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A B C D E F G N
<br /> REIIIS104 DESCRIPTION BY APP DAIE
<br /> €
<br /> 2'-6" MIN., PROVIDE
<br /> 90° HOOK WHERELESS 1-16 AT 'I" = 6" OR 8'
<br /> vCRT, BARS SHALL BE FULL T,O.W, OR �2-X6 AT "I" = 10" OR 12"
<br /> W = OUTSIDE A.B. OUT TO OUT STORY HT. AND EXTEND 2'-6" FIN• FLR.
<br /> DIMENSION + 4" LA. SIDE MIN. ABOVE UPPER FLOOR IF Z- } z 40 BAR DIAH. S
<br /> 0 46 BAR DIAll,
<br /> 0-11
<br /> OPENINGS ARE THE SAME WIDTH �- � �" � � x TVP. SPLICE. TYP.
<br /> H, AND DIRECTLY ABOVE EA, OTHER
<br /> N __ _ - N3 HAIRPIN TI[ AT
<br /> � -------.-. ._-.,______ 112" E%PAN, JOfNF ,
<br /> jr,-I
<br /> HEAD x vil� , MATERIAL EA, HORIZ. BAR RUN HORIZ. BARS IN ! jf .�. .S ,IAMB
<br /> 7— BOND BEAM UNITS, • -� T �"
<br /> .-.{
<br /> INVERT UNITS AT HEAD -- •SIL' '1^
<br /> C_�[:--1. -�'` NOTES:
<br /> ..1. � .L_ NOM. ADONL �5 YERT. FULL
<br /> j 1• N RUN HORIZ. BARS CONT, _, :'r _
<br /> -�-` ' HT. v/ HATCHING DOWEL DENT BARS TO HATCH
<br /> + • � - WHERE OPEN)I€GS ARE Z,�' L -- - - SEE PLANS A140 SECTIONS FOR
<br /> W/ 2--3' LAP AT FTG
<br /> LESS THAN 6'-0" APART I 1-16 AT "1" = 6' OR 8" SIZE AND SPACING OF REBAR SIZES AND CLEARANCES
<br /> 2-16 AT "I" ^ 10" OR 12" (2-•S AT -t'- 12-7 U.N 0. €A. HORIZ. BAR. TYP
<br /> SEE PLANS AND SECTIONS FOR
<br /> 5T '�cmJi X4 AT I Z" EA, WAY .t i T- F IN• FLR.
<br /> MASONRY UNIT SIZES
<br /> TOP AND BOTTOM N6 DOWELS AT FTG. DOOR OPEN1 N3 HAIRPIN TIE
<br /> NOTE€ SEE ARCH. AND MECH. DRAWINGS FOR w/ 2'-S" LAP W/ WHERE OCCURS 16'� AT EA. VERT. BAR
<br /> SIZE AND LOCATION OF PADS. ' JAMB BARS, TYP, k[
<br /> TYPICAL CONCRETE PAD OPENINGS IN MASONRY WALLS HEAD OR SILL t• MASONRY WALL REINFORCING
<br /> DETAIL 17 NDN PLAN DETAIL 20
<br /> FOR TYP, HOOKS AND 2 DETA[L 19 AT WALL CORNERS
<br /> BENDS, SEE DETAIL 52 - AND INTERSECT€ONS 2O � T' ° NO SCALE $A
<br /> NO SCALE $� NO SCALE S4 SEE DETAIL S4 G
<br /> WOOD STUDS
<br /> LI ITYP] L2
<br /> IX35/8"0 BOLTS AT 4'-0- D.C. MAX.
<br /> 0.15LE ENO OF END OF 0.15Lf H OF DRY WALL NIG. STRIP I--- NOTE: DRIVE PIN OPTION NOT
<br /> H BARS H BARS
<br /> ALLOWED AT CURBS
<br /> TYPE "B" TYPE "B' O,ISL2 CND OF H BARS END OF H BARS 0.15L2 1. HOOK OVER CONT. REINF, OR
<br /> SPIICE SEE
<br /> SPLICE
<br /> EMBED• q4 X 2'-0" LONG. PLA _ SEE TYPICAL CURB DETAIL
<br /> TOTAL 4 - N6 a a TYPE "B" TYPE 'B" 2. DRYPACK OR GROUT.
<br /> u SPL ICE H DRY AREA
<br /> SPLFCE 3, I" CLR. AROUND BOLT, TYP. 4" MIN � BASE MATERIAL
<br /> U N TOT L 4 - Nfi H [4) 161 EMBED. - - SEE PLAN
<br /> 4, MASONRY WALL.
<br /> 121 5. 4 DIAMETER. TYPICAL.
<br /> 6. ANCHOR DOLT PER SCHEDULE. WOOD STUDS 5/8-0 BOLTS AT 4'-G" O.C. MAX.
<br /> (51 431 Itd�II E}BECfEHI FOR&L OPTION: RAMSET H3330
<br /> • C a Dais R IE(R mmy 1ICBO 816351 DRIVE PINS W/
<br /> `'� WASHERS AT 24" O.C. MAY BE
<br /> BOLT SIZE EMBEDMENT 4" MIN � USED IN LIED OF 5/8' 0 BOLTS.
