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1. JOIST TO SILL OR GIRDER, TOE NAIL
<br />2. BRIDGING TO JOIST, TOE NAIL E/E
<br />3. 1" x 6" SUBFLOOR OR LESS TO EA. JOIST, FACE NAIL
<br />4. WIDER THAN 1" x 6" SUBFLOOR TO EA. JOIST, FACE
<br /> NAIL
<br />5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE
<br /> NAIL
<br />6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
<br /> SOLE PLATE TO JOIST, AT BRACED WALL PANELS
<br />7. TOP PLATE TO STUD, END NAIL
<br />8. STUD TO SOLE PLATE
<br />9. DOUBLE STUDS, FACE NAIL
<br />10. DOUBLE TOP PLATES, FACE NAIL
<br /> DOUBLE TOP PLATES, LAP SPLICE (PARTITION)
<br />11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP
<br />PLATE, TOE NAIL
<br />12. RIM JOIST TO TOP PLATE, TOE NAIL
<br />13. TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL
<br />14. CONTINUOUS HEADER, TWO PIECES
<br />15. CEILING JOISTS TO PLATE, TOE NAIL
<br />16. CONTINUOUS HEADER TO STUD, TOE NAIL
<br />17. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL
<br />18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
<br />19. RAFTER TO PLATE, TOE NAIL
<br />21.1" x 8" SHEATHING OR LESS TO EA. BEARING, FACE
<br /> NAIL
<br />22.WIDER THAN 1" x 8" SHEATHING TO EA. BEARING,
<br /> FACE NAIL
<br />23.BUILT-UP CORNER STUDS
<br />24.BUILT-UP GIRDER & BEAMS
<br />25. 2" PLANKS, FACE NAIL
<br />NAILING SCHEDULE
<br />CONNECTION NAILING
<br />(3) 8d
<br />(2) 8d
<br />(2) 8d
<br />(3) 8d
<br />(2) 16d
<br />16d @ 16" O.C.
<br />(3) 16d @ 16" O.C.
<br />(2) 16d
<br />(4) 8d TOE NAIL OR
<br />(2) 16d END NAIL
<br />16d @ 24" O.C.
<br />16d @ 16" O.C.
<br />(8) 16d
<br />(3) 8d
<br />8d @ 16" O.C.
<br />(2) 16d
<br />16d @ 16" O.C. ALONG
<br />EACH EDGE
<br />(3) 8d
<br />(4) 8d
<br />(3) 16d
<br />(3) 16d MIN. SEE 2019 CBC
<br />TABLE 2308.7.3.1
<br />(3) 8d
<br />20.1" DIAGONAL BRACE TO EA. STUD & PLATE, FACE
<br /> NAIL
<br />(2) 8d
<br />(2) 8d
<br />(3) 8d
<br />16d @ 24" O.C.
<br />20d @ 32" O.C. FACE NAIL
<br />T&B STAGG. ON OPP.
<br />SIDES & (2) 20d FACE NAIL
<br />AT ENDS AND SPLICES
<br />16d @ EACH BEARING
<br />26.COLLAR TIE TO RAFTER, FACE NAIL (3) 10d
<br />27.JACK RAFTER TO HIP (3) 10d TOE NAIL
<br />(2) 16d FACE NAIL
<br />28.ROOF RAFTER TO 2x RIDGE BEAM (2) 16d TOE NAIL
<br />(2) 16d FACE NAIL
<br />29.JOIST TO BAND JOIST, FACE NAIL (3) 16d
<br />30.LEDGER STRIP, FACE NAIL AT EACH JOIST (3) 16d
<br />31.WOOD STRUCTURAL PANELS SUBFLOOR, ROOF &
<br /> WALL SHEATHING (TO FRAMING)
<br />10d
<br />32.PANEL SIDING (TO FRAMING) 8d
<br />33.FIBERBOARD SHEATHING 8d
<br />34.INTERIOR PANELING 6d
<br />D = DEPTH OF JOIST
<br />W = STUD WIDTH
<br />L = CLEAR SPAN
<br />W
<br />PARTITIONS MAX.
<br />0.25W, 0.4W FOR
<br />MI
<br />N
<br />.
<br />W
<br />MI
<br />N
<br />.
