|
L/3 MIN.
<br />5/
<br />6
<br />d
<br />L/3 MAX.
<br />d
<br />d/
<br />2
<br />d
<br />d/2
<br />d/3
<br />MAX.
<br />d/4
<br />MAX.
<br />2"
<br />MI
<br />N
<br />.
<br />2"
<br />MI
<br />N
<br />.
<br />NOTES:
<br />1. BORED HOLES OR NOTCHES ARE NOT PERMITTED IN JOISTS WHERE d = 4" OR LESS.
<br />2. NOTCHES ARE NOT PERMITTED IN STUDS OR BEAMS.
<br />3. CUTS, NOTCHES, AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER,
<br />STRUCTURAL GLUED-LAMINATED MEMBERS, OR I-JOISTS ARE NOT PERMITTED, EXCEPT
<br />WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATIONS AND REVIEWED AND
<br />APPROVED BY THE ENGINEER.
<br />4. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF JOISTS AS A CUT OR
<br />NOTCH.
<br />SPACING OF HOLES
<br />NOT LESS THAN d
<br />d/4 MAX. NOT
<br />MORE THAN 2"
<br />SPACING OF
<br />HOLES NOT
<br />LESS THAN d
<br />LEGEND:
<br />d = DEPTH OF JOIST OR STUD
<br />L = CLEAR SPAN OF JOIST BETWEEN SUPPORTS
<br />62
<br />A
<br />1
<br />0
<br />1
<br />LAP TOP PL
<br />4'-0" MIN.
<br />@ SPLICES
<br />INTERNAIL
<br />W/ (16) 16d
<br />8"
<br />
<br />E
<br />M
<br />B
<br />E
<br />D
<br />.
<br />MI
<br />N
<br />.
<br />
<br />U
<br />.
<br />O
<br />.
<br />N
<br />.
<br />CURB CONDITION
<br />WHERE OCCURS
<br />INFILL STUD WALL FRAMING
<br />OR SOLID BLKG. TO MATCH
<br />WIDTH OF WALL STUD
<br />MALLEABLE IRON
<br />WASHERS, TYP.NOTE:
<br />SILL ANCHOR BOLTS, WASHERS, AND
<br />NAILS IN CONTACT W/ PRESSURE-
<br />TREATED SILL PL SHALL BE S.S. OR
<br />HDG, TYP. SEE GENERAL NOTES.
<br />PROVIDE GROUT (1/2" MAX.) UNDER SILL PL
<br />AT ALL BEARING & SHEAR WALLS WHERE
<br />UNEVEN SURFACES DO NOT ALLOW FOR FULL
<br />BEARING
<br />FOR ANCHOR BOLTS IN
<br />SHEAR WALLS, SEE
<br />5/8" HEADED A.B. @ 4'-0" O.C., TYP.
<br />U.O.N. FOR TYP. LAYOUT.
<br />NAIL EA. STUD W/ (2) 16d END
<br />NAILS OR (2) 10d T.N. E.S.
<br />2x STUDS @ 16" O.C., TYP. U.O.N.
<br />DBL. STUDS AT OPENINGS WIDER THAN 4'-0"
<br />PROVIDE 2x BLKG. @ 8'-0" MAX. O.C. VERT.
<br />AT SHEAR WALLS. USE 2x OR 3x BLKG. AT ALL
<br />PLY. JOINTS. NAIL BLKG. W/ (2) 16d END
<br />NAILS OR (2) 10d T.N. BOTH ENDS OF EA.
<br />BLOCK
<br />(4) 16d AT CORNER & CROSS WALL LAPS
<br />16d @ 16" O.C., TYP.
<br />(2) 16d EA. STUD, ADD (1) 10d T.N.
<br />E.S. FOR STUDS OVER 12'-0" LONG
<br />TREATED SILL PL
<br />2x, TYP. @ NON-SHEAR WALLS
<br />3x MIN., TYP. @ SHEAR WALLS
<br />DBL. SILL @ OPENINGS WIDER THAN 4'-0"
<br />16d @ 12" O.C. STAGGERED, TYP.
<br />(4) 16d BOTH ENDS, TYP.
<br />A35 CLIP ANGLE T&B OF STUDS @ OPENINGS
<br />GREATER THAN 4'-0" @ EXTERIOR WALLS
<br />(2) 2x TOP PLATES
<br />ADD 2x STUDS TO MATCH KING STUDS TO
<br />PROVIDE CONTINUITY @ FLOOR TRUSSES
<br />ALIGN JOISTS W/ STUDS BELOW
<br />A35 CLIP ANGLE T&B EA.
