|
SCALE:S5.55
<br />TYPICAL SHEAR TRANSFER OPTIONS 1
<br />NONE
<br />PLYWOOD SHEATHING
<br />PER PLAN
<br />RIM JOIST OR
<br />BLKG AS OCCURS
<br />PROVIDE SIMPSON LTP4
<br />OR A35 AS REQD PER
<br />SCHED ON A S5.55
<br />SCALE:S5.55
<br />TYPICAL CORNERS AND
<br />INTERSECTIONS AT WOOD STUD SHEAR WALLS 3
<br />NONE
<br />NOTES:
<br />1.TO AVOID WOOD SPLITTING, PRE-
<br />DRILL HOLE FOR 20d NAILS (MAXIMUM
<br />PRED-DRILL HOLE SIZE=0.14"Ø)
<br />2.PRE-DRILL HOLES FOR LAG SCREWS
<br />PER GENERAL NOTES.
<br />ALTERNATE CONNECTION
<br />PLAN VIEW
<br />NON-SHEAR WALL AND SHEAR WALL AT T-INTERSECTION
<br />STANDARD CONNECTION
<br />PLAN VIEW
<br />SHEAR WALL AT T-INTERSECTION
<br />PLAN VIEW
<br />PLYWOOD AT INSIDE CORNER - ONE SIDE
<br />PLAN VIEW
<br />PLYWOOD AT INSIDE CORNER - TWO SIDES
<br />PLAN VIEW
<br />PLYWOOD AT OUTSIDE CORNER - ONE SIDE
<br />EN
<br />POST & HOLDOWN
<br />PER SW SCHED
<br />EN
<br />2x
<br />2x OR 3x PER SW SCHED
<br />PLYWOOD WHERE
<br />OCCURS, TYP
<br />FASTENER PER FASTENER
<br />SCHED IN THIS DETAIL
<br />1 1/2" AT 2x, 2 1/2" AT
<br />3x EDGE MEMBER
<br />PER SW SCHED
<br />PLYWOOD WHERE
<br />OCCURS, TYP
<br />POST & HOLDOWN
<br />PER SW SCHED
<br />EN
<br />2x
<br />FASTENER PER FASTENER
<br />SCHED IN THIS DETAIL, PROVIDE
<br />(2)- ROWS AT PLY EN, BOTH SIDES
<br />PLYWOOD PER SW SCHED
<br />2x OR 3x PER SW SCHEDBOLTED HOLDOWN
<br />WHERE OCCURS, DO
<br />NOT COUNTERSINK
<br />NUT IN POST
<br />EN
<br />EN
<br />PLYWOOD PER
<br />SW SCHED, TYP
<br />PLYWOOD PER
<br />SW SCHED
<br />POST & HOLDOWN
<br />PER SW SCHED
<br />2x
<br />EN
<br />2x
<br />16d @ 16"OC
<br />FOR BOLTED HOLDOWN,
<br />SEE PLYWOOD AT INSIDE
<br />CORNER CONNECTIONS
<br />PLYWOOD PER
<br />SW SCHED, TYP
<br />EN
<br />PLYWOOD WHERE OCCURS
<br />BOLTED HOLDOWN
<br />WHERE OCCURS, DO
<br />NOT COUNTERSINK
<br />NUT IN POST
<br />EN
<br />POST & HOLDOWN
<br />PER SW SCHED
<br />16d @ 16"OC
<br />FASTENER PER FASTENER
<br />SCHED IN THIS DETAIL
<br />2x OR 3x
<br />PER SW SCHED
<br />NON-SHEAR
<br />WALL
<br />NON-SHEAR
<br />WALL
<br />2x END STUD W/
<br />16d @ 16"OC
<br />EN
<br />EN
<br />PLYWOOD PER
<br />SW SCHED, TYP
<br />3x STUD
<br />2x END STUD W/
<br />16d @ 16"OC
<br />2x STUD
<br />PLYWOOD PER
<br />SW SCHED, TYP
<br />FASTENER SCHEDULE
<br />MEMBER
<br />SIZE FASTENER SPACING
<br />2x 16d NAILS MATCH EN
<br />SPACING
<br />3x
<br />1/4"Ø x5" LAG
<br />SCREWS OR 20d