<br />W
<br />5/8" MIN.
<br />FOR PARTITIONS
<br />0.4W, 0.6W
<br />MA
<br />X
<br />.
<br />1/
<br />6
<br />
<br />D
<br />MAX.
<br />1/3 D
<br />1/3 L MAX.
<br />1/3 L MIN.D MIN.
<br />MA
<br />X
<br />.
<br />1/
<br />3
<br />
<br />D
<br />T&
<br />B
<br />2"
<br />
<br />M
<br />I
<br />N
<br />.
<br />DMI
<br />N
<br />.
<br />3/
<br />4
<br />
<br />D
<br />NOTES:
<br />1. NOTIFY ENGINEER OF RECORD FOR ANY PENETRATIONS THAT FALL OUTSIDE OF THE SPECIFIED PARAMETERS.
<br />2. REFER TO MANUFACTURER SPECIFICATIONS FOR ALLOWABLE HOLES / NOTCHES IN ENGINEERED WOOD.
<br />DBL TOP PL
<br />STUD WALL
<br />PER PLAN
<br />JOIST PER PLAN
<br />DRILL NEAT HOLE AT
<br />CENTERLINE OF PLATES
<br />1 3/4" MAX. AT 2x4 PL
<br />2 3/4" MAX. AT 2x6 PL
<br />SEE NOTE 2
<br />PROVIDE CTS STRAP TIE
<br />AT EA. NOTCHED PL
<br />(2 STRAPS AT NOTCHED
<br />DBL. TOP PLATE)
<br />W/ (4) 10d MIN., E/E,
<br />EA. STRAP
<br />NOTE:
<br />1. FLOOR JOISTS LOCATED UNDER PLUMBING WALL SHALL BE DOUBLED (U.O.N.) & SPACED TO GIVE PROPER
<br />CLEARANCE FOR PIPING.
<br />2. FOR PENETRATIONS LARGER THAN DIMENSIONS SHOWN, CONTRACTOR SHALL VERIFY WITH ENGINEER.
<br />4'-0" MIN. TO FIRST
<br />TOP PLATE SPLICE
<br />TYP. EA. DIRECTION
<br />TY
<br />P
<br />.
<br />5/
<br />8
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />TY
<br />P
<br />.
<br />1"
<br />
<br />M
<br />I
<br />N
<br />.
<br />E/E
<br />6" MIN.
<br />2x DBL. TOP PL
<br />2x DBL. TOP PL
<br />WHERE PLATE IS
<br />DRILLED OR NOTCHED
<br />MORE THAN 1/3 WIDTH
<br />OF PLATE IT IS
<br />CONSIDERED A BREAK
<br />IN THE PLATE & AN A.B.
<br />IS REQUIRED BOTH
<br />SIDES
<br />EA. SILL PLATE SHALL
<br />HAVE (2) A.B. AS A MIN.
<br />A.B. & WASHER PER
<br />SHEAR WALL
<br />SCHEDULE (5/8"Ø A.B.
<br />W/ 3" SQ. x 3 GA PLATE
<br />WASHER U.O.N.)
<br />NOTES:
<br />1. db REFERS TO A.B. Ø.
<br />2. SILL PLATES IN CONTACT W/ CONCRETE SHALL BE P.T.D.F. OR FOUNDATION GRADE REDWOOD.
<br />3. IF 7db MIN./12" MAX. DIM. W/ HD THEN MEASURE FROM CENTERLINE HD A.B.
<br />4. SILL BOLTS SHALL BE 5/8"Ø L-BOLTS W/ 7" EMB. INTO FTG. (BELOW SLAB WHERE OCCURS) AT 4'-0"
<br />MAX. SPACING.
<br />9"
<br />
<br />M
<br />A
<br />X
<br />.
<br />7d
<br />b
<br />
<br />M
<br />I
<br />N
<br />.
<br />9"
<br />
<br />M
<br />A
<br />X
<br />.
<br />7d
<br />b
<br />
<br />M
<br />I
<br />N
<br />.
<br />9"
<br />
<br />M
<br />A
<br />X
<br />.
<br />7d
<br />b
<br />
<br />M
<br />I
<br />N
<br />.
<br />9" MAX.
<br />7db MIN.
