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TJI BLKG AT 24" OC
<br />SEE
<br />TJI FRAMING
<br />SEE PLAN
<br />STUD WALL
<br />SEE PLAN
<br />(2) 2x4 TOP PLATES
<br />(1) 10d EA SIDE
<br />STUDS, SEE
<br />PLAN
<br />TJI BLKG
<br />AT 24" OC
<br />SEE
<br />(2) 16d AT EACH
<br />BLKG PANEL
<br />FINISH PER ARCH OVER
<br />PLYWOOD SHEATHING &
<br />TJI JOISTS SEE PLAN
<br />WALL ABOVE
<br />WHERE IT
<br />OCCURS
<br />SEE PLAN CONTINUOUS
<br />2x SOLE PLATE
<br />W/ (2) 16d AT
<br />EACH BLKG
<br />PANEL
<br />/5 S6.21/5 S6.21
<br />3
<br />3
<br />3
<br />STUDS,
<br />SEE PLAN
<br />CONTINUOUS
<br />2x SOLE
<br />PLATE W/ 16d
<br />AT 8" OC
<br />STAGGERED
<br />16d AT 8" OC
<br />CONTINUOUS
<br />TJI ABOVE
<br />WALL
<br />W/ 10d TOE
<br />NAIL AT 6" OC
<br />TO TOP PLATE
<br />DBL TJI'S
<br />BELOW WALL
<br />SEE PLAN
<br />10d AT 4" OC TO
<br />TJI BLKG PANEL
<br />TJI BLKG AT 48" OC
<br />SEE
<br />STUD WALL
<br />SEE PLAN
<br />FINISH PER ARCH OVER
<br />PLYWOOD SHEATHING &
<br />TJI JOISTS SEE PLAN
<br />WALL
<br />ABOVE
<br />WHERE IT
<br />OCCURS
<br />SEE PLAN
<br />/5 S6.21 3
<br />3
<br />WINDOW, S.A.D.
<br />OPENING, S.A.D.
<br />STUD WALL, SEE PLAN
<br />SILL, SEE SCHEDULE
<br />HDR, SEE SCHEDULE & PLAN
<br />CRIPPLE STUDS
<br />FINISH PER ARCH OVER
<br />PLYWOOD SHEATHING
<br />& TJI JOISTS, SEE PLAN
<br />EDGE NAIL
<br />EDGE NAIL
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHED
<br />NOTE:
<br />FOR INFO NOT SHOWN
<br />SEE DETAIL 4/-.
<br />S.A.D.
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHED
<br />3
<br />1 3/4" LSL RIM BOARD
<br />TJI BLOCKING PANEL
<br />(1) 10d EACH SIDE TO
<br />TOP PLATE, TYPICAL
<br />PLYWOOD
<br />SHEATHING
<br />PLYWOOD
<br />SHEATHING
<br />PLYWOOD JT ON
<br />RIM BOARD
<br />PLYWOOD
<br />SHEATHING
<br />TJI JOIST, SEE PLAN
<br />EDGE NAIL
<br />3/4" MIN PLYWOOD JOINT, S.A.D.
<br />STUDS, SEE PLAN
<br />SQUASH BLOCK UNDER POST OR DBL
<br />JAMB STUDS, SOLID BLOCK AT TIEDOWNS
<br />PLYWOOD SHEATHING & TJI
<br />JOISTS SEE PLAN
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHEDULE
<br />STUDS, SEE PLAN
<br />CONTINUOUS (2) 2x TOP PLATES
<br />10d AT 4" OC TO
<br />TJI BLKG PANEL
<br />EDGE NAIL
<br />TJI BLKG AT 48" OC
<br />A35'S PER
<br />SHEARWALL SEE SCHEDULE
<br />CONT 1 3/4" LSL RIM BOARD
<br />PARAPET DETAIL,
<br />SEE , TYP/5 S6.22
<br />CONT FRT SOLE PLATE
<br />FLUSHED HEADER
<br />SEE SCHEDULE & PLAN
<br />EDGE NAIL
<br />NOTE:
<br />FOR INFO NOT SHOWN SEE DETAIL 7/-.
