Laserfiche WebLink
2 BARS TO MATCH <br />WALL VERTICAL REINF <br />#5 MIN <br />2 BARS TO MATCH <br />WALL VERTICAL REINF <br />#5 MIN <br />ALTERNATE DIRECTION <br />OF DOWEL HORIZ LEG <br />24" MIN. <br />36 db <br />24" MIN. <br />36 db <br />PROVIDE 90 DEG. STD <br />HOOK AT SHEAR WALL <br />LOCATIONS <br />DOWELS TO MATCH <br />WALL REINF SIZE AND <br />SPACING <br />END CONDITION INTERSECTION CORNER <br />PER PLAN <br />#5 @ 12" VERT & HORIZ <br />REINF, TYP FOR CONC <br />SHEAR WALL W/ VERT <br />REINF CTR ON WALL <br />HOOK BARS <br />90° @ EDGE <br />CONDITION <br />NOTES: <br />1.THIS DETAIL INDICATES MINIMUM REINFORCING FOR OPENING NOT <br /> DETAILED ELSEWHERE IN THESE DRAWINGS. <br />2.SEE WALL ELEVATIONS OR PLANS FOR REINFORCEMENT AT LARGER OPENINGS. <br />3.CLUSTERS OF SMALL HOLES WHOSE OVERALL MEASUREMENT EXCEEDS 1'-0" SHOULD BE <br /> REINFORCED AS ONE OPENING, <br />4.NO OPENING IN SLAB TO BE LOCATED CLOSER THAN 2'-0" FROM COLUMN FACE UNLESS <br /> APPROVED BY THE STRUCTURAL ENGINEER. <br />5.TRIM AT EA SIDE OF OPENING TO MATCH PRIMARY REINFORCEMENT INTERRUPTED DUE TO <br /> OPENING, MIN (2) #5 EA SIDE (EF FOR WALLS, T&B FOR SLABS). <br />6.ANY OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE <br /> SEOR'S ATTENTION BY THE CONTRACTOR PRIOR TO PERFORMING WORK. <br />TRIM EA <br />SIDE PER <br />NOTE 5 <br />(2) #4 x 3'-0" TRIM BARS <br />EACH CORNER <br />(OMIT AT ROUND <br />OPNG) <br />2'-6" MAX <br />1/- <br />Ld PER <br />2" CLR <br />TYP45° <br />PRIMARY WALL/SLAB <br />REINFORCING PER <br />PLAN <br />2'-6" MAX <br />SLEEVE ZONE <br />PER WALL ELEV <br />COMPRESSIBLE <br />FILL/WATERPROOFING <br />PER ARCH <br />ALL UTILITIES <br />SHALL BE <br />SLEEVED. <br />SLEEVE DIA = PIPE <br />OR CONDUIT + 2" <br />TRIM BAR PER /---- <br />0" <br />LAP LENGTH <br />PER #1/S500 <br />1'-0" MIN <br />0" <br />LAP LENGTH <br />PER #1/S500 <br />WATER STOP <br />PER ARCH <br />KEY PER 4/S500 <br />NOTES: <br />1. PRIMARY WALL REINF NOT SHOWN FOR CLARITY. <br />2. SEE WALL ELEVATIONS FOR ADDITIONAL REINF AT LARGER OPENINGS. <br />3. CLUSTERS OF SMALLER OPENINGS SHOULD BE REINFORCED AS ONE OPENING. <br />4. TRIM AT EACH SIDE OF OPENING TO MATCH PRIMARY WALL REINFORCEMENT <br />SIZES UNO. ADD REINFORCEMENT TO REPLACE BARS INTERRUPTED DUE TO <br />OPENINGS MIN (2) #5 EA SIDE, EA FACE, TYP UNO. <br />2'-0"ø MAX <br />ADD (2) #4x5'-0" <br />EA FACE, TYP <br />SEE ALSO <br />TYP <br />2" <br />TOP OF FOOTING <br />DOOR OPENING <br />PER ELEV <br />HEADER BARS <br />#5 BAR EA FACE, MIN <br />1 <br />1 TYP <br />ADDED REINF PER <br />NOTE 4 TYP EA <br />SIDE EA FACE SEE <br />ALSO <br />MEP PENETRATIONS <br />SEE ALSO <br />WINDOW OPENING <br />PER ELEV <br />SLAB PER PLAN <br />MAX, TYP <br />2' - 6" <br />TYP <br />LAP SPLICE <br />TYPEQ <br />TYPEQ <br />TYP <br />2 " <br />2"TYP <br />PLACE VERT BARS <br />ADJACENT TO <br />DOOR OPENING AS <br />PER SHEAR WALL <br />PARTIAL PLANS <br />/---- <br />/---- <br />Ls, TYP <br />DOWELS W/ STD <br />HOOK TO