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R2 <br />S1 <br />S3 <br />S4 <br />R1 <br />S2 <br />9' - 11 3/4" <br />25' - 1 1/2" <br />39' - 7 1/4" <br />37' - 3 1/4" <br />0" <br />HEADER <br />2x6 @ 24" OC <br />HEADER <br />0" <br />HEADER <br />FC <br />200 LBS MAX <br />1/2" PLYWOOD <br />SHEATHING AT ROOF <br />(TYPE A) (BLK) <br />(2) GLB AT OPERABLE <br />PARTITION POCKET. <br />LOC PER ARCH, 8'-0" MAX OC <br />2x6 @ 24" OC, TYP <br />PARAPET <br />PARAPET <br />N <br />5.5 x 22.5 DF/DF 28F-V8 GLB HEADER <br />8.75x22.5 DF/DF 24F-V8 GLB HEADER <br />DOWN <br />SLOPE PER ARCH <br />EL = 19' - 3" <br />1A <br />S6.04 <br />7 <br />S6.22 <br />SIM, TYP <br />AT EXT <br />1B <br />S6.04 <br />HEADER <br />EL = 14' - 5" <br />5.5 x 22.5 DF/DF 24F-V8 GLB HEADER <br />EQ SPACED (8FT MAX), TYP, UNO <br />3 <br />8.75x22.5 DF/DF 24F-V8 GLB HEADER <br />3 <br />11 <br />S6.22 <br />SIM <br />PARAPET <br />3 <br />PARAPET <br />3 <br />3 3 <br />5.125x22.5DF/DF 24F-V8 GLB GIRDERS <br />9' - 6 1/2" <br />TOP OF ROOF <br />PLYWOOD SHEATHING <br />TOP OF ROOF <br />PLYWOOD SHEATHING <br />3 <br />T.O. STEEL <br />EL = 13' 4 1/4" <br />W10x45, SUPPORTING <br />OPERABLE PARTITION <br />3 <br />S6.02 <br />TYP <br />3 <br />3 <br />3 <br />VIF <br />WOOD AND STEEL FRAMING NOTES: <br />FOR SYMBOLS AND ABBREVIATIONS, SEE SHEET S0.01. <br />FOR GENERAL NOTES, SEE SHEETS S0.02 THROUGH S0.03 <br />FOR TYPICAL WOOD DETAILS, SEE S6.0X SERIES SHEETS. <br />VERIFY ALL DIMENSIONS, ELEVATIONS,FINISH SURFACE, SLOPES, <br />DRAINS, SLAB DEPRESSIONS, ETC. WITH ARCHITECTURAL AND <br />MEP DRAWINGS, PRIOR TO START OF CONSTRUCTION. <br />FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES <br />AND OPENINGS, SEE ARCHITECTURAL DRAWINGS. <br />ALL NON STRUCTURAL WALLS SHALL BE PER ARCHITECTURAL <br />DRAWINGS. <br />PLYWOOD SHEATHING SHALL BE GLUED AND NAILED TO JOISTS. <br />1. <br />2. <br />3. <br />10. <br />6. <br />HOLDOWN CONNECTORS SHALL BE RETIGHTENED JUST PRIOR <br />TO ENCLOSURE. <br />4. <br />ORIENTED STRAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD <br />FOR INTERIOR SHEATHING NOT EXPOSED TO MOISTURE ONLY. <br />5. <br />TIE JOIST AND TIE JOIST BLOCKING SIZE TO MATCH FLOOR JOISTS, UNO. <br />ATTACH PLYWOOD SHEATHING WITH NAILS AT 6" OC FULL LENGTH, UNO. <br />8. <br />INTERIOR CORRIDOR WALLS AND SHEAR WALLS SHALL HAVE <br />CONTINUOUS 1 3/4x11 7/8x LVL RIM JOIST UNO SPLICE. <br />9. <br />TOP OF PLYWOOD SHEATING PER ARCHITECTURAL DRAWINGS.7. <br />WOOD AND STEEL FRAMING LEGEND: <br />INDICATES WOOD POST OR STEEL POST <br />BELOW. UNO SEE POST SCHEDULE, BELOW.OR <br />P# PS# <br />HEAVY MEP EQUIPMENT AREA ON ROOF. <br />BEARING WALL TYPES AS NOTED ON PLAN. <br />INDICATES STRUCTURAL SHEAR WALL <br />COMPRESSION POSTS SEE LVL BELOW. <br />INDICATES HEADER BEAM PER DETAIL <br />AND SCHEDULE ON 1 & <br />NOT ALL HEADERS ARE SHOWN ON PLAN. <br />HDR /2 S6.03. <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/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />2 <br />: <br />0 <br />3 <br />: <br />2 <br />3 <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 />ROOF <br />FRAMING PLAN <br />- BUILDING A <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S1.02A <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 ROOF FRAMING PLAN - BUILDING A <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