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A
<br />A
<br />(E) LEDGER TO BE
<br />REMOVED V.I.F.
<br />3x BLKG. ATTACH TO
<br />EACH ROOF JOIST
<br />WITH A35 CLIP TYP.,
<br />NOTCH AT (E) TRUSS,
<br />TYP.
<br />ROOF JOIST PER PLAN
<br />(E) TRUSS TOP CHORD
<br />BEYOND, V.I.F.
<br />(E) STRAIGHT
<br />SHEATHING, V.I.F.
<br />PLYWOOD SHEATHING
<br />PER PLAN
<br />B.N.
<br />CONT. TENSION
<br />STRAP PER PLAN
<br />(E) PARAPET, V.I.F.
<br />(E) WALL SHEATHING
<br />V.I.F.
<br />RESUPPORT (E) TRUSS TOP
<br />CHORD W/ 3x4 LEDGER
<br />SPANNING BETWEEN
<br />ADJACENT (E) STUDS.
<br />ATTACH TO (E) STUDS WITH
<br />(2) #14 WOOD SCREWS E/E,
<br />RESUPPORT BEFORE
<br />REMOVING (E) LEDGER
<br />SIMPSON H2.5A EA.
<br />JOIST-LEDGER
<br />TYP., U.O.N.
<br />CEILING JOIST PER PLAN
<br />(E) TRUSS BOT. CHORD
<br />BEYOND, V.I.F.
<br />(E) LEDGER, V.I.F.
<br />ALIGN CEILING JOISTS
<br />WITH (E) STUD AND
<br />BOT. TRUSS CHORD,
<br />BEAR ON (E) LEDGER
<br />AND PROVIDE (3) 10d
<br />NAILS INTO STUD
<br />3x4 LEDGER BETWEEN
<br />ADJACENT STUDS TO
<br />SUPPORT ROOF JOIST.
<br />AT E/E BEAR ON 2x4
<br />CRIPPLE STUD x 12"
<br />ATTACHED TO (E)
<br />STUDS W/ (3) SIMP.
<br />SDWS22300 SCREWS
<br />MAX. 2 1/2" WIDE x 1"
<br />DEEP NOTCH AT
<br />LEDGER
<br />(E) TOP PL. V.I.F.
<br />B.N.
<br />B.N.
<br />A35 CLIPS BETWEEN
<br />LEDGER AND SHTG.
<br />PER SW SCHEDULE
<br />SHEAR WALL PER PLAN,
<br />ATTACH SHEATHING TO
<br />(E) STUDS, TYP.E.N.
<br />3x BLKG. AT ALL PANEL
<br />JOINTS SEE 2/S0.24
<br />NOTCH SHTG. AROUND
<br />TRUSS BOT. CHORD AND
<br />CEILING JOISTS. PROVIDE
<br />3x BLKG AT ALL PANEL
<br />JOINTS.
<br />SECTION A-A
<br />E.N., TYP.
<br />SHEATHING PANELS
<br />PER S.W. SCHEDULE
<br />3x BLOCKING AT
<br />PANEL JOINTS W/
<br />SHTG. E.N. WHERE
<br />NOT ALIGNED W/
<br />AN (E) STUD
<br />SHEATHING
<br />NOTCH AROUND
<br />FRAMING, TYP.
<br />CONT. SIMP. CS16
<br />STRAP ABOVE & BELOW
<br />OPENINGS IN WALL
<br />(E) TOP PL. V.I.F.
<br />S.W. SHEATHING PER
<br />PLAN & TYP. DETAILS
<br />ON S.024
<br />CEILING AT (E) TRUSS
<br />BOT. CHORD, S.A.D.
<br />CEILING
<br />VOID
<br />ROOF
<br />S.A.D.
