|
1/2"
<br />MIN
<br />TYP
<br />16d @
<br />16"OC, TYP
<br />BLKG @ 4'-0"OC MIN W/
<br />(2)-16d EA BLKG, EA SIDE
<br />SILL, TOP PLATE
<br />OR BLOCKING
<br />2x FULL DEPTH
<br />STUDS, TYP UNO
<br />SILL, TOP
<br />PLATE OR
<br />BLOCKING,
<br />TYP
<br />PLAN VIEW
<br />SCALE:S5.50
<br />TYPICAL CORNERS AND INTERSECTIONS
<br />AT WOOD STUD NON-SHEAR WALLS 3
<br />NONE
<br />DBL 2x TOP PL
<br />SIMPSON CTS218
<br />STRAP & FASTENERS
<br />PER SCHEDULE
<br />SCALE:S5.50
<br />TYPICAL STRENGTHENING OF
<br />NOTCH IN DOUBLE TOP PLATE 4A
<br />1 1/2" = 1'-0"
<br />4 1/2", MAX WIDTH OF
<br />OVERSIZED HOLE/ NOTCH
<br />IN DOUBLE TOP PLATE
<br />STRAP SCHEDULE
<br />WALL
<br />TYPE
<br />NUMBER OF
<br />STRAPS FASTENERS AT EACH STRAP
<br />NON-BRG 2x 2 (24)-10d x1 1/2" NAILS
<br />2x4 3 (24)-10d x1 1/2" NAILS
<br />2x6 4 (24)-#9 x1 1/2" SIMPSON SD WOOD SCREWS
<br />NOTE:
<br />1.USE THIS DETAIL WHERE NOTCH OR
<br />HOLE IS LARGER THAN ALLOWED
<br />PER TYPICAL HOLES AND NOTCHES
<br />IN WOOD, DETAIL 4 / S5.50.
<br />2.FOR LIMITATIONS ON HOLES AND
<br />NOTCHES IN DOUBLE TOP PLATE
<br />SPLICES, SEE DETAIL 3 / S5.55.
<br />SCALE:S5.50
<br />TYPICAL WOOD
<br />STUD WALL BLOCKING / BACKING 9
<br />NONE
<br />4x STUD DEPTH MIN (UNO)
<br />SOLID BLOCKING/ BACKING
<br />(CONTINUE TO AT LEAST 1
<br />STUD EA SIDE OF
<br />CONNECTION POINTS)
<br />CONNECTION POINT PER
<br />DETAIL (LOCATIONS VARY
<br />PER CONFIG OF ATTACHED
<br />ACCESSORIES)
<br />WOOD STUD PER
<br />PLAN OR FRAMING
<br />ELEV, TYP
<br />SIMPSON A34, TOP &
<br />BOT, EA END OF EA
<br />BLOCK, TYP UNO
<br />WOOD FASTENING SCHEDULE
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE
<br />OF FASTENER SPACING AND LOCATION
<br />1. STUD TO STUD AND ABUTTING STUDS AT
<br /> INTERSECTING WALL CORNERS 16d COMMON 16”OC FACE NAIL
<br />2. STUD TO TOP OR BOTTOM PLATE (4)-8d COMMON
<br />(2)-16d COMMON
<br />TOENAIL
<br />END NAIL
<br />3. TOP PLATE TO TOP PLATE 16d COMMON 16”OC FACE NAIL
<br />4. TOP PLATE TO TOP PLATE, AT STAGGERED
<br /> END JOINTS (8)-16d COMMON
<br />EACH SIDE OF END JOINT, FACE
<br />NAIL (MINIMUM 24” LAP SPLICE
<br />LENGTH EACH SIDE OF END JOINT)
<br />5. TOP PLATE LAPS AT CORNERS AND
<br /> INTERSECTIONS (2)-16d COMMON FACE NAIL
<br />6. STUD TO CONTINUOUS HEADER (4)-8d COMMON TOENAIL
<br />7. JOIST OR RAFTER TO RIM JOIST (3)-16d COMMON END NAIL
