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2x82x6
<br />STUD SIZE
<br />16d AT 12"o.c., TYP
<br />2-4x10
<br />2-4x8
<br />2-4x66x63'-0" MAX
<br />5'-0" MAX
<br />8'-0" MAX
<br />2x4
<br />4x6
<br />4x14
<br />4x10 6x8
<br />5 1/4 x 9 1/4 PSL
<br />OR 6x12
<br />FULL DEPTH
<br />HEADER
<br />ALTERNATE
<br />6-16d EA END
<br />AT EXT
<br />OPENINGS
<br />> 5'-0"
<br />HEADER MEMBER ON EDGE,
<br />SEE TABLE BELOW FOR SIZE
<br />1 JACK STUD FOR OPNGS ≤ 5'-0"
<br />2 JACK STUDS FOR OPNGS ≤ 8'-0"
<br />SAME SIZE AS WALL STUDS, U.N.O.
<br />CRIPPLE STUDS 4-16d EACH
<br />END U.N.O.
<br />2-10d TOE NAILS EACH END
<br />FULL HEIGHT KING STUD
<br />2-STUDS AT OPENINGS > 5'-0"
<br />(ADD ADDITIONAL KING STUD FOR
<br />EA LEVEL OF FRAMING ABOVE
<br />WHERE JAMBS STACK)
<br />WIDTH
<br />OF
<br />OPENING
<br />NOTES:
<br />1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR,
<br />AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND
<br />SPECIFIC DETAILS. A FULL DEPTH HEADER MAY BE USED IN LIEU OF THE
<br />HEADERS NOTED IN THE TABLE. IF A FULL DEPTH HEADER IS USED, THE
<br />CRIPPLE STUDS MAY BE OMITTED.
<br />7
<br />S6.03
<br />OVER 10'-0" SEE PLAN AND SPECIFIC DETAILS
<br />2-4x12SEE PLAN &
<br />SPECIFIC DETAILS 6x1410'-0" MAX
<br />2x6 2x6
<br />NOTE:
<br />FOR HEADER, SEE SCHEDULE
<br />CRIPPLE STUDS
<br />WHERE IT
<br />OCCURS
<br />TYPICAL U.N.O.
<br />CONTINUOUS
<br />DOUBLE
<br />TOP PLATES, TYPICAL
<br />JACK STUD
<br />BEYOND
<br />TYPICAL
<br />HEADER
<br />TYPICAL
<br />PLYWOOD
<br />SHIMS
<br />2x4
<br />PLYWOOD
<br />SHIMS
<br />2-2x4 or 4x4
<br />2-2x6 or 4x6
<br />2-2x8 or 4x8
<br />3-2x4 or 6x6
<br />3-2x6 or 6x6
<br />3-2x8 or 6x8
<br />2x4 2x6
<br />SEE SPECIFIC DETAILS
<br />3'-0" MAX
<br />5'-0" MAX
<br />8'-0" MAX
<br />OVER 8'-0"
<br />NOTES:
<br />1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR,
<br />AND OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND
<br />SPECIFIC DETAILS. A FULL DEPTH HEADER MAY BE USED IN LIEU OF THE
<br />HEADERS NOTED IN THE TABLE. IF A FULL DEPTH HEADER IS USED, THE
<br />CRIPPLE STUDS MAY BE OMITTED.
<br />2. IF 6x12 CONTINUOUS ROM BEAM IS PRESENT ABOVE OPENING, HEADER
<br />MAY BE FRAMED WITH 2-2x4 AND CRIPPLE STUDS ABOVE.
<br />CRIPPLE STUDS 4-16d MINIMUM
<br />EACH END
<br />2-10d TOE NAILS EACH END
<br />FULL HEIGHT KING
<br />STUD 2-STUDS AT
<br />OPENINGS > 5'-0"
<br />HEADER MEMBER ON EDGE,
<br />SEE TABLE BELOW FOR
<br />SIZE
<br />1 JACK STUD, SAME SIZE
<br />AS WALL STUDS, UNLESS
<br />NOTED ON PLAN
<br />16d AT 12"o.c.