<br />FO
<br />R
<br />
<br />A
<br />L
<br />L
<br />
<br />W
<br />A
<br />L
<br />L
<br />S
<br />,
<br />
<br />T
<br />Y
<br />P
<br />.
<br />SE
<br />E
<br />
<br />S
<br />H
<br />E
<br />A
<br />R
<br />
<br />W
<br />A
<br />L
<br />L
<br />
<br />S
<br />C
<br />H
<br />E
<br />D
<br />U
<br />L
<br />E
<br /> F
<br />O
<br />R
<br />
<br />S
<br />P
<br />A
<br />C
<br />I
<br />N
<br />G
<br />,
<br />
<br />4
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />PLAN VIEW
<br />POST PER PLAN
<br />A35 E/S (USE LTP4 AT
<br />DOOR OPENING
<br />OR END OF SILL)
<br />SEE NOTES 1 & 2
<br />3x SILL PLATE. SILL PL
<br />SHALL BE P.T.D.F. WHEN
<br />IN CONTACT WITH CONC.
<br />NOTES:
<br />1. FOR 2x4 WALLS USE A34 CLIPS.
<br />2. SIMILAR CONDITION AT SILL PLATE OVER WOOD FRAMING.
<br />3. FOR POSTS AT HOLDOWNS, SEE HOLDOWN SCHEDULE. FOR CONNECTION REQUIREMENTS.
<br />S.A.D.
<br />WALL STUDS,
<br />WHERE OCCURS
<br />ANCHORS PER TYP.
<br />S.W. DETAILS, WHERE
<br />S.W. OCCURS.
<br />OTHERWISE, SILL
<br />ANCHORS SHALL BE
<br />PER TYPE 6 S.W. PER
<br />THE S.W. SCHEDULE
<br />CONC. FTG./CURB/STEM
<br />WALL, PER PLAN
<br />A35 E/S (USE LTP4 AT
<br />DOOR OPENING
<br />OR END OF SILL)
<br />SEE NOTES 1 & 2
<br />MEMBER
<br />HANGER
<br />FACE MOUNT TOP FLANGE
<br />2x ROOF RAFTER
<br />2x FLOOR JOIST
<br />DBL. 2x ROOF RAFTER
<br />TJI ROOF RAFTER
<br />TJI FLOOR JOIST
<br />(SPAN < 18'-0")
<br />TJI FLOOR JOIST
<br />(SPAN ≥ 18'-0")
<br />LVL OR DBL. LVL
<br />FLOOR JOIST
<br />4x OR 6x BEAM
<br />GLULAM OR PSL
<br />BEAM
<br />LSU³ OR U³ JB OR HUTF³
<br />LUS OR U LB OR JB
<br />HU³ HUTF³
<br />IUS OR HU³ ITS OR LBV³
<br />HU LBV
<br />HU BA
<br />HUCQ HB
<br />MIU OR HU LBV OR BA
<br />ITSIUS
<br />NOTES:
<br />1. ALL HANGERS BY SIMPSON OR APPROVED EQUIVALENT. INSTALL PER MANUFACTURER'S INSTRUCTIONS,
<br />FILL ALL HOLES U.O.N.
<br />2. USE LARGEST HANGER ALLOWED FOR FRAMING MEMBER.
<br />3. HANGER MAY BE SLOPED UP TO 45°.
<br />LVL ROOF RAFTER HU³ LBV³
<br />1 OR 2 HOUR FIRE
<br />WALL DGF DGF
<br />(4) 16d (KING
<br />TO HDR.)
<br />(2) 2x SILL PLATE AT WINDOW
<br />A34 T&B AT
<br />KING TYP.(2) 2x TOP PL,
<br />TYP. U.O.N.
<br />3x SILL PL
<br />W/ (16) 16d NAILS IN (2) ROWS STAGGERED
<br />4' - 0" MIN. LAP
<br />1 WHERE STUD OCCURS OVER ANY PART OF
<br />A.B. NUT OR WASHER PROVIDE 2x SCAB PLATE
<br />W/ (4) 10d NAILS TO SILL PLATE. DRILL 1 1/2" Ø
<br />HOLE FOR A.B.
