|
NOTES:
<br />1. USE 1/2" CDX PLYWOOD UNLESS OTHERWISE NOTED.
<br />2. E.N. ACROSS ALL PANEL EDGES, FIELD NAILING IS 12" O.C. ALL NAILS ARE COMMON WIRE NAILS, MAY USE
<br />10d SHORTS (2 1/8" MIN. LENGTH) W/ FULL HEADS.
<br />3. ALL MEMBERS RECEIVING E.N. INCLUDING SILL PLATE SHALL BE 3x MIN. NAILING SHALL BE STAGGERED.
<br />EXCEPTION: WHERE PLYWOOD IS APPLIED TO ONLY ONE SIDE OF WALL AND NAIL SPACING IS 6" O.C.
<br />MEMBERS RECEIVING EDGE NAILING CAN BE 2x.
<br />4. ALL FDN. ANCHOR BOLTS ARE 5/8"Ø L-BOLTS W/ 7" EMB. & A 2" HOOK OR ALL THREAD ROD WITH A NUT,
<br />WASHER AND NUT ON THE EMBEDDED END. WHEN SHEAR WALLS ARE LOCATED ON (E) CONCRETE 5/8"Ø
<br />ALL THREAD ROD WITH SIMPSON SET-XP EPOXY MAY BE USED. ANCHORS SHALL HAVE A MIN.
<br />EMBEDMENT OF 7", A MIN. EDGE DISTANCE OF 1 3/4" AND SHALL HAVE A 3" SQ. x 3 GA PLATE WASHER AT
<br />THE SILL. CONTRACTOR MAY USE BP5/8-3 OR BPS5/8-3 SIMPSON WASHERS. PLATE WASHER SHALL
<br />EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. WHERE
<br />WALL IS GREATER THAN 2x4 AND SHEATHING OCCURS ON BOTH SIDES, ANCHOR BOLTS SHALL BE
<br />STAGGERED. A.B. & WASHER SHALL BE HOT DIPPED GALVANIZED.
<br />5. SILL CONNECTION IS FOR WOOD TO WOOD CONNECTION ONLY, TYP. BTWN. FLOORS. WHERE SPACING IS
<br />CLOSER THAN 8" O.C. RIM OR RIM BLOCKING SHALL BE 3 1/2" MIN. WIDTH AND FASTENERS SHALL BE
<br />STAGGERED. SDS 1/4 x 6 MAY BE USED IN LIEU OF SDWS 0.220 x 6 AT CONTRACTOR'S DISCRETION.
<br />MARK
<br />10d @ 6" O.C.
<br />CAPACITY
<br />(PLF)
<br />286
<br />RIM CONN. SPACING
<br />(SIMP. A35, LTP4 OR
<br />LS50)
<br />24" O.C. 16" O.C.
<br />SILL PL CONN.
<br />SPACING (SIMP.
<br />SDWS 0.220 x 6)
<br />SEE NOTE 5
<br />FDN. ANCHOR
<br />SPACING. SEE
<br />NOTE 4
<br />48" O.C.
<br />424
<br />EDGE NAILING
<br />(E.N.)
<br />SEE NOTE 2
<br />12" O.C. 48" O.C.16" O.C.10d @ 4" O.C.
<br />6
<br />4
<br />a b c d
<br />3x P.T. SILL PL
<br />FDN. ANCHOR
<br />SIZE & SPACING
<br />PER SHEAR
<br />WALL SCH.
<br />EDGE NAILING AT
<br />HORIZ. & VERT.
<br />EDGES, STAGGER
<br />NAILS W/ NAILS FROM
<br />ADJACENT PANELS
<br />LEAVE 1/16" GAP
<br />BTWN. PANEL
<br />EDGES, TYP.
<br />3x BLKG. CENTERED
<br />ON HORIZ. PLYWD.
<br />JOINTS
<br />VERT. PLYWD. JOINTS
<br />TO BE CENTERED ON
<br />STUDS
<br />END POST &
<br />HOLDOWN PER PLAN
<br />CONC. S.O.G.
<br />PER PLAN
<br />MIN. PANEL
<br />SIZE 24" SQ.
<br />TYP. STUDS
<br />PER PLAN W/ F.N.
<br />PER SHEAR WALL
<br />SCH.
<br />CONC.
<br />FOUNDATION
<br />PER PLAN
<br />7"
<br />
<br />E
<br />M
<br />B
<br />.
<br />PE
<br />R
<br />
<br />H
<br />D
<br />
<br />S
<br />C
<br />H
<br />.
<br />EM
<br />B
<br />.
<br />3/8" MIN.
<br />EDGE DIST., TYP.