<br />NAILS
<br />MATCH EN
<br />SPACING
<br />1 1/2" MIN AT 2x,
<br />2 1/2" MIN AT 3x
<br />EDGE MEMBER
<br />PER SW SCHED
<br />WHERE PLYWOOD OCCURS
<br />THIS SIDE, MATCH EN, EDGE
<br />STUD & FASTENER TO OPP SIDE
<br />NAILING PER
<br />SW SCHED, TYP
<br />L
<br />PER SCHEDULE (4'-0" MIN)
<br />L
<br />PER SCHEDULE (4'-0" MIN)
<br />SPACING PER SCHEDULE
<br />1/2 NAIL SPACING MIN
<br />EDGE DISTANCE, TYP
<br />SPLICE LOCATIONS
<br />SPLICE PLATE
<br />NOTE:
<br />WHERE NOTCHES OR DRILLED HOLES IN
<br />DOUBLE TOP PLATE OCCUR, SEE TYPICAL
<br />HOLES AND NOTCHES IN WOOD, DETAIL
<br />4A / S5.50, FOR REQUIRED STRAPPING.1 1/2"
<br />MIN
<br />1" MIN EDGE
<br />DISTANCE
<br />ELEVATION SECTION
<br />SCALE:S5.55
<br />DOUBLE TOP PLATE SPLICE SCHEDULE 2
<br />NONE
<br />DOUBLE TOP PLATE SPLICE SCHEDULE
<br />MARK MINIMUM PLATE SIZE
<br />& MINIMUM GRADE
<br />10d COMMON NAIL
<br />SPACING
<br />L, MINIMUM
<br />SPLICE LENGTH NOTES
<br />A (2)-2x4, NO. 2 GRADE 4"OC
<br />(12 MINIMUM TOTAL)4'-0"-
<br />B (2)-2x4, NO. 2 GRADE 3"OC
<br />(16 MINIMUM TOTAL)4'-0"TYPICAL CONDITION,
<br />UNO
<br />C (2)-2x4, NO. 2 GRADE (2)-ROWS @ 4"OC
<br />(24 MINIMUM TOTAL)4'-0"HEAVY SPLICE
<br />SEE NOTE
<br />D (2)-2x6, NO. 2 GRADE (2)-ROWS @ 4"OC
<br />(24 MINIMUM TOTAL)4'-0"TYPICAL CONDITION,
<br />UNO
<br />E (2)-2x6, NO. 2 GRADE (2)-ROWS @ 3"OC
<br />(32 MINIMUM TOTAL)4'-0"HEAVY SPLICE
<br />SEE NOTE
<br />F (2)-2x6, NO. 2 GRADE (2)-ROWS @ 3"OC
<br />(48 MINIMUM TOTAL)6'-0"HEAVY SPLICE
<br />SEE NOTE
<br />SCALE:S5.55
<br />TYPICAL HOLDOWN ANCHOR AT CONCRETE 4
<br />NONE
<br />SILL PLATE PER
<br />SHEAR WALL SCHED
<br />TOP OF CONC
<br />THREADED ROD PER
<br />SHEAR WALL SCHEDULE
<br />PL5/8 x4"SQ WASHER
<br />W/ NUT TOP & BOT
<br />HOLDOWN TYPE
<br />PER SCHED
<br />FASTENERS PER
<br />HOLDOWN MANUF, TYP
<br />POST PER SHEAR
<br />WALL SCHEDULE
<br />WHERE HOLDOWN USES
<br />BOLTS THRU POST, PROVIDE
<br />COUNTER-SINK (7/8" MAX) IN
<br />TRIM STUD NOT IN POST
<br />TRIM STUD WHERE OCCURS
<br />EM
<br />B
<br />E
<br />D
<br />
<br />P
<br />E
<br />R
<br />SH
<br />E
<br />A
<br />R
<br />
<br />W
<br />A
<br />L
<br />L
<br />SC
<br />H
<br />E
<br />D
<br />U
<br />L
<br />E
<br />ST
<br />E
<br />M
<br />
<br />W
<br />A
<br />L
<br />L
<br />AS
<br />
<br />O
<br />C
<br />C
<br />U
<br />R
<br />S
<br />SCALE:S5.55
<br />TYPICAL DRAG STRAPS 5
<br />NONE
<br />2'-6"
<br />(2)-ROWS 10d @ 3 1/2"OC