MATCH <br />SHEAR WALL <br />VERTICAL <br />REINFORCING AND <br />SPACING, TYP <br />SLAB ON GRADE <br />PER PLAN <br />PER PLAN <br />WALL & REINF PER PLAN <br />TOP LONGITUDINAL <br />BARS PER PLAN <br />TOP TRANSVERSE <br />BAR PER PLAN <br />TYP <br />2" CLR, <br />INTENTIONALLY <br />ROUGHEN TO 1/4" <br />AMPLITUDE <br />WATERSTOP <br />PER ARCH <br />BOT TRANSVERSE <br />BAR PER PLAN <br />BOT LONGITUDINAL <br />BARS PER PLAN <br />PER PLAN <br />SEE 1/S5.01 <br />LAP SPLICE <br />PER SCHEDULE <br />CONT FTG <br />PER PLAN <br /> SEE 1/S5.01 <br />Ls PER <br />SCHEDULE <br />DOWEL TO MATCH SHEAR <br />WALL VERT REINF SIZE AND <br />SPACING <br />SLAB DOWELS <br />TO MATCH <br />SOG REINF <br />CLR <br />3" <br />0", TYP <br />PER PLAN <br />#5 NOSING BAR <br />WALL REINF <br />PER / -1 CONC WALL <br />PER PLAN <br />NOTE: <br />SEE FOR ADDL INFO NOT SHOWN./ -1 <br />1 <br />6 <br />PROJECT <br />COPYRIGHT LOC, INC <br />ORIGINAL SHEET SIZE: 42" X 30" <br />LOC <br />CLIEN <br />ARCHITEC <br />CONSULTANT <br />AC <br />C <br /> <br />R <br />e <br />v <br />i <br />t <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />h <br />o <br />s <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />L <br />O <br />C <br />2/12/2025 12:03:27 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />CONCRETE <br />SHEAR WALL <br />DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S5.11 <br />SANTA ANA ZOO <br />1801 E CHESTNUT AVE, SANTA ANA, CA <br />92701 <br />KPFF <br />STRUCTURAL ENGINEER <br />LOC ARCHITECTS <br />KPFF <br />CIVIL ENGINEER <br />BORDER <br />LANDSCAPE ARCHITECT <br />ABRARI AND ASSOCIATES <br />MEP ENGINEER <br />ASSOCIATED SOILS ENGINEERING <br />GEOTECHNICAL ENGINEER <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Ramzi.hodali@kpff.com <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Sharad.Ganju@kpff.com <br />724 S. SPRING ST, SUITE 701 <br />LOS ANGELES, CA 90014 <br />213 372 5111 <br />Darren@border-la.com <br />1713 S. STANDARD AVE <br />GLENDALE, CA 91201 <br />818 956 1900 <br />Telma@abrari.com <br />2860 WALNUT AVE. <br />SIGNAL HILL, CA 90755 <br />562 897 2749 <br />Ted@associatedsoils.com <br />3203 E. 4TH ST <br />LOS ANGELES, CA 90063 <br />213 537 0480 <br />Office@loc-arch.com <br />1801 E. CHESTNUT AVE. <br />SANTA ANA, CA 92701 <br />714 647 6575 <br />Efisher@santa-ana.org <br />SANTA ANA ZOO <br />EDUCATION <br />HUB <br />SCALE : 1" = 1'-0"1 CONC WALL DETAIL W/ SINGLE LAYER REINF <br />SCALE : 1" = 1'-0"2 CONCRETE WALL / SLAB OPENING DETAIL <br />SCALE : 1" = 1'-0"3 CONDUIT/PIPE CLUSTER WALL PENETRATION <br />SCALE : 1" = 1'-0"4 TYP WALL VERTICAL CONSTRUCTION JOINT <br />SCALE : 1/2" = 1'-0"5 <br />MINIMUM ADDED TRIM REINFORCEMENT AT WALL OPENINGS DOOR LESS THAN <br />6-FT WIDE AND OPNIINGS LESS THAN 2'-0" <br />SCALE : 1" = 1'-0"6 SECTION VIEW AT FOOTING - CIP WALL <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />SCALE : 1" = 1'-0"7 DETAIL <br />3 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025