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A . B <br />W = OUTSIDE A.B. OUT TO OUT <br />DIMENSION + 4" EA. SIDE <br />4 •• <br />MIN <br />_____,_. . 1/2" EXPAN. JOINT <br />- MATERIAL <br />#4 AT 12" EA. WAY <br />TOP AND BOTTOM <br />NOTE: SEE ARCH. AND MECH. DRAWINGS FOR <br />SIZE AND LOCATION OF PADS. <br />TYPICAL CONCRETE PAD <br />DETAIL IT <br />G S ILE.940 53S4, DE I7 NO SCALE S4 <br />LI (TYP) <br />C <br />VERT. BARS SHALL BE FULL <br />STORY HT. AND EXTEND 2'-6" <br />MIN. ABOVE UPPER FLOOR IF <br />OPENINGS ARE THE SAME WIDTH <br />AND DIRECTLY ABOVE EA. OTHER <br />RUN HORIZ. BARS IN <br />BOND BEAM UNITS, - <br />INVERT UNITS AT HEAD <br />N RUN HORIZ. BARS CONT. <br />WHERE OPENINGS ARE <br />LESS THAN 6'-0" APART <br />#6 DOWELS AT FTG. <br />W/ 2'-6" LAP W/ <br />JAMB BARS, TYP. <br />FOR TYP. HOOKS AND e2 <br />BENDS, SEE DETAIL S2 <br />G', <br />_ T.O.W. OR <br />FIN. F(_R. <br />% .. . . . I FIN. FLR. <br />DOOR OPENIN <br />WHERE OCCURS <br />OPENINGS IN MASONRY WALLS <br />DETAIL I9 <br />IGDSFILE.940551S4, DE 19 NO SCALE IIIII,S4 <br />(1 <br />1-#6 AT "t" = 5" OR 8" <br />�— 2-#6 AT "I" = 10" OR 12" <br />z <br />#3 HAIRPIN TIE AT 16" <br />EA. HORIZ. BAR <br />JAMB <br />t <br />NOM. <br />1-#6 AT "I" = 6" OR 8" <br />2-#6 AT "I" = 10" OR 12" <br />#3 HAIRPIN TIE <br />16" AT EA. VERT. BAR <br />HEAD OR SILL <br />AT WALL CORNERS 20 <br />AND INTERSECTIONS S4 <br />SEE DETAIL <br />H <br />E <br />(5) <br />(3) <br />F <br />G <br />48 BAR DIAM. <br />TYP. <br />AODNL. •5 VERT. FULL <br />HT. W/ MATCHING DOWEL _ <br />W/ 2'-3" LAP AT FTG. <br />C2-5 AT "t"= 12"3 U.N O. <br />S <br />H <br />DESCRIPTION I BY I APP DATE <br />• <br />BENT BARS TO MATCH <br />SIZE AND SPACING OF <br />EA. HORIZ. BAR. TYP <br />MASONRY WALL REINFORCING <br />NOM. PLAN DETAIL 20 <br />IGDSF ILE. 94055154, DE T20 NO SCALE S4 <br />I. HOOK OVER CONT. REINF. OR <br />#4 X 2'-0" LONG. <br />2. DRYPACK OR GROUT. <br />3. 1" CLR. AROUND BOLT, TYP. <br />4. MASONRY WALL. <br />5. 4 DIAMETER, TYPICAL. <br />6. ANCHOR BOLT PER SCHEDULE. <br />ANCHOR BOLT EMBEDMENT <br />DETAIL 21 <br />IGDSFILE.94055IS4, DET21 NO SCALE S4 <br />MNMI�I EMBEDMENT FOR ALL <br />BOLTS IN CONCRETE OR MASONRY <br />BOLT SIZE <br />EMBEDMENT <br />4" AT 6" CMU <br />1/2" <br />5" AT 8" CMU <br />PLAN <br />4" AT 6" CMU <br />5/8" <br />MATERIAL <br />EMBED. <br />5" AT 8" CMU <br />3/4" <br />6" IN CONCRETE <br />7/8" <br />6" IN CONCRETE <br />WOOD STUDS - <br />48 BAR DIAM. <br />SPLICE. TYP. <br />• <br />NOTES: <br />SEE PLANS AND SECTIONS FOR <br />REBAR SIZES AND