<br />(EVERY OTHER HOLE IN EA ROW)
<br />SIMPSON CMST14 STRAP,
<br />UPPER FLOOR SILL LAG
<br />SCREWS MAY BE DRILLED
<br />THRU CL OF STRAP AS REQD
<br />PLYWOOD PER PLAN
<br />PROVIDE DBL
<br />JOIST AT STRAP
<br />CONT 3 1/2" RIM JOIST
<br />STUD WALL PER PLAN
<br />2'-6"
<br />(2)-ROWS 10d @ 3 1/2"OC
<br />(EVERY OTHER HOLE IN EA ROW)
<br />2'-6"
<br />(2)-ROWS 10d @ 3 1/2"OC
<br />(EVERY OTHER HOLE IN EA ROW)
<br />PROVIDE ALT FACE STRAP
<br />WHERE HOLDOWN OCCURS
<br />(DO NOT PUNCTURE STRAP
<br />W/ HOLDOWN ANCHOR)
<br />PLYWOOD PER PLAN
<br />CONT RIM JOIST
<br />POST PER PLAN
<br />2'-6"
<br />(2)-ROWS 10d @ 3 1/2"OC
<br />(EVERY OTHER HOLE IN EA ROW)
<br />2'-6"
<br />(2)-ROWS 10d @ 3 1/2"OC
<br />(EVERY OTHER HOLE IN EA ROW)
<br />2'-6"
<br />(2)-ROWS 10d @ 3 1/2"OC
<br />(EVERY OTHER HOLE IN EA ROW)
<br />TYP SIMPSON CLIP
<br />PER SECTIONS
<br />HOLDOWN ANCHOR
<br />WHERE OCCURS
<br />WHERE FACE STRAP IS
<br />USED, ADD 5 SIMPSON CLIPS
<br />BETWEEN TYP SIMP CLIPS
<br />PER SECTIONS - RIM JOIST
<br />TO REMAIN UN-SPLICED
<br />WITHIN ADDED CLIPS
<br />DBL TOP PLATE
<br />FLUSH DRAG
<br />BEAM PER PLAN
<br />STUD WALL PER PLAN
<br />SIMPSON CMST14
<br />STRAP (DO NOT
<br />PUNCTURE STRAP W/
<br />HOLDOWN ANCHOR)
<br />BN NAILING FOR FULL
<br />LENGTH OF JOIST (STRAP
<br />NAILING THRU PLYWOOD
<br />MAY REPLACE BN NAILING)
<br />BN NAILING FOR FULL
<br />LENGTH OF BEAM
<br />CONDITION A
<br />JOIST TO SHEAR WALL DRAG STRAP
<br />CONDITION B
<br />FLUSH BEAM TO SHEAR WALL DRAG STRAP
<br />SCALE:S5.55
<br />TYPICAL SINGLE-STORY SHEAR WALL ELEVATION, SCHEDULE AND NOTES A
<br />NONE
<br />2x SOLID BLOCKING OR 2x
<br />STUD CTRD ON PANEL EDGES
<br />OR 3x AS REQUIRED, TYP
<br />1'-0"
<br />TYP
<br />1'-0"
<br />TYP
<br />PER PLAN
<br />ROOF LEVEL
<br />AS OCCURS
<br />PER PLAN
<br />FLOOR LEVEL
<br />INTERMEDIATE NAILING
<br />10d @ 12"OC, TYP
<br />HOLDOWN ANCHOR PER
<br />SCHEDULE, SEE FOUNDATION
<br />PLAN FOR SHEAR WALL TYPE,
<br />LENGTH & LOCATIONS
<br />4 1/2"
<br />MAX TYP
<br />15/32" PLYWOOD W/ 10d @
<br />6"OC EDGE NAILING & 10d @
<br />12"OC INTERMEDIATE
<br />NAILING, TYP ABOVE &
<br />BELOW OPNGS AT INTERIOR
<br />& EXTERIOR WALLS
<br />SEE SHEAR
<br />WALL NOTE 7
<br />TYPICAL SHEAR WALL ELEVATION
<br />EM
<br />B
<br />E
<br />D
<br />PE
<br />R
<br />SC
<br />H
<br />E
<br />D
<br />1.TYPICAL PLYWOOD SHALL BE 15/32" STRUCTURAL 1, PANEL INDEX 32/16.
