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MIN <br />1"CURB WHERE <br />OCCURS <br />POST PER <br />SCHEDULE <br />SHEARWALL <br />PER PLAN <br />ANCHOR <br />BOLT/THREADED <br />ROD PER SCHED <br />PLATE WASHER <br />PER SCHED <br />NOTE: <br />FOR HOLDOWN DETAIL AT CONC FILLED METAL DECK, SEE DETAIL ./4 S7.02 <br />EMBED <br />15" <br />DOUBLE STUD OR <br />POST PER PLAN <br />CL OF HOLDOWN <br />HOLDOWN PER PLAN <br />SHEATHING ON <br />INTERIOR FACE <br />FOR SHEAR WALLS <br />WHERE OCCURS <br />EN <br />EN <br />STUD WALL <br />PER PLAN <br />1/2" MIN <br />3/8" MIN 2" <br />PER PLAN <br />EN <br />SHEATHING CONT. <br />THROUGH WHERE <br />POST PER <br />PLAN <br />HOLDDOWN <br />OCCURS2" <br />DBL STUD OR <br />POST PER PLAN <br />EN <br />EN <br />HOLDDOWN <br />PER PLAN <br />DBL STUD OR <br />POST PER PLAN <br />2" <br />1/2" <br />NOTE: <br />HOLDOWNS PER DETAILS <br />SHALL BE STAGGERED SIM TO <br />KING STUD <br />WHERE OCCURS <br />DBL STUD OR <br />POST PER PLAN <br />HOLDOWN <br />PER PLAN, TYP <br />SHEATHING <br />PER X/X EN <br />TYP <br />12" MAX <br />/2B S6.05 <br />/1 S6.05 <br />2A <br />S6.05 <br />NOTE: <br />HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLAT WASHERS; AND HOLD-DOWNS SHALL BE FINGER TIGHT <br />AND WRENCH TURNED JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE <br />WASHERS ON THE POST ONTHE OPPOSITE SIDE OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH BY 3 INCHES <br />BY 3 INCHES. <br />MARK MODEL # OF SIMPSON SDS <br />1/4"x2 1/2" TITEN <br />SCREWS TO POST <br />ANCHOR BOLT / <br />THREADED ROD <br />DIAM (IN) <br />F1554 <br />GR55 <br />PLATE WASHER SIZE <br />HD1 HDU2-SDS2.5 6 5/8 3/8" X 1 1/2"X 1 1/2" <br />HD2 HDU4-SDS2.5 10 5/8 3/8" X 1 1/2"X 1 1/2" <br />HD3 HDU2-SDS2.5 6 5/8 3/8" X 1 1/2"X 1 1/2" <br />HD4 HDU4-SDS2.5 10 5/8 3/8" X 1 1/2"X 1 1/2" <br />MARK MODEL # OF 6d SINKER <br />NAILS FLOOR TO FLOOR TIE NOTES <br />HDS1 MSTC 52 44 1. INSTALL STRAP OVER SHEATHING. <br />2. PROVIDE 1/2 OF REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. <br />HDS2 MSTC 66 64 <br />t x L x W <br />HOLDDOWN SCHEDULE <br />VERTICAL SEISMIC STRAP SCHEDULE <br />POST SIZE <br />4x6 <br />6x6 <br />6x6 <br />6x10 <br />SILL PL <br />THICKNESS <br />2x <br />3x <br />2x <br />3x <br />LSTHD8 HOLD DOWN <br />@ 48" OC EA SIDE <br />(2) 2x6 @ HOLD DOWN <br />STRAPS AND@ (1) 2x6 @ <br />16" O.C. INTERMITTENT <br />3 " <br />CONT #4 REBAR <br />42" MAX <br />2" <br />SOG PER PLAN <br />PER PLAN, UNO <br />16" MAX <br />EDGE NAILING <br />PER PLAN, UNO <br />16" MAX <br />HOLDOWN <br />PER PLAN <br />TYPICAL <br />COMPRESSION <br />POST W/ EN PER <br />SCHEDULE <br />SHEATHING ON <br />BOTH SIDES <br />WHERE OCCURS <br />TYPICAL WALL <br />STUD PER PLAN <br />AND SCHEDULE <br />PER PLAN, UNO <br />16" MAX <br />HOLDOWN <br />PER PLAN <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 12:03:31 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />WOOD SHEAR <br />WALL DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S6.05 <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 />1A SINGLE HOLDDOWN <br />2B WALL END <br />2A INTERMEDIATE WALL <br />2D TYP WALL CORNER/END <br />2C <br />TYP FOR WALL ENDS AT OPENINGS <br />WHERE DOUBLE HOLDOWN IS REQUIRED <br />SCALE : 1" = 1'-0"2 TYPICAL SHEARWALL HOLDOWNS <br />SCALE : 1" = 1'-0"1 TYPICAL HOLDOWN SCHEDULE <br />SCALE : 1" = 1'-0"3 PARTIAL WALL ANCHORAGE <br />SCALE : 1" = 1'-0"4 TYPICAL SHEAR WALL AT INTERSECTIONS <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025