<br />8. RIM JOIST OR BLOCKING TO TOP PLATE, SILL
<br /> OR OTHER FRAMING BELOW 8d COMMON 6"OC, TOENAIL
<br />9. FLOOR JOIST TO SILL, TOP PLATE OR GIRDER (3)-8d COMMON TOENAIL
<br />10. BOTTOM PLATE THROUGH PLYWOOD TO RIM
<br /> JOIST, OR BLOCKING 16d COMMON 16”OC FACE NAIL
<br />11. RAFTER OR ROOF TRUSS TO TOP PLATE (3)-10d COMMON TOENAIL
<br />12. BLOCKING BETWEEN RAFTERS OR TRUSSES
<br /> TO TOP PLATE OR OTHER FRAMING BELOW (3)-8d COMMON EACH END, TOENAIL
<br />13. BLOCKING BETWEEN JOISTS, RAFTERS OR
<br /> TRUSS NOT AT THE WALL TOP PLATE, TO
<br /> JOIST RAFTER OR TRUSS
<br />(2)-8d COMMON
<br />(2)-16d COMMON
<br />(3 1/2” x0.162”)
<br />EACH END, TOENAIL
<br />END NAIL
<br />14. CEILING JOIST TO STUD FACE (3)-16d COMMON FACE NAIL
<br />15. CEILING NAILER TO STUD (2)-16d COMMON FACE NAIL
<br />16. CEILING JOIST TO NAILER (4)-8d COMMON TOE NAIL
<br />NOTES:
<br />1. COMMON WIRE NAILS SHALL BE USED EXCEPT WHERE NOTED OTHERWISE.
<br />2. WHEREVER POSSIBLE, NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED IN LIEU OF TOE NAILS.
<br />3. SCHEDULE BASED ON CBC TABLE 2304.10.1.
<br />SCALE:S5.50
<br />TYPICAL WOOD FASTENING SCHEDULE A
<br />NONE
<br />BEAM, JOIST, OR RAFTER
<br />SEE NOTES 5, 6 OR 7
<br />NOTES:
<br />1.ALL HOLES SHALL BE DRILLED.
<br />2.CORNERS OF ALL NOTCHES SHALL BE PRE-DRILLED.
<br />3.FOR CLOSER SPACED OPENINGS AT SILL OR TOP
<br />PLATES (6" MINIMUM CLEARANCE), A 1 1/2" x16GA
<br />GALVANIZED STRAP MAY BE USED ACROSS
<br />MULTIPLE OPENINGS W/ (3)-16d BETWEEN
<br />OPENINGS AND (6)-16d AT ENDS OF STRAP BEYOND
<br />LAST OPENINGS.
<br />4.WHERE NOTCH OR HOLE IN SILL PLATE IS GREATER
<br />THAN NOTED, PROVIDE ANCHOR BOLT OR 1/2"Ø
<br />HILTI KB-TZ (3" MIN EMBED) ON EA SIDE OF NOTCH.
<br />5.WHERE NOTCH OR HOLE IN TOP PLATE IS NOT IN
<br />CONFORMANCE WITH THIS DETAIL, SEE DETAIL 4A /
<br />S5.50 FOR STRENGTHENING.
<br />6.AT DOUBLE TOP PLATES IN LINE WITH HEAVY
<br />DOUBLE TOP PLATE SPLICE CALLED FOR ON PLAN
<br />AND DETAIL 3 / S5.55, PROVIDE (2)-STRAPS EACH
<br />SIDE OF DOUBLE TOP PLATE, STAGGERED (4
<br />STRAPS TOTAL).
<br />7.NOTCHES NOT PERMITTED IN BEAMS, JOISTS OR
<br />RAFTERS.
<br />8.DRILLED HOLE PERMITTED ONLY WITHIN MIDDLE
<br />THIRD OF BEAM, JOIST OR RAFTER SPAN. DRILLED
<br />HOLE NOT PERMITTED IN CANTILEVERED MEMBERS.