<br />2.NAILS SHALL HAVE 3/8" MINIMUM EDGE DISTANCE AND 1 5/8" MINIMUM
<br />PENETRATION INTO FRAMING. NAILS SHALL BE 10d COMMON OR GALVANIZED
<br />BOX (HOT-DIPPED OR TUMBLED).
<br />3.WHERE NAIL SPACING IS 2"OC AT ADJOINING PLYWOOD EDGES, NAILS SHALL
<br />BE STAGGERED.
<br />4.WHERE PLYWOOD IS APPLIED ON BOTH SIDES OF WALL AND FRAMING AT
<br />PANEL EDGES IS 2x, PANEL JOINTS AT EITHER SIDE OF WALL SHALL BE
<br />OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. WHERE FRAMING IS 3x
<br />AT ADJOINING PANEL EDGES, PANEL JOINTS MAY BE OFFSET AS ABOVE OR
<br />NAILS ON EACH SIDE SHALL BE STAGGERED.
<br />5.SHEARWALL PANEL NAILING SHALL NOT BREAK THROUGH OUTER PLY OF
<br />PLYWOOD. IF PNEUMATIC GUNS ARE USED, THEY SHALL BE ADJUSTED TO
<br />SATISFY THIS REQUIREMENT.
<br />6.LONG DIMENSION OF PLYWOOD MAY BE USED VERTICALLY OR
<br />HORIZONTALLY.
<br />7.WHERE REQUIRED AT HOLDOWN ANCHORS, BOTTOM OF FOOTING SHALL BE
<br />LOWERED TO PROVIDE 6" MINIMUM CONCRETE BELOW BOTTOM OF
<br />HOLDOWN ANCHOR FOR A DISTANCE OF 2'-0" IN EVERY DIRECTION.
<br />8.FASTENERS IN PRESERVATIVE-TREATED (OTHER THAN ZINC BORATE) OR
<br />FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED
<br />GALVANIZED STEEL OR STAINLESS STEEL.
<br />9.PLAIN CARBON STEEL FASTENERS IN ZINC BORATE PRESERVATIVE TREATED
<br />WOOD AT INTERIOR , DRY ENVIRONMENTS SHALL BE PERMITTED PER
<br />2304.10.5.1 IN CBC 2016.
<br />10.SEE DETAILS 4 ON SHEET S5.55 FOR HOLDOWN ANCHOR TO CONCRETE.
<br />11.SEE SHEET S5.55 FOR ADDITIONAL SHEAR WALL SECTIONS AND DETAILS.
<br />12.AT NON-SHEAR WALL, SEE WALL SECTIONS FOR SILL ATTACHMENTS AND
<br />SIMPSON CLIP SPACING.