<br />2
<br />2
<br />(1) 2x KING STUD FOR ROUGH OPENING LESS
<br />THAN 3'-0" WIDE AT INTERIOR WALLS, (2) 2x
<br />KING STUDS FOR ROUGH OPENING OVER 3'-0"
<br />WIDE AND AT EXTERIOR WALLS, U.O.N.
<br />LOCATE SPLICE
<br />OVER STUD, TYP.
<br />3 2x TRIMMER STUD AT ROUGH OPENING.
<br />SINGLE STUD AT OPNG < 3'-0"
<br />DLB. STUD AT OPENING > 3'-0".
<br />4 HDR. PER PLAN. 4x8 MIN. AT 2x4 WALL & 6x8
<br />MIN. AT 2x6 WALL, U.O.N. W/ A34 CLIP T&B, E/E
<br />(4 TOTAL)
<br />5 2x BLOCKING AT WALL MID-HEIGHT & 6'-0" O.C.
<br />AT WALLS OVER 12'-0" IN HEIGHT
<br />6' - 0" MAX.
<br />3
<br />1
<br />3
<br />6
<br />CRIPPLE TO
<br />KING w/ 16d @
<br />12" O.C., TYP.
<br />2x STUDS
<br />@ 16" O.C.,
<br />TYP. U.O.N.
<br />6
<br />5
<br />BASE CAPPOST CAPPOST END CAP
<br />POST PER PLAN
<br />SIMP. 'ECCQ' POST CAP
<br />ROTATE STRAP AS
<br />REQ'D. TO CONCEAL
<br />IN FINISHES
<br />ROTATE STRAPS AS REQ'D.
<br />TO CONCEAL FASTENERS IN
<br />WALL, TYP.
<br />SIMP. 'CCQ' POST CAP
<br />SIMP. 'CCQ'
<br />POST CAP
<br />POST
<br />PER PLAN
<br />BM.
<br />PER PLAN
<br />COL. &
<br />BM. SPLICE
<br />A B C
<br />S.A.D.
<br />CL
<br />POST PER PLAN
<br />SIMP. 'ECC' POST CAP
<br />ROTATE STRAP AS
<br />REQ'D. TO CONCEAL
<br />IN FINISHES
<br />ROTATE STRAPS AS REQ'D. TO
<br />CONCEAL LAG BOLTS IN WALL,
<br />TYP.
<br />SIMP. 'CC' POST CAP
<br />CONTINUOUS
<br />BM. SIM.
<br />COL. & BM. SPLICE
<br />SIMP. 'CC'
<br />POST CAP
<br />POST PER PLAN
<br />BM.
<br />PER PLAN
<br />BASE CAPPOST CAPPOST END CAPA B C
<br />CL
<br />WHERE BM. WIDTH IS WIDER
<br />THAN POST BELOW, INSTALL A
<br />1/2" THK. CAP PL OVER HSS POST
<br />TO MATCH BM. WIDTH ABOVE
<br />SIM. AT CONT.
<br />BM. CONDITION
<br />W/ 'CCOQ' POST
<br />CAP, WHERE
<br />OCCURS
<br />HSS POST
<br />PER PLAN
<br />3/16SIMP. 'ECCOQ' POST CAP
<br />SDS OPTION
<br />BOLTED OPTION
<br />S.A.D.
<br />WHERE BEAM WIDTH IS WIDER
<br />THAN POST BELOW, INSTALL A
<br />1/2" THK. CAP PL OVER HSS POST
<br />TO MATCH BM. WIDTH ABOVE
<br />SIM. AT CONT.
<br />BM. CONDITION
<br />W/ 'CCO' POST
<br />CAP, WHERE
<br />OCCURS
<br />HSS POST
<br />PER PLAN
<br />3/16SIMP. 'ECCO' POST CAP
<br />HSS POSTD
<br />HSS POSTD
<br />NOTE:
<br />1. WHERE BEAMS INTERSECT AT A SINGLE POST PROVIDE SIMPSON ECCLQ/CCCQ/CCTQ AS REQUIRED
<br />3x SILL PLATE. SILL PL
<br />SHALL BE P.T.D.F. WHEN
<br />IN CONTACT WITH CONC.
<br />WALL STUDS,
<br />SEE
<br />5/8"Ø SIMP. TITEN HD
<br />ANCHORS W/ 2 1/2"
<br />EMB. @ 48" O.C. MAX.