CLEARANCES <br />SEE PLANS AND SECTIONS FOR <br />MASONRY UNIT SIZES <br />IXA <br />— 5/8"0 BOLTS AT 4'-0" O.C. MAX. <br />NLG. STRINOTE: <br />DRIVE PIN OPTION NOT <br />ALLOWED AT CURBS <br />SEE <br />PLAN <br />SEE TYPICAL CURB DETAIL <br />4" MINBASE <br />MATERIAL <br />EMBED. <br />SEE PLAN <br />WOOD STUDS <br />5/8"0 BOLTS AT 4'-0" O.C. MAX. <br />OPTION: RAMSET 43330 <br />(ICBG 41639) DRIVE PINS W/ <br />WASHERS AT 24" O.C. MAY BE <br />4" MIN. � <br />USED IN LIEU OF 5/8" 0 BOLTS. <br />EMBED <br />MIN. OF 2 PINS PER SILL PL. <br />BASE MATERIAL <br />SEE PLAN <br />THICKEN AS REQUIRED FOR <br />BOLT CLEARANCE <br />NON—BEARING INTERIOR PARTITION <br />DETAIL 22 <br />IGDSFILE.94055154, DET22 NO SCALE S4 <br />W m W 1 U= U 1 AbUNAL LSAK - MA I UH 5 1 ZL ANO to AlU I Nli H I`.L U <br />O OF U BAR OR I BAR. w J Wo CONCRETE CURB. <br />W SEE PLAN, OR ARCH, OR <br />z CL w d wo <br />wIn D END OF H BARS 0.15L1 n w a N SEE &EEXTENTOR SIZE, LOCATION. <br />e <br />PLAN <br />ROUGHENED , - #4 AT 12" OC HORIZ AT <br />TYPE "B" <br />TOTAL 4 - #6 "� SURFACE <br />SPLICE D N OF CURB 13 MIN.) <br />• U TOTAL 4 - #6 - #4 CONT. <br />o H o <br />#4 AT 12"OC AT � OF CURB <br />` Z 12" <br />• N <br />2" CLR. ALT. TAIL TYP. HIGH CURB CONCRETE CURB OR PAD. <br />(TYP.) SEE SEE PLAN, OR ARCH, OR <br />• MECH'L FOR SIZE, LOCATION. <br />ROUGHENED PLAN <br />SURFACE / EXTENT. <br />� H D AT TANK, #4 AT 12" O.C. HORIZ AT <br />0 2" CLR. TYPE "B" J - OMIT AT DRY v a N EDGE OF PAD OR � CURB <br />SPLICE MATCH WALL VERTICAL - #4 CONT. <br />0.15L1 END OF H BARS REINFORCEMENT TYPICAL. <br />W cn co W ' W 0 m w ' #4 AT 24"O. C. AT OF CURB <br />O U O W e U H Z -------- {fri <br />o m W J H OF DRY WALL -SEE STRUCTURAL m W TYPE "B., w 8„ OR 3" FROM EDGE OF PAD <br />Z d a. Z d W <br />w = r n SECTIONS FOR SIZE & SPACING W = r U) SPLICE , <br />ALT. TAIL TYP. LOW CURB <br />' TYPICAL TANK WALL 0. 15L2 END of H BARS � t.1 � Emil <br />DRY AREA TYP, CURB/PAD D E T A I L 23 <br />REINFORCING SPLICES <br />DETAIL 18 [GDSFILE.94055754, DET23 NO SCALE S4 <br />IGDSFILE.940553S4, DET18 <br />NO SCALE S4 (� ll Structural Engineers, s, Incorporated <br />Suite <br />Sacramento, 02Ca. 95833500 ur916/920 20e Oaks 20 <br />SCALE DATE DESIGNED STH SUBMITTED FLAG CITY DRAWING NUMBER SHEET NUMBER <br />NONE auGU5T 1994 DRAWN LEL RECOMMENDED ® DEWANTE AND STOWELL TYPICAL DETAILS III <br />CONSULTINO ENGINEERS SAN JOAOU I N CO. , CALIFORNIA S4 <br />FILE CHECKED WHR APPROVED WASTEWATER TREATMENT FACILITIES 25 44 <br />93423 SACRAMENTO, CALFORNIA � <br />5 <br />4 <br />7 <br />2 <br />