<br />13.TOTAL HORIZONTAL LENGTH OF SHEAR WALL PENETRATIONS NOT SHOWN
<br />ON STRUCTURAL DRAWINGS IN ANY SINGLE PLYWOOD PANEL SHALL NOT
<br />EXCEED 10% OF PANEL LENGTH. MAXIMUM SIZE OF EACH OPENING SHALL
<br />NOT EXCEED 4 1/2" IN ANY DIRECTION. NO CUTS OR HOLES IN SHEATHING
<br />SHALL BE MADE WITHIN 16" OF CORNERS OR IN SHEAR WALLS LESS THAN OR
<br />EQUAL TO 4'-0" IN LENGTH UNLESS REVIEWED BY ENGINEER.
<br />SHEAR WALL NOTES
<br />6"
<br />MI
<br />N
<br />PLYWOOD SHEAR PANEL
<br />PER SCHEDULE, TYP- SEE
<br />FOUNDATION & FRAMING
<br />PLANS FOR SHEAR WALL
<br />TYPE, LENGTH & LOCATIONS
<br />SHEAR WALL SCHEDULE
<br />TYPE
<br />MARK
<br />NUMBER
<br />OF SIDES
<br />EDGE
<br />NAILING
<br />(SEE NOTE
<br />A)
<br />BLOCKING OR
<br />STUD WIDTH
<br />AT PLYWOOD
<br />EDGES
<br />(SEE NOTE B)
<br />SILL BOLT ANCHORS
<br />(W/ x3GA WASHERS,
<br />SEE NOTE G)
<br />SILL PLATE
<br />SIZE AT
<br />FOUNDATION
<br />SIMPSON A35
<br />OR LTP4 CLIPS
<br />SPACING
<br />(SEE NOTE C)
<br />MINIMUM POST
<br />SIZE, EACH
<br />END (SEE
<br />NOTES
<br />D & E)
<br />MINIMUM
<br />HOLDOWN SIZE,
<br />EACH END
<br />(SEE NOTES
<br />D & E)
<br />HOLDOWN ANCHOR
<br />DIAMETER &
<br />EMBEDMENT DEPTH
<br />(SEE NOTE F)
<br />A1 1 6"OC 2x 5/8"Ø @ 32"OC 2x 16"OC 4x4 HDU2 5/8"Ø x12"
<br />A2 1 6"OC 2x 5/8"Ø @ 32"OC 2x 16"OC 6x4 HDU2 5/8"Ø x12"
<br />TYPE
<br />XX'
<br />EDGE NAILING IS REQD
<br />AT POST CONNECTED
<br />TO HOLDOWN, TYP
<br />POST AT HOLDOWN
<br />AS REQD PER SCHED
<br />EDGE NAILING PER
<br />SCHED REQD AT ALL
<br />PLYWOOD EDGES, TYP
<br />PANEL LENGTH
<br />PER NOTE 13
<br />PANEL
<br />CORNER
<br />PER NOTE 13
<br />1
<br />1
<br />SCHEDULE NOTES:
<br />A.FOR PANEL TYPES B, C AND D, PLYWOOD JOINT AND SILL NAILING SHALL BE
<br />STAGGERED.
<br />B.AT CONTRACTOR'S OPTION, 4x LUMBER MAY BE SUBSTITUTED FOR ALL NOTED 3x
<br />FRAMING AT NO ADDITIONAL COST TO OWNER.
<br />C.REFER TO SHEAR WALL TYPE OF THE LEVEL BELOW FOR SIMPSON CLIP SPACING -
<br />SEE TYPICAL SHEAR TRANSFER OPTIONS DETAIL FOR LOCATION OF CLIPS.
<br />D.WHERE A LARGER SIZE HOLDOWN OR POST SIZE IS NOTED ON PLAN, LARGER
<br />POST AND/OR HOLDOWN SHALL BE USED.
<br />E.WHERE TWO OR MORE SHEAR WALLS INTERSECT, EACH MAY SHARE A SINGLE
<br />POST AND/OR HOLDOWN ASSEMBLY, AND THE LARGER POST AND/OR HOLDOWN
<br />ASSEMBLY SHALL BE USED.
<br />F.ALL HOLDOWN ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL.