<br />END OF HEADER AT
<br />OPENINGS GREATER THAN
<br />4'-0" AT EXTERIOR WALLS
<br />HEADERHEADER SEE
<br />SCHED.
<br />62
<br />B
<br />1
<br />0
<br />1
<br />15
<br />S0.11
<br />9
<br />S0.11
<br />23
<br />S0.11
<br />TYP. WOOD HEADER SCHEDULE
<br />NOTES :
<br />1. T = WALL STUD THICKNESS (E.G., FOR 2x4 STUDS, T=4.)
<br />2. HEADERS SHALL BE DF #1.
<br />3. FOR TYPICAL FRAMING DETAILS., SEE
<br />62
<br />B
<br />1
<br />0
<br />2
<br />OPENING AT BEARING
<br />WALLS
<br />AT
<br />NON-BEARING
<br />WALLS
<br />≤ 4'-0" Tx6 Tx6
<br />4'-1" TO 6'-0" Tx8 Tx6
<br />6'-1" TO 8'-0"Tx10 Tx8
<br />8'-1" TO 10'-0" Tx12 Tx8
<br />10'-1" TO 12'-0" Tx12 Tx8
<br />24
<br />S0.11
<br />0"
<br />0"
<br />6" MAX., TYP.
<br />(DO NOT NAIL
<br />IN THIS ZONE)
<br />4 1/2" MIN.
<br />9" MAX.
<br />4
<br />1
<br />/
<br />2
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />9"
<br />
<br />M
<br />A
<br />X
<br />.
<br />4 1/2" MIN.
<br />9" MAX.
<br />NOTES:
<br />1. PROVIDE A MIN. OF (2) BOLTS PER PIECE.
<br />2. FOR COORDINATION OF HOLDOWN RODS AND
<br />ANCHOR BOLTS AT SHEAR WALLS, SEE DET.
<br />PIPING,
<br />WHERE
<br />OCCURS
<br />PIPING, WHERE OCCURS
<br />1 1/2"
<br />MIN. TYP.
<br />EDGE
<br />SPLICE
<br />62
<br />B
<br />1
<br />0
<br />3
<br />4
<br />1
<br />/
<br />2
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />9"
<br />
<br />M
<br />A
<br />X
<br />.
<br />4
<br />1
<br />/
<br />2
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />9"
<br />
<br />M
<br />A
<br />X
<br />.
<br />23
<br />S0.11
<br />5
<br />S0.12
<br />4 1/2" MIN.
<br />9" MAX.
<br />2"∅MAX. HOLE FOR 2x4 PL
<br />4"∅MAX. HOLE FOR 2x6 PL
<br />CENTER HOLE IN PL
<br />SIMPSON "PSPN516Z" METAL TIE
<br />OR EQUAL BOTH SIDES OF TOP
<br />PL ACROSS NOTCH OR BORED
<br />HOLE. STAGGER PLATES TO
<br />OFFSET (12) 16d COMMON
<br />NAILS PER PL
<br />PIPE, STRAP ℄
<br />NOTE:
<br />AT SHEAR WALLS: CAREFULLY LOCATE ALL
<br />PIPES, INSTALL SHEATHING, AND INSTALL
<br />METAL SPLICE PL ON TOP OF SHEATHING
<br />DBL. 2x TOP PL
<br />STUDS, TYP.
<br />62
<br />B
<br />1
<br />0
<br />5
<br />8"
<br />EM
<br />B
<br />E
<br />D
<br />.
<br />MI
<br />N
<br />.
<br />8"
<br />EM
<br />B
<br />E
<br />D
<br />.
<br />MI
<br />N
<br />.
<br />SE
<br />E
<br />PL
<br />A
<br />N
<br />S
<br />WOOD STUD WALL
<br />SILL BOLT, SEE
<br />HDG. OR S.S. PL 1/4"x3"
<br />SQ. MIN. OR HDG. SIMPSON
<br />"BP 5/8-3" AT ALL SILL
<br />BOLTS. SEE NOTE BELOW
<br />FOR ALT. PL WASHER OPTION
<br />P.T. SILL @ FDN.,
<br />SEE
<br />HOLE IN SILL PL MAY
<br />BE NO MORE THAN
<br />1/16" OVERSIZED
<br />NOTE:
<br />ALT. PL. WASHER OPTION: THE HOLE IN THE PL. WASHER IS PERMITTED TO
<br />BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE
<br />BOLT DIA. AND A SLOT LENGTH OF 1 3/4", PROVIDED A STANDARD CUT
<br />WASHER IS PLACED BETWEEN THE PL WASHER AND NUT.