<br />3x (MIN.) STUDS AT
<br />PANEL EDGES FOR
<br />NAILING TIGHTER
<br />THAN 6" O.C.
<br />STUD WALL PER PLAN
<br />NOTES:
<br />1. KEY NOTES INDICATED WITH LETTERS REFER TO SHEAR WALL SCHEDULE ON DETAIL
<br />2. REINFORCING NOT SHOWN IN CONCRETE ELEMENTS, SEE FOUNDATION DETAILS FOR BALANCE OF
<br />INFORMATION..
<br />A
<br />3x P.T. SILL PL
<br />D
<br />ROOF
<br />S.A.D.
<br />STUD WALL PER PLAN
<br />ROOF JOISTS PER PLAN
<br />ROOF SHTG. PER PLAN
<br />CONT. DBL. TOP PL
<br />3x RIM BLKG.
<br />B.N.
<br />A
<br />B
<br />ROOF - JOISTS PERPENDICULAR
<br />1/S0.24
<br />SHEAR WALL SHTG. PER
<br />PLAN TO BE PLACED ON
<br />INSIDE FACE OF WALL
<br />(E) CONC. S.O.G.,
<br />SEE FOR
<br />CONN. TO FDN.
<br />3/S0.22
<br />SHEAR WALL SHTG. PER
<br />PLAN TO BE PLACED ON
<br />INSIDE FACE OF WALL
<br />INTERIOREXTERIOR
<br />INTERIOREXTERIOR
<br />STEM WALL PER PLAN
<br />MI
<br />N
<br />.
<br />7"
<br />
<br />E
<br />M
<br />B
<br />.
<br />1/
<br />2
<br />"
<br />NOTES:
<br />1. KEY NOTES INDICATED WITH LETTERS REFER TO SHEAR WALL SCHEDULE ON DETAIL
<br />2. WHERE ONLY 1 SIDE OF SHEAR WALL SHEATHING IS CALLED OUT PLAN, SHEATHING MAY BE APPLIED ON
<br />EITHER SIDE OF WALL.
<br />3. REINFORCING NOT SHOWN IN CONCRETE ELEMENTS, SEE FOUNDATION DETAILS FOR BALANCE OF
<br />INFORMATION.
<br />4. SEE FRAMING PLANS FOR DIRECTION OF JOISTS. BOTH PARALLEL AND PERPENDICULAR JOISTS ARE
<br />SHOWN ON THIS DETAIL FOR REFERENCE.
<br />ROOF
<br />S.A.D.
<br />STUD WALL PER PLAN
<br />ROOF JOISTS PER PLAN
<br />ROOF SHTG. PER PLAN
<br />CONT. DBL. TOP PL
<br />3x BLKG.
<br />B.N.
<br />A
<br />B
<br />1/S0.24
<br />ROOF - JOISTS PERPENDICULAR
<br />SHEAR WALL SHTG.
<br />PER PLAN
<br />JOIST OVERLAP BEYOND
<br />STEM WALL PER PLAN
<br />MI
<br />N
<br />.
<br />7"
<br />
<br />E
<br />M
<br />B
<br />.
<br />STUD WALL PER PLAN
<br />A
<br />3x P.T. SILL PLD
<br />SHEAR WALL SHTG.
<br />PER PLAN
<br />1/
<br />2
<br />"
<br />(E) CONC. S.O.G.,
<br />SEE FOR
<br />CONN. TO FDN.
<br />3/S0.22
<br />ALIGN T.O.
<br />FDN. W/
<br />T.O. (E)
<br />S.O.G., TYP.
<br />OPENING
<br />S.A.D.
<br />4'-0"x4'-0" MAX.,
<br />U.O.N. ON PLAN
<br />3x BLKG. @ STRAP
<br />BM. OR DBL.
<br />JOISTS, PER PLAN
<br />CONT. SIMP CS16 STRAP E/S,
<br />4'-0" MIN. END LENGTH
<br />ROOF SHTG.
<br />B.N. E/S OF OPNG. WHERE SIMP.
<br />STRAP DOES NOT OCCUR
<br />MIN.
<br />3 BAYS
<br />FIELD NAILING, TYP.
<br />MIN PANEL SIZE 24" SQ.
<br />DIAPHRAGM BOUNDARY
<br />NAILING, (B.N.) TYP.
<br />4'x8' PLYWD. SHEETS W/
<br />FACE GRAIN PERP. TO
<br />FRAMING, U.O.N. PLACE
<br />IN A STAGGERED
<br />PATTERN, TYP. U.O.N.
<br />3x CONT. RIM JOIST OR
<br />BLKG, TYP @ DIAPHRAGM
<br />EDGES
<br />AA
<br />B
<br />B
<br />SECTION A-A SECTION B-B
<br />JOIST FRAMING
<br />PER PLAN
<br />DIAPHRAGM BOUNDARY
<br />NAILING (B.N.) TYP.