<br />G.A 3GA STEEL PLATE WASHER IS REQUIRED FOR EACH ANCHOR BOLT (3"SQ x3GA
<br />FOR 2x4 SHEAR WALLS AND 3"x5"x3GA FOR 2x6 SHEAR WALLS). EDGE OF WASHER
<br />SHALL EXTEND TO WITHIN 1/2" OF EDGE OF SILL PLATE ON THE SHEATHING SIDE.
<br />SILL BOLT PER SCHED
<br />(4" MIN, 12" MAX FROM EA
<br />END OF SILL, (2)-BOLTS
<br />MIN PER SILL), TYP
<br />7"
<br />
<br />M
<br />I
<br />N
<br />
<br />E
<br />M
<br />B
<br />E
<br />D
<br />IN
<br />T
<br />O
<br />
<br />S
<br />L
<br />A
<br />B
<br />OR
<br />
<br />F
<br />O
<br />O
<br />T
<br />I
<br />I
<br />N
<br />G
<br />CU
<br />R
<br />B
<br />
<br />A
<br />S
<br />OC
<br />C
<br />U
<br />R
<br />S
<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 />S5.55
<br />REVISIONS:
<br />02/19/25
<br />TYPICAL WOOD
<br />FRAMING DETAILS
<br />No.3503
<br />L
<br />I
<br />GNE
<br />L
<br />S NO
<br />B A
<br />LAE
<br />A LI OFRNIA
<br />N
<br />E
<br />ER
<br />I
<br />E
<br />ET
<br />ORPD
<br />F E
<br />R IR
<br />L.KC
<br />E
<br />TS
<br />AT
<br />CFO
<br />RE
<br />G
<br />S
<br />I
<br />S
<br />URALTSRUCTPRO
<br />G
<br />R
<br />E
<br />S
<br />S
<br />
<br />-
<br />NO
<br />T
<br />
<br />F
<br />O
<br />R
<br />
<br />P
<br />L
<br />A
<br />N
<br />REV
<br />I
<br />E
<br />W
<br />H:
<br />\
<br />2
<br />0
<br />2
<br />3
<br />\
<br />2
<br />3
<br />0
<br />2
<br />2
<br />1
<br />\
<br />3
<br />_
<br />D
<br />r
<br />a
<br />w
<br />i
<br />n
<br />g
<br />s
<br />\
<br />D
<br />w
<br />g
<br />s
<br />-
<br />0
<br />0
<br />\
<br />2
<br />3
<br />-
<br />0
<br />2
<br />2
<br />1
<br />-
<br />0
<br />0
<br />_
<br />S
<br />5
<br />.
<br />5
<br />5
<br />
<br />T
<br />Y
<br />P
<br />I
<br />C
<br />A
<br />L
<br />
<br />W
<br />O
<br />O
<br />D
<br />
<br />F
<br />R
<br />A
<br />M
<br />I
<br />N
<br />G
<br />
<br />D
<br />E
<br />T
<br />A
<br />I
<br />L
<br />S
<br />.
<br />d
<br />w
<br />g
<br />
<br />
<br />
<br />
<br />P
<br />L
<br />O
<br />T
<br />T
<br />E
<br />D
<br />
<br />B
<br />Y
<br />:
<br />
<br />
<br />Ch
<br />a
<br />n
<br />n
<br />o
<br />n
<br />
<br />S
<br />h
<br />i
<br />d
<br />a
<br />k
<br />i
<br />
<br />
<br />
<br />
<br />O
<br />N
<br />:
<br />
<br />
<br />Ma
<br />r
<br />c
<br />h
<br />
<br />2
<br />4
<br />,
<br />
<br />2
<br />0
<br />2
<br />5
<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
<br />L
<br />I
<br />GNE
<br />L
<br />S NO
<br />B A
<br />LAE
<br />A L I OFRNIA
<br />N
<br />E
<br />ER
<br />I
<br />E
<br />ET
<br />ORPD
<br />F E
<br />R IR
<br />L.KC
<br />E
<br />TS
<br />AT
<br />CFO
<br />RE
<br />G
<br />S
<br />I
<br />S
<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
|