<br />SIMPSON RPS18 STRAP OR APPROVED
<br />EQUAL ON NOTCH SIDE OR ON SIDE
<br />CLOSEST TO DRILLED HOLE (ON SIDE
<br />CLOSEST TO THE HOLE IF NOT CTRD) TYP
<br />AT SILL PL & AT EA PL OF DBL TOP PL, UNO-
<br />SEE NOTE 6
<br />W
<br />SILL PLATE OR DOUBLE TOP PLATE
<br />5 1/2"
<br />MAX
<br />SEE
<br />NOTE 4
<br />18" MIN CLR
<br />SEE NOTE 3
<br />18" MIN CLR
<br />SEE NOTE 3
<br />5/
<br />8
<br />"
<br />MI
<br />N
<br />TY
<br />P
<br />25%W MAX AT STRUC
<br />WALL, 40%W MAX AT
<br />NON-STRUC WALLS
<br />40%W MAX AT STRUC
<br />WALL, 60%W MAX AT
<br />NON-STRUC WALLS,
<br />SEE NOTE 4
<br />SILL PLATE OR DOUBLE
<br />TOP PLATE PER PLAN
<br />W
<br />EQ
<br />EQ
<br />2W MIN CLRW/3 MAX
<br />HOLE DIA,
<br />TYP
<br />WALL STUD
<br />H
<br />W
<br />5/8"
<br />MIN
<br />TYP
<br />8"
<br />MA
<br />X
<br />6"
<br />MI
<br />N
<br />CL
<br />R
<br />6"
<br />MI
<br />N
<br />CL
<br />R
<br />25%W MAX AT
<br />BEARING & EXTERIOR
<br />STUDS, 40%W MAX AT
<br />NON-BEARING WALLS
<br />40%W MAX AT
<br />BEARING & EXTERIOR
<br />STUDS, 60%W MAX AT
<br />NON-BEARING WALLS
<br />SCALE:S5.50
<br />TYPICAL HOLES AND NOTCHES IN WOOD 4
<br />NONE
<br />H/4 MAX
<br />FROM TOP
<br />OR BOT OF
<br />STUDS AT
<br />EXTERIOR
<br />WALLS
<br />SIMPSON LCE
<br />WOOD POST
<br />PER PLAN
<br />WOOD POST
<br />PER PLAN
<br />SIMPSON AC
<br />WOOD BEAM
<br />PER PLAN
<br />C SPLICEL
<br />INTERMEDIATE CONDITION SPLICE CONDITION END CONDITION
<br />VERT TABS ON
<br />EITHER SET OF
<br />OPPOSITE FACES
<br />VERT TABS ON
<br />EITHER SET OF
<br />OPPOSITE FACES
<br />SCALE:S5.50
<br />TYPICAL
<br />WOOD BEAM TO ISOLATED WOOD POST 8
<br />NONE
<br />NOTES:
<br />1.USE HEADER DEPTH PER
<br />SCHEDULE UNLESS LARGER
<br />HEADER SHOWN ELSEWHERE.
<br />2.USE JAMB POST PER SCHEDULE
<br />UNLESS LARGER POST SHOWN
<br />ELSEWHERE.
<br />3.SEE ARCHITECTURAL DRAWINGS
<br />FOR SIZE AND SPACING OF STUDS
<br />FOR ALL ALL INTERIOR NON-
<br />STRUCTURAL WALLS.