<br />62
<br />B
<br />1
<br />0
<br />7
<br />9
<br />S0.11
<br />9
<br />S0.11
<br />NOTE:
<br />THIS DETAIL APPLIES TO ALL EXTERIOR WALLS AND BEARING WALLS. FOR
<br />SHEAR WALL LOCATIONS, SEE PLAN. AT NON-SHEAR LOCATIONS, 16d STUD
<br />INTERNAILING MAY BE SPACED AT 16" O.C. FOR ALL OTHER CONDITIONS,
<br />REFER TO THE CARPENTRY SECTION OF THE GENERAL NOTES.
<br />SHEATHING, WHERE
<br />OCCURS, SEE PLANS
<br />SHEATHING, WHERE
<br />OCCURS, SEE PLANS
<br />16d @ 6" O.C., 2
<br />ROWS, STAGGERED
<br />E.N.
<br />16d @ 6" O.C.
<br />EDGE NAILING
<br />16d @ 6" O.C.
<br />WOOD STUD WALL
<br />SHEATHING,
<br />WHERE OCCURS,
<br />SEE PLANS
<br />EDGE NAILING,
<br />SEE SHEAR
<br />WALL SCHED.
<br />WOOD STUD WALL
<br />CORNER CONDITION INTERSECTION CONDITION
<br />62
<br />B
<br />1
<br />0
<br />8
<br />9
<br />S0.11
<br />2'-6" MIN. U.O.N.4'-0" MIN. U.O.N.
<br />4x BLOCKING,
<br />TYP. @ STRAP
<br />(2) 2x TOP
<br />PLATES SEE
<br />WOOD STUD, TYP.
<br />CS16 STRAP WITH 16d
<br />NAILS @ 4" O.C.,
<br />INSTALL STRAP OVER
<br />SHEATHING
<br />62
<br />B
<br />1
<br />1
<br />2
<br />24
<br />S0.11
<br />2
<br />DIAPHRAGM B.N.
<br />DIAPHRAGM
<br />B.N.
<br />SILL PL
<br />SOLE PL
<br />3
<br />3
<br />5
<br />1
<br />2
<br />4
<br />1
<br />2
<br />2
<br />SHEAR
<br />WALL
<br />MARK
<br />SHEAR
<br />WALL
<br />MARK
<br />NOTES:
<br />1. FOR CIRCLED KEY NOTES SEE SHEAR WALL SCHEDULE
<br />2. ALL SOLE PLATE NAILING MUST PENETRATE JOIST
<br />OR BLOCKING BELOW.
<br />4
<br />62
<br />B
<br />2
<br />0
<br />1
<br />/9 S0.11
<br />1
<br />1
<br />2
<br />3
<br />4
<br />SHEAR WALL SCHEDULE
<br />NOTES:
<br />1. ALL WALL SHEATHING SHALL BE NAILED PER U.O.N.
<br />2. INTERMEDIATE (FIELD) NAILING SHALL BE 10d @ 12" O.C., U.O.N.
<br />3. BLOCK ALL PANEL EDGES.
<br />4. ALL NAILS SHALL BE COMMON WIRE GAUGE.
<br />5. FOR EDGE NAILING AT ADJACENT SHEETS SEE PRE-DRILL
<br />WHERE NAILING TENDS TO SPLIT WOOD.
<br />6. PRE-DRILL FOR ALL 20d NAILS WHERE SPACING IS 4" O.C. OR LESS TO
<br />PREVENT SPLITTING.
<br />7. ALL BOLTS, NAILS, AND FASTENERS IN CONTACT WITH P.T. LUMBER
<br />SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. SEE
<br />GENERAL NOTES FOR ADDITIONAL INFORMATION.
<br />8. WHERE NAILS ARE SPACED 4" O.C. OR LESS, FRAMING AT ADJOINING
<br />PANEL EDGES SHALL BE 3" NOMINAL OR WIDER & NAILS SHALL BE
<br />STAGGERED.