<br /> .n m EMBED MIN• OF 2 PINS PER SILL PL. 3
<br /> J F II) 4' AT 6" CMO
<br /> D v J { U
<br /> 5" AT 8
<br /> " CMU
<br /> r� sn in w BASE MATERIAL
<br /> 0 0" iv H r D - TYPE - F 4' AT 6" CMO SEE PLAN THICKEN AS REOUIRED FOR
<br /> U w B" o S/e^ 5" AT 8" CMU BOLT CLEARANCE
<br /> SPLFCE 3/4" 6" IN CONCRETE
<br /> m m H
<br /> 1-2 1/8" 6" IN CONCRETE NON—BEARING INTERIOR PARTITION
<br /> H ANCHOR BOLT EM€3EDMENTH U = U SHAPED 8AR - SEE STRUCTURAL SECTIONS DETA!L 22FOR SIZE AND SPACING, @ °'a DETA I L Z I� x ��� NO SCALE $4 NO SCALE S4
<br /> 1 = INTERSECTION BARS - SEE STRUCTURAL o til
<br /> 4 2 SECTIONS FOR SIZE AND SPACING, -
<br /> r , J i
<br /> H = WAIL HORIZONTAL RE1NF-SAME SIZE AS ~ 19
<br /> J N H U AND I BARS, SPACED AT TWO TIMES THE
<br /> a SPACING OF U AND I BARS, BUT 12' N
<br /> m MAX. O.C. (WET WALLS ONLY)
<br /> = m
<br /> o m I D = DIAGONAL BAR - MATCH SIZE AND SPACING H pn 1.€z
<br /> w OF U BAR 0a I BAR. CONCRETE CURB.
<br /> SEE PLAN, OR ARCH, OR
<br /> p ENO OF H BARS 0.15L1 '^w + • SEE MECH'L FOR SIZE, LOCATION. 2
<br /> �' PLAN S EXTENT.
<br /> ++r TYP£ "$^ 44 AT 12' OC HORIZ AT
<br /> TOTAL 4 - N6 URFACE
<br /> ROUGHENED—.
<br /> �LOF URB
<br /> SPLICE J N
<br /> D '� Sa
<br /> o U TOTAL 4 - Nfi H 04 CONT. IJ MIN,)
<br /> a
<br /> Z �N4 AT 12-OC AT 4 OF CURB
<br /> €2°
<br /> 2' CLR. HIGH CURB
<br /> ALT, TAIL TTP, CONCRETE CURB OR PAD.
<br /> (TYP.)
<br /> • SEE SEE PLAN, OR ARCH. OR
<br /> ROUGHENED PLAN MECN'L FOR SIZE, LOCATION,
<br /> � H � D AT TANK, SURFACE � �B EXTENT. THIS DRAWING IS I��I=I�CE�
<br /> OMIT AT DRY 111 X4 AT 12" O.C. HORIZ AT
<br /> C 2" CLR• TYPE 'B" J p , >i EDGE OF PAD OR Q CURB TO HALF SIZE
<br /> SPLICE MATCH WALL VERTICAL 4 X4 CONT,
<br /> O.ISLI ENO OF H BARS
<br /> 0 Nm w €,,V)00 REINFORCEMENT TYPICAL.
<br /> 4 u 0 m i° H ,____ _ N4 AT 24"O.C, AT 4 OF CURR '-"?+•
<br /> 0 m w , � OR 3" FROM EDGE OF PAD U( '
<br /> x} H OF DRY WALL-SEE STRUCTURAL T5PL ICE" N +� _���n.rscaua� 1
<br /> f SECTIONS FOR SIZE & SPACING ALT. TAIL TYP. LOW CURB
<br /> FF6J47 1R
<br /> TYPICAL TANK WALL D.i 5l2 ENA OF H BARS - •n- �E+y
<br /> DRY AREA REINFORCING SPLICES TYP.CURB/PAD DETA I L 23
<br /> DETA I L I$ NO SCALE
<br /> NO SCALE
<br /> Ce)e/Yeenn ra°e
<br /> /Sehuher Al$Q 5Trualu
<br /> l huberea rnr
<br /> ,lapomerntcd
<br /> Sulk,200 2500 Venture Oaks Ve]
<br /> Sec .nla Ca. 95A03 9E6/020-2020
<br /> SCAM DEBNIFED STH SUBMITTED DRAWM NUMBER BFEET NUMBER
<br /> NOW AUGUST DEWANTE AND STOWELL FLAG CITY
<br /> F" DRAWW LEL RECOMMD0XD CUN�UETkM E>acEE�s TYPICAL DETAILS til S4
<br /> CIECKM wHR APPROVED SAN roeaufN co.. c+L IraRH€A
<br /> 93423 aACRAMeNTo, cAtFORNu WASTEWATER TREATMENT FACILITIES 25 QE44
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