<br />4.PROVIDE SOLID BLOCKING BELOW
<br />JAMB POST AND TRIMMER PER
<br />DETAIL 10 ON SHEET S5.50. 0390
<br />SCALE:S5.50
<br />TYPICAL
<br />OPENING IN INTERIOR WOOD STUD WALL 5
<br />NONE
<br />(4)-16d, STUD TO
<br />HEADER END
<br />HEADER PER SCHEDULE
<br />(MATCH STUD WALL WIDTH)
<br />2x TRIMMER W/ 16d @ 12"OC OR
<br />DOUBLE 2x TRIMMER WHERE
<br />REQD PER HEADER SCHEDULE
<br />JAMB POST PER SCHEDULE
<br />TOP OF CONCRETE
<br />WHERE OCCURS
<br />ANCHOR BOLT, SCREW OR SHOT
<br />PIN SILL FASTENER AS OCCURS
<br />SILL PLATE (PRESSURE
<br />TREATED AT CONC), UNO
<br />BLKG AT MID-HEIGHT
<br />(8'-0"OC MAX BWTN PLATES)
<br />WOOD STUDS
<br />PER PLAN, TYP
<br />DBL TOP PLATE
<br />BEARING INTERIOR HEADER SCHEDULE
<br />MAXIMUM
<br />OPENING
<br />SIZE
<br />HEADER SUPPORTING
<br />ROOF
<br />HEADER SUPPORTING
<br />FLOOR
<br />2x4 STUD
<br />WALL
<br />2x6 STUD
<br />WALL
<br />2x4 STUD
<br />WALL
<br />2x6 STUD
<br />WALL
<br />3'-11"4x8 6x6 4x8 6x6
<br />6'-2"4x12 6x8 4x14*6x10
<br />8'-3"4x14*6x10 3 1/2" x11 7/8"
<br />LVL*6x12*
<br />NOTE: * INDICATES THAT DOUBLE TRIM STUD IS REQUIRED.
<br />BEARING INTERIOR JAMB POST SCHEDULE
<br />FLOOR
<br />LEVEL
<br />MAXIMUM OPENING SIZE
<br />3'-11"6-2"8'-3"
<br />2x4 STUD
<br />WALL
<br />2x6 STUD
<br />WALL
<br />2x4 STUD
<br />WALL
<br />2x6 STUD
<br />WALL
<br />2x4 STUD
<br />WALL
<br />2x6 STUD
<br />WALL
<br />SUPPORTING ROOF
<br />ABOVE (2)-2x4 2x6 (3)-2x4 (2)-2x6 (3)-2x4 (2)-2x6
<br />SUPPORTING ROOF
<br />+ 1 FLOOR 4x4 2x6 4x6 (2)-2x6 4x8 (2)-2x6
<br />4"
<br />MAX
<br />NON-BEARING INTERIOR HEADER SCHEDULE
<br />MAXIMUM
<br />OPENING
<br />SIZE
<br />HEADER SUPPORTING
<br />ROOF
<br />HEADER SUPPORTING
<br />FLOOR
<br />2x4 STUD
<br />WALL
<br />2x6 STUD
<br />WALL
<br />2x4 STUD
<br />WALL
<br />2x6 STUD
<br />WALL
<br />3'-11"4x6 6x4 FLAT 4x6 6x4 FLAT
<br />6'-2"4x10 6x6 4x12 6x8
<br />8'-3"4x12 6x8 4x14 6x10
<br />NOTE: PROVIDE SINGLE TRIMMER AND 2x JAMB POST, TYPICAL
<br />UNLESS NOTED OTHERWISE. AT OPENINGS GREATER THAN 3'-11",
<br />PROVIDE (2)-2x JAMB POST.
<br />SCALE:S5.50
<br />TYPICAL
<br />OPENING IN EXTERIOR WOOD STUD WALL 6
<br />NONE
<br />SIMPSON A34
<br />EA SIDE
<br />(4)-16d, STUD TO
<br />HEADER END
<br />HEADER PER SCHEDULE
<br />(MATCH STUD WALL WIDTH)
<br />SIMPSON A34
<br />TOP & BOT
<br />2x TRIMMER W/ 16d @
<br />12"OC OR DOUBLE 2x TRIMMER
<br />WHERE REQD PER HEADER SCHEDULE
<br />DBL 2x6 JAMB POST
<br />TOP OF CONCRETE
<br />WHERE OCCURS
<br />ANCHOR BOLT, SCREW OR SHOT
<br />PIN SILL FASTENER AS OCCURS
<br />SILL PLATE (PRESSURE
<br />TREATED AT CONC), UNO
<br />DBL 2x SILL WHERE
<br />WINDOW OCCURS, W/
<br />SIMP A35 T&B EA END 4"
<br />MAX
<br />DBL TOP PLATE
<br />EXTERIOR HEADER SCHEDULE
<br />MAXIMUM
<br />OPENING
<br />SIZE
<br />HEADER AT ROOF HEADER AT FLOOR
<br />2x6 STUD WALL 2x6 STUD WALL
<br />3'-11"6x6 6x6
<br />6'-2"6x8 6x10
<br />8'-3"6x10 6x12
<br />NOTES:
<br />1.USE HEADER DEPTH PER
<br />SCHEDULE UNLESS LARGER
<br />HEADER SHOWN ELSEWHERE.