<br />WIDTH OF
<br />OPENING
<br />STUD SIZE
<br />16d AT 12"o.c.,TYP
<br />6x12
<br />TYP, UNO ON PLAN
<br />1- FULL HEIGHT
<br />KING STUD
<br />JACK STUDS AT ROOF:
<br />1 STUDS FOR OPENINGS < 5'-0"
<br />2 STUDS FOR OPENINGS < 8'-0"
<br />SAME SIZE AS WALL STUDS, UNO
<br />JACK STUDS AT FLOORS BELOW:
<br />ADD ADDITIONAL JACK STUD FOR
<br />EA LEVEL OF FRAMING ABOVE
<br />NOTES:
<br />1. HEADERS NOTED SHALL BE PROVIDED OVER ALL WINDOW, AND DOOR OVER
<br />BALCONIES, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAIL
<br />2. THIS DETAILS ONLY APPLIES TO 6" EXTERIOR WALL
<br />3. ALL EXTERIOR WALL FRAMING MEMBERS TO BE FIRE TREATED.
<br />4. WHERE FULL WIDTH/DEPTH CONTINUOUS RIM BEAM IS PROVIDED OVER THE
<br />OPENING, HEADER CAN BE OMITTED. JAMB STUD QUANTITY AND CONNECTIONS
<br />TO MATCH JACK STUD SCHEDULE AS SHOWN.
<br />A35'S @ TOP TYP
<br />6-16d EA END 8'-0" MAX
<br />LS1, NS2SIMPSON STRAP
<br />TIE PER PLAN &
<br />SCHEDULE ON S2.3
<br />EXTERIOR
<br />FRAMING
<br />PER S6.16
<br />LS1, NS1
<br />PERPENDICULAR TO JOISTS
<br />CLR
<br />1/2" MIN
<br />PLY SHTG
<br />JOISTS
<br />SIMPSON DTC @ 48" OC
<br />(NAIL SHALL BE INSTALLED
<br />IN THE MIDDLE OF SLOT)
<br />WALL STUDS PER PLAN
<br />PARALLEL TO JOISTS
<br />CLR
<br />1/2" MIN
<br />SIMPSON DTC @ 48" OC
<br />(NAIL SHALL BE INSTALLED
<br />IN THE MIDDLE OF SLOT)
<br />JOIST
<br />2x4 @ 4'-0" W/
<br />(2) 16d EA END
<br />WALL STUDS PER PLAN
<br />CLR
<br />1/2" MIN
<br />SIMPSON DTC @ 48" OC
<br />(NAIL SHALL BE INSTALLED
<br />IN THE MIDDLE OF SLOT)
<br />FULL DEPTH 2x BLKG
<br />EA SIDE @ 48" OC
<br />JOISTS
<br />WALL STUDS PER PLAN
<br />NOTE:
<br />1. DO NOT INSTALL NON-BEARING PARTITIONS UNTIL DEAD LOAD IS IN PLACE.
<br />(WHERE APPROPRIATE DEFLECTION SPACE HAS BEEN PROVIDED FOR THIS
<br />REQUIREMENT MAY BE WAIVED).
<br />SEE PLANS AND SPECIFIC DETAILS
<br />2x4
<br />1-2x43'-0" MAX
<br />5'-0" MAX
<br />8'-0" MAX
<br />OVER 10'-0"
<br />2-16d
<br />2-2x4
<br />3-2x4
<br />2x6
<br />1-2x6
<br />2-2x6
<br />3-2x6
<br />2x8
<br />1-2x8
<br />2-2x8
<br />3-2x8
<br />2-16d AT 16"OC
<br />SILL MEMBER (FLAT)
<br />SEE TABLE BELOW FOR
<br />SIZE
<br />ONE JACK, SAME SIZE
<br />AS STUD, UNLESS
<br />NOTED ON PLAN
<br />WIDTH OF
<br />OPENING
<br />STUD WIDTH SIZE
<br />2-16d EA 2x
<br />MINIMUM
<br />FULL HEIGHT
<br />KING STUD
<br />SEE HEADER
<br />SCHEDULE
<br />10'-0" MAX 4-2x4 4-2x6 4-2x8
<br />WALL ABOVE
<br />WHERE OCCURS
<br />BEAM SEE PLAN
<br />BEAM
<br />EDGE NAILING
<br />HANGER, TYPICAL
<br />SEE SCHEDULE
<br />1 3/4" x 11 1/4"
<br />TOP FLANGE
<br />MIT11.88
<br />FACE MOUNTED
<br />HU11
<br />SIMPSON DESIGNATIONS
<br />TYPE
<br />EGQ3.62 - SDS3 HGU3.63 - SDS
<br />EGQ5.50 - SDS3 HGU5.5 - SDS
<br />EGQ7.25 - SDS3 HGU7.25 - SDS
<br />3 1/2" x 11 1/4"
<br />5 1/4" x 11 1/4"
<br />7" x 11 1/4"
<br />NOTES:
<br />1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FILL ALL HOLES
<br />WITH FASTENERS SPECIFIED FOR MAXIMUM LOADS.