<br />9. SHEAR WALLS WHICH ARE MORE THAN ONE VERTICAL PANEL IN HEIGHT
<br />SHALL HAVE EITHER VERTICAL OR HORIZONTAL STAGGERED SPLICE
<br />JOINTS. AT CONTINUOUS HORIZONTAL JOINTS, BLOCKING SHALL BE 3 INCH
<br />NOMINAL OR WIDER.
<br />10. WHERE SHEATHING IS APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS
<br />SHALL OCCUR AT 3" NOMINAL OR WIDER STUDS OR BLOCKING AND NAILS
<br />SHALL BE STAGGERED.
<br />11. FOR ADDITIONAL INFORMATION REGARDING SILL & ANCHOR BOLTS, SEE
<br />12. NOTES SHOWN THUS: REFER TO KEY NOTES ON SHEAR WALL
<br />DETAILS AND SECTION, SEE
<br />FOR TYP. DETAILS, SEE THRU
<br />1 2 43 5
<br />#
<br />MARK
<br />CAPACITY
<br />(LBS. PER
<br />FT.) LRFD
<br />SHEATHING EDGE NAIL
<br />(E.N.)
<br />SHEAR CLIPS
<br />(NAILING ALT.)
<br />SOLE PL
<br />NAIL
<br />SILL PL ANCHOR
<br />BOLTS COMMENTS
<br />310 P.L.F.15/32 " C-D 10d @ 6" O.C.
<br />LS50 @ 24" O.C.
<br />20d @ 6" O.C.5/8"∅@ 3'-4" O.C.SILL PL SHALL BE 3x MEMBER,
<br />U.O.N.10d T.N. @ 4" O.C.
<br />460 P.L.F." 10d @ 4" O.C.
<br />LS50 @ 16" O.C.
<br />20d @ 4" O.C.5/8"∅@ 2'-8" O.C."
<br />600 P.L.F. " 10d @ 3" O.C.
<br />LS70 @ 16" O.C.
<br />20d @ 3" O.C.5/8"∅@ 2'-0" O.C."
<br />870 P.L.F.15/32 " STRUCT I 10d @ 2" O.C.
<br />LS70 @ 12" O.C.2 ROWS 20d @
<br />4" O.C. STAGGD'5/8"∅@ 1'-4" O.C."
<br />1
<br />S0.11
<br />24
<br />S0.11
<br />13
<br />Z0.12
<br />8
<br />S0.11
<br />23
<br />S0.11
<br />1'
<br />-
<br />4
<br />"
<br />MI
<br />N
<br />.
<br />2x SOLID BLKG. @ STAGG'D HORIZ.
<br />JOINTS 3x SOLID BLKG. @ CONT. HORIZ.
<br />JOINTS OR AS REQ. PER
<br />MIN. PANEL
<br />AREA 4 SQ. FEET
<br />E.N.
<br />E.N.
<br />DOUBLE
<br />TOP PL
<br />PROVIDE E.N. @ ALL PANEL EDGES & @
<br />ALL HOLDOWN POSTS
<br />HOLDOWN POST WHERE OCCURS
<br />INTERMEDIATE NAILING
<br />SILL OR SOLE PL
<br />FOR SHEAR WALL
<br />SCHEDULE, SEE
<br />HOLDOWN WHERE
<br />OCCURS, SEE PLANS
<br />STUDS
<br />PROVIDE E.N. AT ALL POSTS, BUILT-UP
<br />STUDS AND NAILERS ON STEEL
<br />FRAMING
<br />NOTE :
<br />PANELS MAY BE INSTALLED EITHER
<br />HORIZONTALLY OR VERTICALLY.
<br />62
<br />B
<br />2
<br />0
<br />3
<br />9
<br />S0.11
<br />9
<br />S0.11
<br />SHEATHING ,
<br />WHERE OCCURS,
<br />SEE PLAN
<br />WOOD POST, SEE PLAN
<br />E.N., TYP.
<br />SHEATHING , SEE PLAN
<br />NOTE:
<br />ANY WOOD POST, BUILT-UP WOOD STUDS, OR
<br />NAILERS ON STEEL POSTS, IN A PLY. SHEAR WALL
<br />SHALL RECEIVE E.N. PER PLAN
<br />BUILT-UP
<br />STUDS, SEE PLAN
<br />E.N., TYP.
