Laserfiche WebLink
D-1 <br />U6 <br />U1 <br />V1 <br />V2 <br />V4 <br />V5 <br />Y1 <br />X1 <br />Y2 <br />X2 X3 <br />U5 <br />U4 <br />U3 <br />U2 <br />24' - 3 3/4" <br />7' - 7 1/4" <br />23' - 5 5/8" <br />20' - 4 7/8" <br />5' - 5 1/8" <br />21' - 3" 9' - 10" 46' - 10" <br />10' - 4 3/8" <br />11' - 6 3/8" <br />11' - 6 3/8" <br />10' - 5 5/8" <br />ROUND HSS <br />SLOPED <br />POST BELOW <br />ROUND HSS SLOPED <br />POST BELOW <br />5' - 5 1/8" <br />TO SLAB ELEV 12'-11 1/2" <br />TOS ELEV 12'-5 1/4" <br />TO WALL ELEV 12' - 5 1/4" <br />TYP, UNO <br />1 <br />S2.01 <br />2 <br />S2.01 <br />W <br />1 <br />6 <br />x <br />2 <br />6 <br /> <br />W <br />1 <br />6 <br />x <br />2 <br />6 <br />W14x22 <br />W18x60 <br />W14x22 <br />W18x35 <br />W18x35 <br />W18x35 <br />W18x35 <br />W14x22 <br />W18x35 <br />W18x35 <br />W18x35 <br />W16x31 <br />W18x35 <br />W14x22 <br />W18x35 <br />W16x26 <br />W16x26 <br />W18x40 <br />W16x26 <br />W14x22 <br />W18x35 <br />W18x40 <br />W16x26 <br />W16x26 <br />W18x35 <br />W14x22 <br />W18x40 <br />W16x26 <br />W18x50 <br />W14x22 <br />W18x35 <br />W16x26 <br />W18x35 <br />W18x35 <br />W14x22 <br />W14x22 <br />W14x22 <br />W18x35 <br />3' - 1" <br />5' - 5 3/8" <br /> 6 <br />' - <br />0" <br /> 6 <br />' - 0" <br />N <br />W14x22 <br />POST BLW <br />POST BLW <br />POST BLW <br />W14x22 <br />W14x22 <br />W14x22 <br />W14x22 <br />W14x22 <br />13' - 4 1/4" <br />W18x40 <br />ALIGNED WITH WOOD <br />SHEAR WALL ABOVE <br />W14x22 <br />W14x22 <br />W14x22 <br />W14x22 <br />ALIGNED WITH WOOD <br />SHEAR WALL ABOVE <br />ALIGNED WITH WOOD <br />SHEAR WALL ABOVE <br />ROUND HSS <br />SLOPED <br />POST BELOW <br />8 <br />S7.11 <br />TYP AT <br />CONC WALL <br />-2 1/4" <br />-2 1/4" <br />D1 <br />D2 <br />W18x40 <br />8 <br />S5.02 <br />ADDL (2) #4 x 6'-0", <br />CTR ON BEAM WITHIN <br />CONCRETE DECK <br />ADDL (2) #4 x 6'-0", <br />CTR ON BEAM WITHIN <br />CONCRETE DECK <br />8 <br />S5.02 <br />ADDL (2) #4 WITHIN <br />CONCRETE DECK <br />X4 <br />W14x22 <br />V3 <br />1 <br />S5.03 <br />8 <br />S7.02 <br />TYP AT WF TO <br />CONC WALL <br />W14x22 <br />3 <br />6' - 4" <br />W14x22 <br />10' - 6" <br />ELEVATOR HSS POST <br />PER S1.01B, TYP <br />3' - 8 1/2" <br />W14x22 <br />3 <br />6 1/4" <br />6 <br />S7.12 <br />5 <br />S7.12 <br />3 <br />3 <br />6 1/2"3 <br />3 <br />3 <br />3 <br />MAX UNSHORED SPAN <br />FOR SINGLE SPAN IS <br />8'-10" PER 1/S7.11 <br />3 <br />3 <br />3 <br />S7.12 <br />3 <br />S7.126 <br />6 <br />(-/+X") <br />-TEXT" <br />T.O.SLAB= X'-X" <br />T.O.STEEL = X'-X" <br />TYPICAL STEEL FRAMING LEGEND: <br />INDICATES TOP OF SLAB ELEVATION IF <br />DIFFERS FROM PLAN NOTES. <br />INDICATES TOP OF STEEL ELEVATION IF <br />DIFFERS FROM PLAN NOTES. <br />INDICATES TOP OF STEEL BEAM RELATIVE <br />THE REFERENCED T.O.STEEL ELEVATION. <br />INDICATES FLOOR ELEVATION CHANGE. <br />INDICATES DECK TYPE. SEE DETAIL <br />INDICATES DRAG CONNECTION SEE <br />SCHEDULE ON DETAIL <br />INDICATES FULL HEIGHT STIFFENER <br />PER DETAIL <br />INDICATES GRAVITY (NON-SEISMIC) MOMENT <br />CONNECTION SEE DETAILS 1 & <br />INDICATES BEAM BOTTOM FLANGE BRACE <br />PER DETAIL <br />INDICATES OPENING TO SLAB ON METAL <br />DECK PER ARCH. <br />INDICATES FULL BOTTOM FLANGE LATERAL <br />SUPPORT PER DETAIL <br />/3 S7.01. <br />/1 S7.11. <br />/2 S7.01. <br />/7 S7.01. <br />/7 S7.02. <br />/2 S7.01. <br />1. SEE SHEET ARCHITECTURAL DWGS FOR GRID DIMENSIONS & HORIZONTAL CONTROL. <br />2. SEE S0.01 FOR SYMBOLS AND ABBREVIATIONS. <br />3. SEE S0.0X SERIES SHEETS FOR GENERAL NOTES. <br />4. SEE S7.0X SERIES SHEETS FOR TYPICAL STEEL DETAILS. <br />5. SEE S7.1X SERIES SHEETS FOR STEEL DECK AND EDGE OF SLAB DETAILS. <br />6. PROVIDE 1 WELDED HEADED SHEAR STUD PER FOOT FOR ALL GRAVITY BEAM, UNO. <br />7. ALL BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMNS UNLESS NOTED OTHERWISE. <br />8. BEAMS AROUND INTERIOR OPENINGS ARE 1'-0" FROM EDGE OF OPENING, UNO. <br />9. FOR BALANCE OF ELEVATOR SHAFT & GUIDERAIL SUPPORT STEEL SEE <br />10. SEE ARCHITECTURAL DWGS FOR FLOOR OPENING AND DIMENSIONS AND FOR EDGE OF SLAB. <br />11. T.O. STEEL OF INFILL BEAMS TO MATCH BOTTOM OF DECK @ SUPPORTING BEAMS/GIRDERS UNO. <br />TYPICAL STEEL FRAMING NOTES: <br />PROJECT <br />COPYRIGHT LOC, INC <br />ORIGINAL SHEET SIZE: 42" X 30" <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 />4/ <br />2 <br />4 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />2 <br />: <br />2 <br />4 <br />: <br />2 <br />2 <br /> <br />P <br />M <br />Au <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />2 <br />3 <br />0 <br />8 <br />_ <br />S <br />A <br />Z <br />_ <br />H <br />i <br />v <br />e <br />/ <br />2 <br />3 <br />0 <br />0 <br />1 <br />7 <br />5 <br />_ <br />S <br />A <br />Z <br />_ <br />K <br />P <br />F <br />F <br />_ <br />R <br />2 <br />2 <br />. <br />rv <br />t <br />2308 <br />LEVEL 2 CMD + <br />STEEL <br />FRAMING PLAN <br />- BUILDING B <br />PLAN CHECK <br />SUBMITTAL 0 <br />S1.02B <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 : 1/4" = 1'-0"1 LEVEL 2 CMD + STEEL FRAMING PLAN - BUILDING B <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />6 PLAN CHECK SUBMITTAL 03 04-28-2025 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />/1 /20252814 <br />3 <br />APRIL 28, 2025