<br />(E) S.O.G., MIN. 4" THK.,
<br />V.I.F.
<br />9/S0.23
<br />PARALLEL TO JOISTS
<br />PERPENDICULAR TO JOISTS
<br />DBL. TOP PL
<br />CEILING JOIST
<br />PER PLAN
<br />STUD WALL, S.A.D.
<br />1/2" GAP
<br />SIMPSON SDPW19600
<br />DEFLECTOR SCREWS
<br />@ 48" O.C. (IAPMO ER-192)
<br />W/ 1" EMB. INTO JOIST
<br />PRE-DRILL 3/8"Ø HOLE
<br />IN DBL. TOP PL
<br />2x6 FLAT BLKG. @ 48" O.C.
<br />SUPPORTED ON CEILING JOISTS
<br />PER PLAN. DO NOT ATTACH TO
<br />(E) TRUSS MEMBERS
<br />1/2" GAPPRE-DRILL 3/8"Ø HOLE
<br />IN DBL. TOP PL
<br />JOIST PER PLAN
<br />3/4" OFFSET
<br />3/4" OFFSET
<br />SIMPSON SDPW19600
<br />DEFLECTOR SCREWS
<br />@ 48" O.C. (IAPMO ER-192)
<br />W/ 1" EMB. INTO BLKG.STUD WALL, S.A.D.
<br />DBL. TOP PL
<br />NOTE:(E) TRUSS MEMBERES NOT SHOWN FOR CLARITY.
<br />Scale
<br />Project number
<br />Date
<br />Drawn by
<br />Jen Dunbar, AIA
<br />phone: 310.435.3928
<br />12314 La Maida Street
<br />Valley Village, CA 91607
<br />jen@dunbararchitecture.com
<br />DUNBAR
<br />ARCHITECTURE
<br />N.T.S.
<br />2/
<br />2
<br />5
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />1
<br />:
<br />5
<br />5
<br />:
<br />5
<br />8
<br />
<br />P
<br />M
<br />S0.23
<br />TYPICAL WOOD
<br />DETAILS
<br />23005.10
<br />CYPRESS STREET
<br />FIRE STATION
<br />REHABILITATION
<br />CITY OF SANTA ANA
<br />01/12/2024
<br />IK
<br />625 S. CYPRESS
<br />S0.23 N.T.S.
<br />1 NAILING SCHEDULE
<br />S0.23 N.T.S.
<br />4 HOLES & NOTCHES IN STUDS & JOIST FOR SAWN
<br />LUMBER
<br />S0.23 1" = 1'-0"
<br />5 HOLES & STRAPS AT STUD WALL TOP PLATE FOR
<br />MEP
<br />S0.23 1" = 1'-0"
<br />6 TYPICAL SILL BOLTING LAYOUT
<br />S0.23 1" = 1'-0"
<br />7 TYPICAL WOOD POST BASE AT SILL PLATE
<br />S0.23 N.T.S.
<br />8 TYPICAL HANGER SCHEDULE
<br />S0.23 N.T.S.
<br />9 TYPICAL WALL/HEADER FRAMING
<br />S0.23 1" = 1'-0"
<br />10 WOOD BEAM TO POST CONNECTION
<br />S0.23 1" = 1'-0"
<br />15 TYPICAL NON-BEARING WALL TO (E) S.O.G.
<br />S0.23 N.T.S.
<br />2 INTERIOR NON-BEARING WALL TOP RESTRAINT
<br />No. Description Date
<br />1 100% DD ISSUANCE 01/12/2024
<br />2 75% CD ISSUANCE 03/15/2024
<br />3 90% CD ISSUANCE 05/03/2024
<br />4 PERMIT SET 05/17/2024
<br />5 BACKCHECK SET 01/17/2025
<br />EXP. 03/31/26
<br />No. C78947
<br />STATEOF CA LIFORNIA
<br />REGISTERED PROF E SSIONALENGINEE
<br />R
<br />NINAAZAD HMAHJOUB
<br />E
<br />CI V IL
<br />DATE SIGNED
<br />02/27/2025
<br />6 2 BACKCHECK SETND 02/27/2025
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