<br />PLAN VIEW
<br />5/8"∅THREADED STUD
<br />W/ PLAIN CUT WASHER
<br />AND NUT @ 24" O.C. &
<br />6" FROM END OF
<br />BOARDS
<br />62
<br />B
<br />2
<br />0
<br />4
<br />3/16
<br />2'-0" MIN.
<br />2 ROWS
<br />10d @
<br />4" O.C.
<br />STAGG'D.
<br />2'-8" MAX.
<br />2 ROWS
<br />10d @
<br />4" O.C.
<br />STAGG'D.
<br />2'-0" MIN.
<br />2 ROWS
<br />10d @
<br />4" O.C.
<br />STAGG'D.
<br />SHEATHING
<br />HEADER
<br />2x (STUD WIDTH)
<br />BLKG. @ STRAP, TYP.
<br />FOR E.N. @ HEADER, SILL
<br />& FULL HEIGHT OF KING
<br />STUD, SEE
<br />CS16x1 1/4 STRAP @
<br />TOP & BOTTOM OF
<br />OPENING BEND
<br />AROUND CORNER
<br />WHERE OCCURS
<br />* 2'-8" MAX. OPENING
<br />DIMENSIONS, SEE ARCH.
<br />& MECH. DRAWINGS
<br />FOR SIZES AND
<br />LOCATIONS.
<br />OPEN
<br />62
<br />B
<br />2
<br />0
<br />5
<br />9
<br />S0.11
<br />9
<br />S0.11
<br />WOOD JOISTS, SEE PLAN
<br />WOOD
<br />HEADER, SEE
<br />PLAN
<br />"ST6236"
<br />STRAP EA. SIDE
<br />TRIMMER/KING STUDS
<br />DBL. TOP PL
<br />4x BLKG.
<br />PLY., SEE PLAN
<br />62
<br />B
<br />2
<br />0
<br />6
<br />FOR KEY
<br />NOTES, SEE
<br />SHEAR WALL
<br />SCHEDULE
<br />SHEAR WALL MARK
<br />25
<br />1 1/2" MIN.
<br />62
<br />B
<br />2
<br />0
<br />9
<br />9
<br />S0.11
<br />Plan Check Number:
<br />Project Number:
<br />20
<br />2
<br />2
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<br />SEAL
<br />CONSULTANT
<br />Dr
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<br />:
<br />S H E E T
<br />--
<br />731 South Highway 101, Suite 1M,
<br />Solana Beach, CA 92075
<br />(714) 639-9860
<br />ry-aoarchitects.com
<br />C:
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<br />238143.00-BLDC
<br />8631 RUSH STREET
<br />ROSEMEAD, CA 91770
<br />626-302-3687
<br />SOUTHERN CALIFORNIA EDISON
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<br />101119260
<br />S0.11
<br />2024-01-24 Issue for Plan Check
<br />2024-06-11 Re-Issue for Plan Check
<br />2024-10-25 RTU Anchorage Added
<br />NTS
<br />TYPICAL HOLES OR NOTCHES IN
<br />JOISTS AND STUDS22 NTS24TYPICAL WOOD STUD WALL FRAMING ELEVATION
<br />NTS
<br />TYPICAL WOOD HEADER SCHEDULE15
<br />NTS
<br />TYPICAL SILL PLATE BOLT LAYOUT21
<br />NTS
<br />TYP. PLATE SPLICE - PENETRATION IS
<br />GREATER THAN 1/3 STUD WIDTH12
<br />NTS
<br />TYPICAL ANCHOR BOLT AT SHEAR
<br />WALL23
<br />NTS
<br />TYPICAL WALL INTERSECTIONS6
<br />NTS
<br />STRAP AT STEP IN SHEAR WALL TOP
<br />PLATE17
<br />NTS
<br />TYPICAL SCHEMATIC SHEAR WALL
<br />SECTION8 NTS9TYPICAL SHEAR WALL SCHEDULE
<br />NTS
<br />TYPICAL SHEAR WALL NAILING
<br />ELEVATION14
<br />NTS
<br />TYPICAL SHEAR WALL NAILING DETAIL1
<br />NTS
<br />TYPICAL OPENING IN SHEAR WALL13NTS
<br />STRAP AT HEADER11
<br />NTS
<br />TYPICAL SHEAR WALL AT CONCRETE18
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />2024-06-11 1 Re-Issue for Plan Check
<br />1327 S Grand Ave
<br />12/12/2024
|