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LAP PLATES AT ALL INTERSECTIONS
<br />AND CORNERS AND PROVIDE 4-16d
<br />AT EACH LAP, SEE DETAIL
<br />PROVIDE BUILT-UP 3 STUD
<br />ASSEMBLY AT EXTERIOR
<br />CORNERS AND AT ALL WALL
<br />INTERSECTIONS W/ 16d AT
<br />24"OC INTERNAILING
<br />PROVIDE MULTIPLE STUDS
<br />OR POSTS UNDER ALL BUILT-
<br />UP JOISTS OR BEAMS TO
<br />MATCH WIDTH OF JOISTS,
<br />BEAMS, OR RAFTERS ABOVE
<br />9" MAX END DISTANCE FOR ALL
<br />FASTENINGS (MIN OF 2
<br />FASTENERS PER PIECE OF
<br />SILL)
<br />HEADER, SEE PLAN
<br />AND DETAIL
<br />16d AT 12"OC
<br />TYPCIAL AT ALL
<br />MULTIPLE STUDS
<br />2x SOLID BLOCKING
<br />FOR WALLS OVER 10'-0"
<br />HIGH W/ 2-10d TOE NAIL
<br />EACH END 4'-6"OC MAX
<br />SPACING UNO
<br />2-16d END NAILS,
<br />MIN (TYP TOP &
<br />BOTTOM) U.N.O.
<br />NOTE:
<br />CUTTING, NOTCHING, OR BORING OF
<br />STUDS OR PLATES SHALL COMPLY WITH
<br />DETAILS ON .
<br />CONCRETE CONDITION
<br />WALL HEIGHT 'H'
<br />AT HOLES IN TOP
<br />PLATES SEE DETAIL
<br />FLUSH BM SEE PLAN &
<br />SCHEDULE DETAIL
<br />SEE DETAIL
<br />4'-0" MIN LAP FOR SPLICE
<br />16d AT 12"OC
<br />MAX, U.N.O.
<br />LAP END TO OCCUR
<br />OVER STUD (TYPICAL)
<br />EXTERIOR WALL FLUSH
<br />HEADER, SEE PLAN &
<br />SCHEDULE DETAIL
<br />HEADER, SEE PLAN
<br />AND DETAIL
<br />16d AT 12"OC
<br />TYPCIAL AT ALL
<br />MULTIPLE STUDS
<br />SILL, SEE PLAN
<br />AND DETAIL
<br />ANCHOR BOLTS &
<br />SIMPSON BP PLATE WASHERS
<br />SEE DETAIL
<br />CONT 2x MIN SILL PLATE
<br />SEE GENERAL NOTES AT
<br />SHEAR WALLS SEE SHEAR
<br />WALL SCHEDULE
<br />2x, 3x OR 4x STUDS AT 16"OC MAX TYPICAL,
<br />U.N.O., PER WALL SCHEDULE
<br />POST, SEE PLAN
<br />DOUBLE KING STUDS
<br />WHERE REQUIRED SEE
<br />DETAILS
<br />FOR HOLES IN STUDS
<br />SEE DETAIL
<br />CONTINUOUS 2x MIN
<br />SOLE PLATE W/ 16d
<br />AT 8"OC MAX AT SHEAR
<br />WALLS, SEE SHEAR
<br />WALL SCHEDULE
<br />A35'S @
<br />POSTS, TYP
<br />2 BAY 2x SOLID
<br />BLKG AT
<br />DOORS
<br />TYP
<br />/6 S6.03
<br />/10 S6.03
<br />/2 S6.03
<br />/6 S6.02
<br />/2 S6.02
<br />/8 S6.02
<br />S6.02
<br />INTERIOR WALL STUD SCHEDULE (NON-BEARING)
<br />MAX HEIGHT 'H'INTERIOR WALL STUD
<br />SPACING U.N.O.
<br />H < 12'-6"
<br />H < 18'-0"
<br />2x4 @ 16" OC
<br />2x6 @ 16" OC
<br />NOTE:
<br />1. FOR JACK STUDS AND KING STUDS, SEE HEADER SCHEDULE.
<br />2. THESE WALLS SHALL HAVE AT MIN 1 LAYER OF 5/8" GYP BOARDS ON BOTH SIDES.
<br />PROVIDE BUILT-UP (3)
<br />STUDS ASSEMBLY AT
<br />EXTERIOR CORNERS AND
<br />AT ALL WALL
<br />INTERSECTIONS w/ 16d AT
<br />24"OC INTERNAILING
<br />LAP PLATES AT ALL
<br />INTERSECTIONS AND CORNERS
<br />AND PROVIDE 4-16d AT EACH
<br />LAP, SEE DETAIL
<br />AT HOLES IN
<br />TOP PLATES
<br />SEE
<br />CONT. 2x MIN SILL PLATE L.V.P. AT
<br />16"OC, MAX SEE , DOUBLE
<br />SILL PLATE WITH NAILING PER
<br />SCHEDULE WHERE LW
<br />CONCRETE TOPPING IS PLACED
<br />NOTE:
<br />CUTTING, NOTCHING, OR BORING OF
<br />STUDS OR PLATES SHALL COMPLY
<br />WITH DETAILS ON .
<br />CONCRETE CONDITION
<br />HEADER, SEE PLAN
<br />AND DETAIL
<br />16d AT 12"OC
<br />TYPICAL AT ALL
<br />MULTIPLE
<br />STUDS
<br />2x SOLID BLOCKING OR
<br />WALLS OVER 10'-0"
<br />HIGH W/ 2-10d TOE
<br />NAIL EACH END 48"o.c.