<br />2. USE SKEWED OR SLOPED HANGERS AS REQUIRED.
<br />3. HANGERS ARE TYPICAL UNI IN DRAWINGS.
<br />4. SEE FOR I-JOIST HANGER SCHEDULE/2 S6.21
<br />3
<br />2x82x6
<br />STUD SIZE
<br />8x 'd'
<br />8x 'd'
<br />8x 'd'6x 'd'3'-0" MAX
<br />5'-0" MAX
<br />8'-0" MAX
<br />OVER 8'-0"
<br />2x4
<br />4x 'd'
<br />4x 'd'
<br />4x 'd'
<br />SEE PLAN AND SPECIFIC DETAILS
<br />6x 'd'
<br />6x 'd'
<br />NOTES:
<br />1. HEADERS NOTED IN TABLE SHALL BE PROVIDED OVER ALL WINDOW, DOOR, AND
<br />OTHER OPENINGS, UNLESS NOTED OTHERWISE ON PLANS AND SPECIFIC DETAILS.
<br />2. 'd' TO MATCH FLOOR FRAMING DEPTH.
<br />WIDTH OF
<br />OPENING
<br />2-4-16d
<br />EA END16d AT 12"OC, TYP
<br />2 STUDS FOR OPNGS ≤ 5'-0"
<br />3 STUDS FOR OPNGS ≤ 8'-0"
<br />4 STUDS FOR OPNGS ≤ 10'-0"
<br />SAME SIZE AS WALL STUDS,
<br />U.N.O.
<br />A35 @ FILLER
<br />SEISMIC
<br />STRAP PER
<br /> ,TYP
<br />.PERPENDICULAR
<br />JOISTS PER PLAN
<br />WHERE OCCUR
<br />FILLER FRAMING
<br />AS NEEDED
<br />PLYWOOD SHEATING
<br />PER PLAN
<br />BEAM PER PLAN
<br />2-2x CONT TOP
<br />PL
<br />A35 EA SIDE
<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 12:03:30 PM
<br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
<br />2308
<br />TYPICAL
<br />WOOD
<br />DETAILS
<br />FEBRUARY 13, 2025
<br />PLAN CHECK
<br />SUBMITTAL 02
<br />S6.03
<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 HEADER SCHEDULE (BEARING)
<br />SCALE : 1" = 1'-0"7 TYPICAL HEADERS
<br />SCALE : 1" = 1'-0"1 HEADER SCHEDULE (NON-BEARING)
<br />SCALE : 1" = 1'-0"3 DROPPED HEADER
<br />SCALE : 1" = 1'-0"10 NON-BEARING PARTITION TOP PL CONN
<br />SCALE : 1" = 1'-0"6 SILL SCHEDULE
<br />SCALE : 1" = 1'-0"8 SECTION AT BEAM CONNECTION
<br />SCALE : 1" = 1'-0"9 SAWN LUMBER BEAM HANGER SCHEDULE
<br />SCALE : 1" = 1'-0"4 FLUSH HDR SCHED - EXTERIOR WALL
<br />SCALE : 1" = 1'-0"5 TYP FLUSH BEAM PERPENDICULAR TO WALL
<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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