<br />2.USE JAMB POST PER SCHEDULE
<br />UNLESS LARGER POST SHOWN
<br />ELSEWHERE.
<br />4.PROVIDE SOLID BLOCKING BELOW
<br />JAMB POST AND TRIMMER PER
<br />DETAIL 10 ON SHEET S5.50. 0390
<br />BLKG AT MID-HEIGHT
<br />(8'-0"OC MAX BWTN PLATES)
<br />WOOD STUDS
<br />PER PLAN, TYP
<br />DBL TOP PLATE
<br />EXTERIOR JAMB POST SCHEDULE
<br />FLOOR
<br />LEVEL
<br />MAXIMUM OPENING SIZE
<br />3'-11"
<br />(2x6 STUD WALL)
<br />6'-2"
<br />(2x6 STUD WALL)
<br />8'-3"
<br />(2x6 STUD WALL)
<br />SUPPORTING ROOF
<br />ABOVE 2x6 (2)-2x6 (2)-2x6
<br />SUPPORTING ROOF
<br />+ 1 FLOOR (2)-2x6 (2)-2x6 (3)-2x6
<br />SIMPSON A34
<br />SIMPSON LTP4 (OR A34
<br />WHERE WINDOW OCCURS)
<br />JAMB POST PER SCHED
<br />SCALE:S5.50
<br />TYPICAL INTERIOR NON-BEARING
<br />WOOD STUD PARTITION AT JOIST OR RAFTER 7
<br />NONE
<br />SIMPSON DTC SPACING SCHEDULE
<br />FULLY SHEATHED, MAXIMUM
<br />STUD HEIGHT
<br />MAXIMUM DTC
<br />SPACING
<br />10'32"OC
<br />14'24"OC
<br />20'16"OC
<br />NOTE:
<br />PROVIDE (4)-8d FROM DTC TO TOP
<br />PLATE & (1)-8d IN APPROXIMATE
<br />CENTER OF EACH VERTICAL SLOT
<br />OF DTC TO JOIST, RAFTER OR
<br />BLOCK. DO NOT OVERDRIVE NAIL
<br />TO MAINTAIN SLIPPING ABILITY.
<br />SHEATHING PER PLAN
<br />SIMPSON DTC, MAX
<br />SPACING PER SCHED
<br />(SEE NOTE)
<br />JOIST OR RAFTER
<br />PER PLAN
<br />1/
<br />2
<br />"
<br />GA
<br />P
<br />DBL TOP PLATE
<br />1/
<br />2
<br />"
<br />GA
<br />P
<br />CEILING PER ARCH
<br />2x4 FLAT BLKG
<br />AT EA DTC WITH
<br />(2)-16d EACH END
<br />PERPENDICULAR FRAMING PARALLEL FRAMING
<br />SAWN LUMBER JOIST/RAFTER
<br />SCALE:S5.50
<br />TYPICAL
<br />HORIZONTAL FRAMING AT OPENING (4'-0" MAX)10
<br />NONE
<br />3 JOIST SPACES OR
<br />4'-0" MAX UNO
<br />OPEN
<br />DOUBLE
<br />MEMBERS, TYP
<br />SIMP U
<br />HANGER, TYP
<br />(E) JOIST OR
<br />RAFTER PER
<br />PLAN, TYP
<br />SCALE:S5.50
<br />TYPICAL ISOLATED WOOD POST BASE 2
<br />NONE
<br />SCALE:S5.50
<br />TYPICAL WOOD POST IN SHORT STUD WALL 1B
<br />NONE
<br />SCALE:S5.50
<br />TYPICAL WOOD POST IN STUD WALL 1A
<br />NONE
<br />3"
<br />MIN
<br />EDGE OF
<br />CONC WHERE
<br />OCCURS
<br />WOOD POST
<br />PER PLAN
<br />CONC FTG OR
<br />SLAB AS OCCURS
<br />PER PLAN
<br />WHERE STUD WALL IS NOT LONG
<br />ENOUGH TO ALLOW FOR (2)-SILL
<br />BOLTS MINIMUM WITHIN A