<br />PANEL EDGE NAILING
<br />(E.N.) WHERE BLOCKED
<br />DIAPHRAGM IS SPECIFIED
<br />PER PLAN TYP.
<br />PANEL EDGE NAILING
<br />(E.N.) TYP. SEE NOTE 1
<br />PLYWD. SHTG.
<br />PER PLAN
<br />JOISTS
<br />PER PLAN
<br />E.N.
<br />1/8" GAP
<br />EDGE DIST.
<br /> 3/8" MIN.PLYWD. SHTG.
<br />PER PLAN
<br />3x4 FLAT BLKG. 3x
<br />FULL DEPTH BLKG.
<br />MAY BE USED AT
<br />CONTRACTOR'S
<br />OPTION
<br />E.N.
<br />1/8" GAP
<br />EDGE DIST.
<br /> 3/8" MIN.
<br />NOTE:
<br />1. ALL FRAMING MEMBERS AND BLOCKING RECEIVING NAILS SPACED AT 2 1/2" O.C.
<br />OR TIGHTER SHALL BE 3x MIN. WIDTH
<br />NOTES:
<br />1. IF REQUIRED EMBEDMENT IS DEEPER THAN FOOTING CALLOUT ON PLAN, FOOTING SHALL BE LOCALLY
<br />DEEPENED TO PROVIDE 3" MIN. CLR. BETWEEN ANCHOR HEAD AND SOIL. EMBEDMENT DIMENSION IS TAKEN
<br />FROM TOP OF REBAR TIE, NOT TOP OF FOOTING DEEPEN TIES TO MATCH.
<br />2. ALL HARDWARE (ALL-THREAD ROD, COUPLERS, WASHERS, NUTS, ETC.) IN CONTACT WITH CONCRETE TO BE
<br />HOT DIPPED GALVANIZED.
<br />3. FOR PROJECTS IN THE CITY OF LOS ANGELES LISTED HOLDDOWN CAPACITY SHALL BE MULTIPLIED BY A
<br />MODIFICATION FACTOR OF 0.75.
<br />Le1
<br />(INTERIOR FTG.,
<br />MAT SLAB)
<br />HDU5
<br />HDU4
<br />5645
<br />4565
<br />PERIMETER FOOTINGINTERIOR FOOTING
<br />ANCHOR
<br />Ø
<br />5/8"
<br />5/8"
<br />HOLDOWN CAPACITY
<br />(LBS.)
<br />3x3x1/2"
<br />3x3x3/8"
<br />WASHER SIZE
<br />6"
<br />6"
<br />Le1
<br />(EXTERIOR FTG.)
<br />6"
<br />6"
<br />LOCATE CONT. BAR
<br />AT EA. CORNER OF
<br />TIE REINF. OR ADD
<br />#4 x 4'-0" DOWELS
<br />WHERE CONT. BARS
<br />DO NOT OCCUR
<br />MIN. POST
<br />SIZE U.O.N.
<br />4x4
<br />4x4
<br />FOOTING & REINF.
<br />PER PLAN
<br />PROVIDE #5 TIE
<br />E/S OF ANCHOR
<br />HOLDOWN
<br />PER PLAN
<br />POST
<br />PER PLAN
<br />ANCHOR ROD
<br />PER SCH.
<br />PER PLAN
<br />PE
<br />R
<br />
<br />P
<br />L
<br />A
<br />N
<br />MI
<br />N
<br />.
<br />3"
<br />
<br />C
<br />L
<br />R
<br />.
<br />MAX.
<br />1 1/2"
<br />PE
<br />R
<br />
<br />S
<br />C
<br />H
<br />.
<br />'L
<br />e
<br />'
<br />CONC. SLAB ON
<br />GRADE PER PLAN
<br />(REINF. NOT SHOWN)
<br />PER PLAN
<br />PE
<br />R
<br />
<br />P
<br />L
<br />A
<br />N
<br />MI
<br />N
<br />.
<br />3"
<br />
<br />C
<br />L
<br />R
<br />.
<br />ENSURE WASHER
<br />PLATE IS WITHIN
<br />REBAR CAGE
<br />PE
<br />R
<br />
<br />S
<br />C
<br />H
<br />.
<br />'L
<br />e
<br />'
<br />CONC. SLAB ON
<br />GRADE PER PLAN
<br />(REINF. NOT SHOWN)
<br />PROVIDE (N) 2x4 STUDS
<br />MIN, @ 16" O.C.