<br />MAX SPACING
<br />2-16d END NAILS, MIN
<br />(TYP TOP & BOTTOM)
<br />U.N.O.
<br />STUDS AT 16"OC MAX, TYP AT
<br />FURRED AND NON-BEARING
<br />INTERIOR PARTITIONS, SEE PLAN
<br />& SCHEDULE DETAIL
<br />DOUBLE KING STUDS
<br />WHERE REQUIRED
<br />SEE DETAIL
<br />FOR HOLES IN STUDS
<br />SEE DETAIL
<br />LAP END TO
<br />OCCUR OVER
<br />STUD (TYPICAL)
<br />16d AT 12"OC MAX,
<br />U.N.O.
<br />SEE DETAIL
<br />4'-0" MIN LAP FOR SPLCE
<br />WALL HEIGHT 'H'
<br />BAY OF 2x SOLID
<br />BLKG AT DOORS
<br />AT HOLES IN
<br />SILL PLATES
<br />SEE
<br />/1 S6.03
<br />/5 S6.02
<br />/8 S6.02
<br />/----
<br />/1 S6.02
<br />/2 S6.04
<br />/1 S6.03
<br />/10 S6.03
<br />/8 S6.02
<br />S6.02
<br />3
<br />TRIM TO ACCOMODATE
<br />ROOF SLOPE AND
<br />PROVIDE FULL BEARING
<br />FOR TOP PLATE
<br />JOIST
<br />PER PLAN
<br />MAX 2"
<br />GLB PER PLAN,
<br />NOTCHED TO
<br />ACCOMODATE ROOF
<br />SLOPE AND PROVIDE
<br />FULL BEARING
<br />CRIPPLE STUDS/POST
<br />PER PLAN
<br />HEADER PER PLAN
<br />SHEARWALL
<br />SHEATHING
<br />PER PLAN
<br />NOTES:
<br />1. SEE FOR ALL INFO NOT SHOWN.
<br />2. IN LIEU OF NOTCHING, IT'S STRUCTURALLY ACCEPTABLE TO USE
<br />SHAPED TOP PLATE TO PROVIDE FULL BEARING FOR GLB.
<br />/4 S6.22
<br />(2) SIMPSON A34 AT
<br />EA ROOF JOIST,
<br />ONE ON EA SIDE
<br />SIMPSON A34
<br />@ 9" OC
<br />3
<br />NOTES:
<br />1. SEE FOR ALL INFO NOT SHOWN.
<br />2. IN LIEU OF NOTCHING, IT'S STRUCTURALLY ACCEPTABLE TO USE
<br />SHAPED TOP PLATE TO PROVIDE FULL BEARING FOR GLB.
<br />GLB PER PLAN,
<br />NOTCHED TO
<br />ACCOMODATE ROOF
<br />SLOPE AND PROVIDE
<br />FULL BEARING
<br />CRIPPLE STUDS/POST
<br />PER PLAN
<br />HEADER PER PLAN
<br />SHEARWALL
<br />SHEATHING
<br />PER PLAN
<br />MAX 2"
<br />JOIST
<br />PER PLAN
<br />/4 S6.22
<br />(2) SIMPSON A34 AT
<br />EA ROOF JOIST,
<br />ONE ON EA SIDE
<br />SIMPSON LTP4
<br />@ 9" OC
<br />SIMPSON A34
<br />@ 9" OC
<br />BN
<br />3
<br />3
<br />3
<br />3
<br />POST SEE PLAN
<br />FOR SIZE
<br />TOP OF CONCRETE
<br />FILLED METAL DECK
<br />PER PLAN
<br />SIMPSON A35 OR BCO
<br />EACH SIDE
<br />2x CONTINUOUS SILL PLATE
<br />1/2"Ø KB-TZ2 W/ 2"
<br />EFF-EMBED
<br />1 1/2"
<br />3"
<br />9"
<br />POST PER PLANPL 1/4x3x0'-9" EACH
<br />SIDE W/ (2) 3/4"Ø BOLTS
<br />CONC FILLED METAL
<br />DECK PER PLAN
<br />3/16
<br />TYP
<br />3/16
<br />TYP
<br />STL BEAM PER PLAN
<br />1/4" STIFF PL
<br />AT EA END
<br />PROJECT
<br />COPYRIGHT LOC, INC
<br />ORIGINAL SHEET SIZE: 42" X 30"
<br />LOC
<br />CLIEN
<br />ARCHITEC
<br />CONSULTANT
<br />AC
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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 />S6.04
<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 : 3/4" = 1'-0"3 TYPICAL WALL FRAMING DETAILS EXTERIOR AND INTERIOR BEARING
<br />SCALE : 1" = 1'-0"1 GLB DETAIL
<br />SCALE : 1" = 1'-0"2
<br />INTERIOR WALL STUD SCHEDULE
<br />(NON-BEARING)
<br />SCALE : 3/4" = 1'-0"4 TYPICAL WALL FRAMING DETAILS - NON-BEARING WALLS
<br />1A GLB EXTERIOR DETAIL
<br />1B GLB OVERHANG DETAIL
<br />SCALE : 1" = 1'-0"5
<br />TYP WOOD POST ON SILL PLATE &
<br />CONC FILLED DECK
<br />SCALE : 1" = 1'-0"6
<br />ISOLATED WOOD POST ON SILL PLATE &
<br />CONC FILLED DECK
<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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