<br />CONTINUOUS SILL, PROVIDE
<br />SIMPSON ABU POST BASE W/ SILL
<br />PLATE CONT OVER BASE PLATE
<br />TYP SILL PLATE
<br />& SILL BOLTS
<br />PER PLAN
<br />CONC FTG OR
<br />SLAB AS OCCURS
<br />PER PLAN
<br />END OF SILL PL
<br />WHERE OCCURS
<br />WOOD POST
<br />PER PLAN
<br />SIMPSON ABU
<br />SIMPSON A34 EA SIDE TYP SILL PLATE & SILL
<br />BOLTS PER PLAN, SEE NOTE
<br />CONC FTG OR
<br />SLAB AS OCCURS
<br />PER PLAN
<br />NOTE:
<br />WHERE STUD WALL IS NOT
<br />LONG ENOUGH TO ALLOW
<br />FOR (2)-SILL BOLTS MINIMUM
<br />WITHIN A CONTINUOUS SILL,
<br />SEE 1B S5.50
<br />WALL LENGTH
<br />WOOD POST
<br />PER PLAN
<br />5 1/2"
<br />MIN
<br />NOTE:
<br />MINIMUM SPACING
<br />OF SILL BOLTS IS 4".
<br />WOOD BEAM PER PLAN
<br />W/ SIMPSON HUC OR
<br />HUCQ HANGERS W/ALL
<br />HOLES FILLED WHERE
<br />CONCEALED HANGERS
<br />REQUIRED
<br />SAWN LUMBER
<br />JOIST WHERE
<br />OCCURS PER PLAN
<br />AT SAWN LUMBER:
<br />SIMPSON LUS, JB, JBA
<br />OR HUSTF HANGER (HUC
<br />OR HUCQ WHERE
<br />CONCEALED HANGERS
<br />REQD) W/ ALL HOLES
<br />FILLED W/ NAILS
<br />SPECIFIED BY SIMPSON
<br />PLYWOOD SHEATHING
<br />PER PLAN
<br />SCALE:S5.50
<br />TYPICAL JOIST TO WOOD BEAM CONNECTION 11
<br />NONE
<br />WD PROJ. #DRAWN BY:CHECKED DATE
<br />23411 JA EG/SH
<br />WESTGROUP DESIGNS, INC.©
<br />ISSUED FOR:
<br />REGISTRATION/SIGNATURE:
<br />SHEET TITLE:
<br />SHEET NUMBER:
<br />S5.50
<br />REVISIONS:
<br />02/19/25
<br />TYPICAL WOOD
<br />FRAMING DETAILS
<br />No.3503
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<br />BEWLEY STREET
<br />RESIDENCE
<br />ILLUMINATION
<br />FOUNDATION
<br />918 BEWLEY STREET,
<br />SANTA ANA, CA 92703
<br />LONG BEACH • SAN DIEGO
<br />Project:
<br />LONG BEACH OFFICE
<br />3900 Cover Street, Long Beach
<br />CA 90808 • 562.985.3200
<br />S T R U C T U R A L E N G I N SREE
<br />23-0221-00
<br />02/19/251 DELTA 1
<br />02/19/25CITY APPROVAL
<br />03/24/252 DELTA 2
<br />No.3503
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<br />B A
<br />LAE
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<br />URALTSRUCT
<br />
<br />Renewal Date
<br />LICENSED ARCHITECT
<br />STATE OF C A L I FORNI
<br />A
<br />J
<br />C32284
<br />HOSHUAJAMESSMIT
<br />05/31/25
<br />03/24/25
<br />914-918 N Bewley
<br />St5/8/2025
|