<br />S.W. END POST W/
<br />E.N. PER PLAN
<br />2x STUDS ALIGNED W/
<br />(E) TRUSS BOT. CHORD
<br />WALL FRAMING PER 9/S0.23
<br />2x CRIPPLE STUDS
<br />BETWEEN (E) TRUSS
<br />T&B CHORDS
<br />CONT. DBL. PLATE
<br />UNDER ROOF JOISTS
<br />ALIGN ALT. STUDS
<br />UNDER ROOF JOISTS
<br />3x BLOCKING MATCHING
<br />DEPTH OF ROOF JOISTS,
<br />NOTCH AT (E) TRUSS
<br />TOP CHORDS, TYP.,
<br />ATTCH TO EACH JOIST
<br />W/ A35 CLIP E/E
<br />SIMPSON LTP4 CLIPS,
<br />SEE S.W. SCH.
<br />FOR SPACING 1/S0.24
<br />3x BLOCKING, TYP.,
<br />MATCHING DEPTH OF
<br />TRUSS TOP CHORD,
<br />ATTACH TO TRUSS W/
<br />A34 CLIP E/E
<br />CEILING JOIST
<br />PER PLAN, ALIGN
<br />W/ (E) TRUSS BOT.
<br />CHORD, TYP.
<br />NOTCH SHEATHING
<br />AROUND CEILING
<br />JOIST AND TRUSS
<br />BOT. CHORD, PROVIDE
<br />3x BLOCKING AROUND
<br />NOTCH W/ EDGE
<br />NAILING, SEE SECTION
<br />A-A ON 2/S2.02
<br />CONT. STRAP
<br />PER PLAN
<br />CONT. SIMP. CS16
<br />STRAP ABOVE & BELOW
<br />OPENINGS IN WALL
<br />TRIM (E) BOT. CHORD
<br />OVERHANG
<br />WOOD BEAM PER PLAN
<br />ROOF JOIST SPLICE AT
<br />STUD WALL, PROVIDE
<br />SIMPSON H2.5A AT EA.
<br />JOIST TO TOP PLATE
<br />2x CRIPPLE STUD
<br />WALL PER 9/S0.23
<br />LOAD BEARING WALLS
<br />TO BE REMOVED, S.A.D.
<br />HANG (E) TRUSS OFF
<br />WOOD BEAM, PROVIDE
<br />HUS26-2 HANGER TO
<br />SUPPORT BOT. CHORD
<br />AND WEB, V.I.F. REQ'D.
<br />HANGER SIZE
<br />16d @ 16" O.C.
<br />HANGER, SEE
<br />SCHEDULE ON 8/S0.23
<br />3x BLKG., RIP TO
<br />ROOF SLOPE, TYP.
<br />B.N.
<br />PROVIDE 2x6
<br />TRUSS VERT. W/
<br />(4) 10d NAILS TO
<br />(E) T&B CHORDS
<br />SIMP. AS2046A TRUSS PLATE
<br />(20 GA. MIN.) NAILED TO BOT.
<br />CHORD, VERT. & DIAG.
<br />PROVIDE INFILL 2x PIECE
<br />AS REQ'D FOR EVEN
<br />NAILING SURFACE
<br />(E) 2x STUD WALL, V.I.F.
<br />CONTRACTOR TO
<br />VERIFY (E) FRAMING
<br />CONNECTIONS &
<br />PROVIDE THE CBC
<br />MINIMUMS PER
<br />IF (E) IS INSUFFICIENT
<br />ROOF JOIST SPLICE AT
<br />STUD WALL, PROVIDE
<br />SIMPSON H2.5A AT EA.
<br />JOIST TO TOP PLATE
<br />MAX. 1/2" BIRDSMOUTH TO
<br />JOIST AT (E) TOP PLATE
<br />CEILING JOISTS PER PLAN,
<br />BEAR ON (E) STUD WALL
<br />1/S0.23
<br />3x BLKG., RIP TO
<br />ROOF SLOPE, TYP.
<br />B.N.
<br />2x BLKG. BTWN.
<br />CEILING JOISTS, TYP.
<br />BM. PER PLAN BEYOND
<br />W/ HANGER PER PLAN
<br />BM. PER PLAN
<br />SIMP. CCQ POST CAP
<br />POST PER PLAN
<br />NOTE:
<br />1. BALANCE OF FRAMING NOT SHOWN FOR CLARITY
<br />2. FOR MEP OPENINGS IN SHEAR WALL, SEE DET.
