Laserfiche WebLink
ELEVATOR GUIDRAILS & CONN <br />TO BUILDING FRAME <br />BY CONTRACTOR <br />WALL PER PLAN <br />REINF NOT SHOWN <br />FOR CLARITY <br />1/2" EMBEDDED PLATE W/ (6) 1/2"Ø x 4" <br />WELDED STUDS PL x 1'-2" SQ <br />CONTRACTOR TO COORDINATE <br />LOCATION AND SIZE OF PL <br />W/ ELEV SUB-CONTRACTOR <br />1A <br />S6.30 <br />CONCRETE PIT WALL <br />PER PLAN <br />1/2" LAG SCREW <br />@ 8" OC STAGGERED <br />TJI BLKG W/ 10d TOE NAIL <br />AT 6" OC TO TOP PLATE <br />SHAFT WALL <br />PER ARCH <br />2x6 FRT STUD @ 16" OC, TYP <br />FINISH PER ARCH OVER <br />PLYWOOD SHEATHING & <br />TJI JOISTS. SEE PLAN <br />2'-0" MAX2x BLOCK @ 48" OC <br />ROOF JOIST <br />PER PLAN <br />ROOF PER PLAN <br />SHEATHING TYPE (A) <br />PER SHEARWALL SCHED, <br />TYP ON ALL SIDES <br />EN <br />2x BLKG <br />BNSLOPE PER ARCH <br />SLAB ON GRADE <br />PER PLAN <br />HSS GUIDERAIL SUPPORT <br />ELEVATOR PIT WALL <br />WHERE OCCURS <br />2 <br />1 <br />CL <br />2A <br />S6.30 <br />CL <br />(3) 5/8"Øx5" LONG <br />HEADED STUDS <br />WELDED AT BOTTOM <br />OF PLATE <br />PLATE 1/2"x8"x1'-6" <br />(1/4) <br />SLAB EDGE <br />WHERE OCCURS <br />1/4 <br />(3) SIDES <br />1 1/2", TYP <br />6" <br />EQ <br />EQ <br />SEE TOP CONN FOR PL <br />AND SCREW INFO <br />HSS PER PLAN <br />EN <br />TOP OF TS PER <br />ELEV MANUF <br />3/4" x 6" x (HSS DEPTH + 1") PL W/ <br />3/4"Ø x 4" LAG ON EA SIDE OF HSS <br />ROOF FRAMING BN <br />A35 @ 24" OC <br />CONT BEAM <br />PER PLAN <br />CONT DBL TOP PL <br />1/4 <br />1/4 <br />TYP <br />4B <br />S6.30 <br />1" CLR <br />1/4 <br />HSS POST BELOW <br />HSS POST ABOVE <br />PER PLAN <br />CONC METAL DECK <br />PER PLAN <br />Wx BEAM PER PLAN <br />L6x6x1/2 EA SIDE OF HSS W/ <br />13/16"x2" VERT SLOTTED HOLE <br />(WHERE NO POST OCCUR, <br />PROVIDE PL 16"x4"x1/2") <br />1/2"Ø DEFORMED BAR <br />ANCHORS PER 1/S8.23 <br />GROUT <br />1" NON-SHRINK <br />3/4"Ø A307 THRU BOLT <br />AT CL SLOT <br />3 3/4" <br />TYP <br />2 1/2" <br />TYP <br />2 1/2" <br />TYP <br />2 1/2" <br />EDGE OF <br />CONC SOG <br />PL 1/2" W/ (2) 5/8"Ø A307 <br />THRU BOLTS. AT SIM <br />CONDITIONS USE HEADED <br />STUDS PER <br />1/4 <br />30" <br />12" <br />EQ <br />EQ <br />27" <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <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 12:03:35 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />ENLARGED <br />ELEVATOR <br />SECTIONS AND <br />DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S6.30 <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 />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />SCALE : 1" = 1'-0"1 GUIDERAIL SUPPORT AT PIT WALL <br />SCALE : 1" = 1'-0"5 ELEVATOR POP UP <br />SCALE : 1" = 1'-0"2 GUIDERAIL SUPPORT AT SOG/PIT <br />2A PLAN VIEW <br />SCALE : 1" = 1'-0"3 HSS COL AT ELEVATOR RAIL <br />SCALE : 1" = 1'-0"4 <br />ELEVATOR GUIDERAIL SUPPORT AT <br />CONNECTION DETAIL <br />4A DETAIL <br />4B SECTION <br />3 <br />1A SECTION <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025