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G B D fl <br /> DESIGN GROUP, INC. <br /> GL OF PT6 AND INSIDE <br /> PAGE OF TILT UP PANEL <br /> COL AND BASE PLATE I'-3 I/2" <br /> GONG WALL PANEL I/2 GLR WHERE OCCURS PER D 2' A R C fl i i ( I U R i <br /> SCHEDULE 3 + <br /> ;6'-O" LONG DOWELS (4 07 x 14.75 x I'-3" AT GL A.B.'S W/ HOLES <br /> N G1 N i f R1 N G <br /> TOTAL AT EA END OF PANEL) END OF EACH PANEL GONG TITL-UP I/1,6" LARGER THAN GONG WALL PANEL <br /> WELD PER 0/532 9806 Old Winery Place, Suite 1 <br /> PANEL ALL THREAD RODS <br /> \ X <br /> CHANNEL TO BASE <br /> 1/4 PLATE, EACH 51DE _ <br /> Sacramento, California 95827 <br /> � 1 0 <br /> Tel 916.854.9901 Fax 916.854.9840 <br /> GONG SLAB PANE m 4" 1 1/2" A70,6 REINF BAR <br /> FINISH GRADE oQ JOINT - TYP <br /> m ° ° PLATE W/ HOLE I/8"(P # <br /> p N d LARGER THAN REINF BAR BASE PLATE 8 DOWELS QR)FESS/p� <br /> PROVIDE MIN 3" GONG <br /> COVER FOR A.B. AND CHANNEL �` } ° ° �GL COL AND PANEL JOINT. /—ANCHOR BOLTS c�,.� •�, <br /> _ 3 m COL AND BASE PLATE z �; No. C34833 E <br /> Al SLAB REINF - WHERE OCCURS *' Exp. 9-30-03 <br /> I" THICK <br /> BASE PLATE D° REINFORCING IN POURmeq'• <br /> �Q STRIP PER 6/53.1 <br /> a 17 SEE NOTE FOR REO'D a Da a� �F•OF!C A���`°� <br /> ry 2 1/2 NON-SHRINK GROUT #8 DOWELS WELD THICKNE55 a <br /> 4 a° WHERE COL OCCURS SPACING <br /> 0 <br /> 2!1 <br /> bo <br /> 4 - 3/4"(P THREADED RODS Consultants <br /> WITH DBL NUTS, AND NUT AT BOTTOM BASE PLATE G <br /> Qao <br /> 7 CHANNEL <br /> PER A/532 THE THICKNESS OF PLUG OR SPOT WELDS IN MATERIAL 5/8" OR D • <br /> Q <br /> WHERE OCCURS LESS IN THICKNESS SHALL BE EQUAL TO THE THICKNESS OF THE <br /> v p_ I"0 THREADED RODS, #8 DOWELS AT MATERIAL. IN MATERIAL OVER 51a" THICK, THE THICKNESS OF <br /> 3 GLR (4 TOTAL EACH PANEL) EA END OF PANEL THE WELD SHALL BE AT LEAST I/2 THE THICKNESS OF MATERIAL Q 4 4 q <br /> m BUT NOT LE55 THAN 5/8". REINFORCING FOOTING, TYP <br /> SEE FOOTING AND COLUMN SCHEDULE W/4" SQ x I/4" WASHERS WITH PER SCHEDULE <br /> SEE SCHEDULElo DBL NUTS AT ENDS AND DBL FOR ALTERNATE WELD OPTION SEE F/532 <br /> NUTS AT BASE PLATE PANEL JOINT <br /> PANEL TO FOOTING PANEL AND f3A5E FLATS AT F0071N(5 FLUG AEL01 REBAR TO FLATS FANELS AT F0071N6 <br /> SECTION 50ALE: 3/4"=I'-O" PLAN 50ALE: 3/4"=I'-O" 3 SECTION NOT TO 50ALE 3 ELEVATION 50ALE: 3/4"=I'-O" <br /> A <br /> 53.1 2 - #6 x 4'-0" BARS <br /> I'-O" " BETWEEN PANEL DOWELS <br /> lo AND FOOTING DOWELS <br /> #5 BAR DOWELS <br /> PANEL JOINT PER 0/53.1 <br /> DQ <br /> BAR SIZE WELD SIZE <br /> _ I l 3 1/4" <br /> _ I <br /> m 13 4 5/1,6" <br /> A _ w 3 3/8" <br /> 3 6 7/I6" <br /> BASE PLATE—_/ D 2" <br /> aoa A706 REINF BAR <br /> CHANNEL °.�v F=1 <br /> #,6 PANEL DOWELS AT 45° THICKNESS <br /> TO POUR STRIP (4 TOTAL) OF WELD 5 <br /> OUTSIDE FACE OF <br /> GONG TILT-UP GL THREADED RODS WITH <br /> 1'-31/2" HOLE I/I,6" LARGER THAN <br /> ALL THREADED RODS <br /> PLATE <br /> PLATE A36 THICKNESS <br /> W <br /> � x <br /> CORNER FANELS AT FOOTING � REBA ' TO FLATS, AELDED CONNE07ION <br /> PLAN SCALE: 314"=I'-O" SECTION NOT TO SCALE � Q <br /> U <br /> Q Z <br /> N � <br /> N <br /> O <br /> d <br /> No. Revision Date <br /> Client <br /> Massie <br /> 0CM <br /> Company <br /> 1801 Tribute Road <br /> Sacramento, CA 95815 <br /> PH 916 923 4000 <br /> FX 916 923 4664 <br /> Sheet Title <br /> FOUNDATION <br /> DETAILS <br /> Date Project No. <br /> 03/06/03 MO1-2089 <br /> Drawn By Sheet No. <br /> RSG <br /> Checked By <br /> DG S302 <br />