<br />POST PER PLAN W/
<br />SIMP. CS14 STRAP
<br />CONNECTED TO BM.
<br />15/S0.24
<br />CEILING EL.
<br />S.A.D.
<br />B.N., TYP.
<br />DRAG BM. PER PLAN
<br />PROVIDE (2) BAYS
<br />OF 3x BLKG.
<br />BEYOND DRAG BM.
<br />W/ EDGE NAILING
<br />SHEAR WALL,
<br />SEE PLAN AND TYP.
<br />DETS. ON S0.23
<br />STRAP PER PLAN,
<br />CNTR. ON END OF
<br />SHEAR WALL
<br />SHORE (E) STUDS, CUT
<br />& RECONNECT TO HDR.
<br />AFTER INSTALLATION
<br />NOTES:
<br />1. OCCURS EACH END OF OPENING, TYP.
<br />2. SEE FOR INFORMATION NOT SHOWN
<br />PROVIDE JACK STUD
<br />ATTACHED TO (E) STUD,
<br />SEE 9/S0.23
<br />9/S0.23
<br />HDR. PER PLAN,
<br />EXTEND TO ADJACENT
<br />FULL HEIGHT STUD
<br />OPNG., S.A.D.
<br />PROVIDE INFILL STUD AS
<br />REQ'D TO FRAME OPNG.
<br />(E) STUDS TO BE
<br />REMOVED
<br />3x FLAT BLKG. AT
<br />ATTACHMENT POINTS,
<br />COORDINATE W/ MANUF.
<br />(E) WALL STUDS, V.I.F.,
<br />SISTER FULL-HEIGHT W/
<br />3x6 OR (2) 2x6 ATTACHED
<br />W/ 16d NAILS @ 12" O.C.
<br />WHERE STUDS SUPPORT
<br />MEP UNIT
<br />WALL-MOUNTED MEP
<br />UNIT, S.M.D. (EXTENT
<br />SHOWN INDICATIVELY)
<br />2x CRIPPLE STUDS
<br />UNDER E/E OF BLKG.,
<br />TYP.
<br />B.N.
<br />E.N.
<br />SW
<br />DRAG BM. PER PLAN
<br />BLKG., SHAPE AS REQ'D
<br />TO ATTACH SHTG.
<br />SHORE (E) RAFTERS,
<br />REMOVE (E) TRUSS &
<br />RECONNECT TO BM.
<br />W/ SIMP. H2.5A CLIP
<br />LTP4 CLIPS PER S.W.
<br />SCH. FROM BLKG. TO BM.
<br />PER
<br />PLAN
<br />A35 SHEAR TRANSFER
<br />CONN. PER S.W.
<br />SCHEDULE ON S0.24
<br />E.N.
<br />SWPER
<br />PLAN
<br />(E) PARAPET & TOP PL.
<br />V.I.F.
<br />CONT. LEDGER PER
<br />PLAN, NAIL TO EA. (E)
<br />STUD WITH (3)
<br />SDWS22500 SCREWS,
<br />EQUALLY SPACED.
<br />SHORE & REMOVE (E)
<br />END TRUSS OR
<br />LEDGER TO INSTALL
<br />LEDGER. GC TO
<br />PROVIDE SHORING AS
<br />REQD.
<br />3x BLKG. AT SHTG.
<br />PANEL JOINTS SEE
<br />DET.
<br />(E) WALL TOP PL. AT
<br />TRUSS BOTTOM
<br />CHORD V.I.F.
<br />ROOF SHTG. PER PLAN
<br />OVER (E) STRAIGHT
<br />SHTG. V.I.F.
<br />B.N.
<br />2/S0.24
<br />(E) TRUSS V.I.F.
<br />SW
<br />8"
<br />8"
<br />STRAP PER PLAN
<br />(E) RAFTERS V.I.F.