<br />PARAPET DETAIL,
<br />SEE , TYP/5 S6.22
<br />STUDS, SEE PLAN
<br />FRAMING ANCHOR, SEE
<br />SHEAR WALL SCHEDULE
<br />EDGE NAIL
<br />3 1/2" LSL BLOCKING, TYPICAL
<br />LSL BLKG
<br />PLYWOOD
<br />SHEATHING
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHEDULE
<br />FINISH PER ARCH OVER
<br />PLYWOOD SHEATHING
<br />& TJI JOISTS SEE PLAN
<br />(1) 10d EACH SIDE
<br />TO TOP PLATE,
<br />TYPICAL
<br />CONTINUOUS (2) 2x TOP PLATES
<br />(W/ (1) ADDL SHAPED TOP
<br />PLATE, MATCHING ROOF SLOPE
<br />PER ARCH)
<br />PLYWOOD SHEATHING
<br />3
<br />B.N.
<br />PLYWOOD
<br />SHEATHING
<br />PLYWOOD SHEATHING
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHEDULE
<br />E.N.
<br />1 3/4" LSL RIM BOARD
<br />TJI BLOCKING PANEL
<br />(1) 10d EACH SIDE TO
<br />TOP PLATE, TYPICAL
<br />TJI JOISTS
<br />SEE PLAN
<br />FINISH PER ARCH OVER
<br />PLYWOOD SHEATHING
<br />& TJI JOISTS SEE PLAN
<br />10d AT 4" OC TO
<br />TJI BLOCKING PANEL
<br />TJI BLKG AT 48"o.c.
<br />CONT SHAPED 1 3/4" PSL
<br />STUDS, SEE PLAN
<br />CONTINUOUS (2) 2x TOP PLATES
<br />E.N.A35 PER SHEAR WALL
<br />SCHEDULE
<br />3
<br />PLYWOOD
<br />SHEATHING
<br />CONTINUOUS
<br />2x SOLE PLATE
<br />W/ 16d AT 8" OC
<br />(1) 10d EACH SIDE TO
<br />TOP PLATE, TYPICAL
<br />STUD WALL, SEE PLAN
<br />FINISH PER ARCH OVER
<br />PLYWOOD SHEATHING
<br />& TJI JOISTS SEE PLAN
<br />CONTINUOUS
<br />(2) 2x TOP PLATES
<br />(1) 10d EACH SIDE TO
<br />TOP PLATE, TYPICAL
<br />CONTINUOUS
<br />JOIST
<br />DO NOT SPLICE
<br />WALL ABOVE
<br />WHERE IT OCCURS
<br />SEE PLAN
<br />TJI BLKG
<br />WHERE WALL
<br />ABOVE OCCURS
<br />STUDS, SEE PLAN
<br />CONTINUOUS
<br />2x SOLE PLATE
<br />W/ 16d AT 8" OC
<br />TJI BLKG
<br />SEE
<br />TJI BLKG AT
<br />WALL ABOVE
<br />/5 S6.21
<br />3
<br />3
<br />EDGE NAIL
<br />3/4" MIN PLYWOOD JOINT, S.A.D.
<br />CONTINUOUS 2x SOLE PLATE
<br />W/ 16d AT 8" OC, TYP U.N.O.
