exterior Column Footing Typical 3/4"al Joints in Slab on Grade <br /> Scale 1 114 1 0 Scale: =1'- 1 0 ('�J 3O 1 <br /> 0" I Scale: 3/4"=1'-0" <br /> DRAWING NO. <br /> cl HEUX DESIGN GROUP,INC.:u+#e <br /> A <br /> -- - B I C I D I E I F I G I H I I K E!weC bPx dl66 cunsN e M <br /> ,eaaaced 4.aiylprn aefeNmM•swhi.'1 <br /> av+udo:,TwoTmpom XNxOalnnOauO. <br />