<br />4x BLKG. BETWEEN
<br />(E) RAFTERS
<br />INFILL SHEAR WALL
<br />BETWEEN ROOF AND
<br />DRAG BEAM WITH 1/2"
<br />SHEATHING & 6" O.C.
<br />E.N. & F.N.
<br />LTP4 CLIPS T&B OF S.W.
<br />SPACED SEE DET.
<br />FOR 6" E.N.
<br />DRAG BEAM PER PLAN
<br />CONNECT DRAG BM. TO
<br />STRONG-WALL PER
<br />4/S0.31 TYP. AT (2)
<br />LOCATIONS
<br />SIMPSON STRONG-
<br />WALL PER PLAN
<br />SIMPSON CS14 STRAP
<br />SPLICING SHEAR
<br />WALL AND STRONG
<br />WALL BELOW.
<br />CUT & RESUPPORT (E)
<br />CEILING JOISTS TO
<br />DRAG BEAM SEE DET.
<br />2/S0.24
<br />8/S0.23
<br />E.N.
<br />E.N.
<br />SW
<br />CEILING ELEV.
<br />S.A.D.
<br />B.N.
<br />(E) HIP RAFTER.
<br />SISTER WITH 2x
<br />MEMBER MATCHING
<br />DEPTH OF RAFTER
<br />W/SDWS22300x3" @12"
<br />O.C. STAGGERED
<br />(E) HIP RAFTERS
<br />BEYOND V.I.F.
<br />INFILL SHEAR WALL
<br />BETWEEN ROOF AND
<br />DRAG BEAM WITH 1/2"
<br />SHEATHING & 6" O.C.
<br />E.N. & F.N.
<br />LTP4 CLIPS T&B OF
<br />SPACED SEE DET.
<br />FOR 6" E.N.
<br />DRAG BEAM PER PLAN.
<br />SHORE & REMOVE (E)
<br />CEILING BEAM TO
<br />INSTALL BM.
<br />SPLICE DRAG BEAM
<br />W/DRAG BEAM AT
<br />STRONG WALLS W/
<br />MSTC48 STRAP, SEE
<br />PLAN
<br />SHEAR WALL TOP PLS
<br />MATCHED TO HIPPED
<br />ROOF SLOPE
<br />E.N.
<br />2/S0.24
<br />PLYWOOD SHEATHING
<br />PER PLAN
<br />E.N.
<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 />1" = 1'-0"
<br />2/
<br />2
<br />5
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />1
<br />:
<br />5
<br />6
<br />:
<br />1
<br />2
<br />
<br />P
<br />M
<br />S2.02
<br />FRAMING 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 />S2.02 1" = 1'-0"
<br />1 EXTERIOR WALL FRAMING SECTION
<br />S2.02 1" = 1'-0"
<br />2 EXTERIOR WALL FRAMING SECTION AT SHEAR
<br />WALLS2.02 1" = 1'-0"
<br />6 GRID 2 SHEAR WALL FRAMING
<br />S2.02 1" = 1'-0"
<br />4 FRAMING SUPPORT AT WOOD BEAM
<br />S2.02 1" = 1'-0"
<br />7 FRAMING SUPPORT AT BEARING WALL
<br />S2.02 1" = 1'-0"
<br />16 SHEAR WALL CONNECTION TO ROOF AND DRAG
<br />BEAM
<br />S2.02 1" = 1'-0"
<br />8 OPENING IN (E) BEARING WALL
<br />S2.02 1" = 1'-0"
<br />10 WALL MOUNTED MEP UNIT SUPPORT
<br />S2.02 1" = 1'-0"
<br />9 SHEAR WALL AT HIP ROOF
<br />S2.02 1" = 1'-0"
<br />11 SHEAR WALL TRANSFER - ROOF MEMBERS
<br />PARALLEL
<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 />S2.02 1" = 1'-0"
<br />5 INFILL SHEAR WALL CONNECTION TO SIMPSON
<br />STRONG WALLS2.02 1" = 1'-0"
<br />13 INFILL SHEAR WALL AT HIP ROOF
<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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