<br />AT SHEARWALLS SEE SCHED
<br />STUDS, SEE PLAN
<br />PLYWOOD
<br />SHEATHING
<br />RIM BOARD
<br />TJI JOISTS, SEE PLAN
<br />PLYWOOD
<br />SHEATHING
<br />PLYWOOD JT ON
<br />RIM BOARD
<br />PLYWOOD
<br />SHEATHING
<br />SQUASH BLOCK UNDER POST OR DBL
<br />JAMB STUDS, SOLID BLOCK AT TIEDOWNS
<br />PLYWOOD
<br />SHEATHING & TJI JOISTS
<br />SEE PLAN
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHEDULE
<br />STUDS, SEE PLAN
<br />CONTINUOUS (2) 2x TOP PLATES
<br />(1) 10d EACH SIDE TO
<br />TOP PLATE, TYPICAL
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHEDULE
<br />EDGE NAIL
<br />EDGE NAIL
<br />WEB STIFFENER, SEE
<br />A35'S PER SHEARWALL
<br />SCHEDULE
<br />CONT 1 3/4" LSL RIM BOARD
<br />PARAPET DETAIL,
<br />SEE , TYP/5 S6.22
<br />CONT FRT
<br />SOLE PLATE2x6 FRT STUD, TYP
<br />FLUSHED HEADER
<br />SEE SCHEDULE &
<br />PLAN
<br />PLYWOOD SHEATHING
<br />& TJI JOISTS, SEE PLAN
<br />NOTE:
<br />FOR INFO NOT SHOWN
<br />SEE DETAIL 4/-.
<br />EDGE NAIL
<br />PLYWOOD SHEATHING
<br />SEE PLAN & SCHED
<br />PER ARCH,
<br />1' - 3" MAX
<br />SHEATHING TYPE (A)
<br />PER SHEARWALL
<br />SCHED, TYP
<br />EN
<br />1/2" LAG SCREW
<br />@ 8" OC,
<br />STAGGERED
<br />PLYWOOD
<br />SHEATHING
<br />SEE PLAN
<br />WINDOW, S.A.D.
<br />OPENING, S.A.D.
<br />STUD WALL, SEE PLAN
<br />HDR, SEE SCHEDULE
<br />CRIPPLE STUDS
<br />SILL, SEE SCHEDULE
<br />FINISH PER ARCH OVER
<br />PLYWOOD SHEATHING
<br />& TJI JOISTS, SEE PLAN
<br />NOTE:
<br />FOR INFO NOT SHOWN
<br />SEE DETAIL 7/-.
<br />S.A.D.
<br />3
<br />PROJECT
<br />COPYRIGHT LOC, INC
<br />ORIGINAL SHEET SIZE: 42" X 30"
<br />LOC
<br />CLIEN
<br />ARCHITEC
<br />CONSULTANT
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<br />2/12/2025 12:03:35 PM
<br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
<br />2308
<br />TJI-SHEAR
<br />WALL
<br />TRANSFER
<br />DETAILS
<br />FEBRUARY 13, 2025
<br />PLAN CHECK
<br />SUBMITTAL 02
<br />S6.22
<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"2
<br />NON-BEARING WALL -
<br />JOIST PARALLEL
<br />SCALE : 1" = 1'-0"3
<br />NON-BEARING WALL -
<br />JOISTS PARALLEL
<br />SCALE : 1" = 1'-0"6
<br />DROP HEADER -
<br />JOIST PERPENDICULAR
<br />SCALE : 1" = 1'-0"7
<br />EXTERIOR SHEAR WALL -
<br />JOIST PARALLEL
<br />SCALE : 1" = 1'-0"8
<br />TYPICAL EXTERIOR WALL -
<br />JOIST PARALLEL
<br />SCALE : 1" = 1'-0"10
<br />INTERIOR SHEAR WALL -
<br />JOIST PERPENDICULAR
<br />SCALE : 1" = 1'-0"11
<br />INTERIOR SHEAR WALL -
<br />JOIST PARALLEL
<br />SCALE : 1" = 1'-0"1
<br />NON-BEARING WALL - JOIST
<br />PERPENDICULAR
<br />SCALE : 1" = 1'-0"4
<br />EXTERIOR SHEAR WALL -
<br />JOIST PERPENDICULAR
<br />SCALE : 1" = 1'-0"5
<br />TYPICAL EXTERIOR WALL -
<br />JOIST PERPENDICULAR
<br />SCALE : 1" = 1'-0"9 DROP HEADER - JOIST PARALLEL
<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
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