<br />REMOVE (E) TOP
<br />PLATE ABOVE STUDS
<br />TO BE REPLACED,
<br />EXTEND (N) PLATE
<br />TO FIRST ADJACENT
<br />UNDAMAGED STUD
<br />AT E/E
<br />(E) ROOF FRAMING
<br />NOT SHOWN FOR
<br />CLARITY
<br />REMOVE (E) WALL
<br />STUDS AT AREAS OF
<br />DETERIORATION
<br />TYP.
<br />END LENGTH,
<br />SPLICE (E) & (N) TOP
<br />PLATES W/ CS14 STRAP,
<br />20" END LENGTH, TYP.
<br />REMOVE (E) BOT. PLATE
<br />BELOW STUDS TO BE
<br />REPLACED, PROVIDE 3x
<br />BOT. PLATE, EXTEND TO
<br />FIRST ADJACENT
<br />UNDAMAGED STUD AT E/E
<br /> FRAMING, COORDINATE W/ S.E.O.R.
<br />EXTENT OF DAMAGE/DETERIORATION,
<br />CONTRACTOR TO SURVEY (E)
<br />PROVIDE ADD'L STUD
<br />UNDER END OF T&B
<br />PLATES
<br />SILL BOLTS MIN. 5/8"⌀
<br />SIMPSON TITEN SCREW
<br />ANCHOR W/ 4" EMB.,
<br />SEE DETAIL 6/S0.23NOTES:
<br />1.SEE DETAIL FOR INFORMATION NOT SHOWN
<br />2.CONTRACTOR TO PROVIDE SHORING OF ROOF STRUCTURE AS REQD, AT LOAD BEARING WALLS.
<br />3.OPTION TO REPLACE ONLY (E) BOT. PL. IF STUDS ABOVE ARE IN SOUND CONDITION.
<br />4.FOR EXTERIOR WALLS, REMOVE SHEATHING AT LEAST ONE STUD BAY BEYOND DAMAGE EXTENT &
<br />REPLACE W/ MIN. 1/2" PLYWOOD W/ 10d B.N. & F.N. @ 12" O.C.. S.A.D. FOR REPLACEMENT OF FINISHES.
<br />9/S0.23
<br />2x MID-HEIGHT
<br />BLKG., TYP.ROOF EL.
<br />VARIES
<br />B.O. TRUSS EL.
<br />VARIES
<br />(E) ROOF TRUSS,
<br />V.I.F., DEPTH
<br />VARIES, TYP.
<br />(E) 1x STRAIGHT
<br />SHEATHING, V.I.F.
<br />ROOF SHEATHING
<br />PER PLAN
<br />ROOF JOISTS PER PLAN,
<br />ALIGNED W/ T.O. (E)
<br />TRUSS TOP CHORD, TYP.
<br />CEILING JOISTS PER PLAN,
<br />ALIGN W/ B.O. (E) TRUSS
<br />BOTTOM CHORD
<br />FASTEN SHEATHING
<br />TO (N) FRAMING ONLY
<br />2x6 MIN. FLAT @ 6'-0" O.C.
<br />MAX. W/ (3) 10d NAILS TO
<br />EA. CEILING JOIST,
<br />STAGGER AS NEEDED
<br />TOTAL SHEAR WALL LENGTH PER PLAN
<br />E.N. SHTG. TO
<br />SHEAR WALL END
<br />POST, TYP.
<br />4x BLKG. AT
<br />STRAP, TYP.
<br />SIMP. CS16
<br />STRAP ABOVE &
<br />BELOW OPNG.
<br />E.N. SHTG. TO
<br />SHEAR WALL KING
<br />POST, TYP.
<br /> LENGTH PER PLAN
<br />WALL PIER
<br /> LENGTH PER PLAN
<br />WALL PIER
<br />OPEN
<br />NOTE:
<br />1. FOR TYPICAL FRAMING AROUND AN OPENING, SEE DETAIL
<br />OR TO END OF WALL
<br />EXTEND STRAP 2 BAYS MIN.
<br />TYP. HEADER & STUD
<br />FRAMING, SEE NOTE 1
<br />9/S0.23
<br />3'-6" MAX.
<br />SIMP. COL. CAP
<br />PER DET.
<br />CLIP PER S.W. SCH.
<br />SHTG. PER PLAN
<br />BM. PER PLAN
<br />SW
<br />STRAP
<br />PER PLAN
<br />JOIST &
<br />ORIENTATION
<br />PER PLAN
<br />WHERE OCCURS
<br />RIM JOIST
<br />OR BLKG.
<br />POST PER PLAN
<br />CL STRAP
<br />EQ. U.O.N.EQ. U.O.N.
<br />NOTE:
<br />1. JOIST FRAMING AND SHEAR WALL SHEATHING NOT SHOWN FOR CLARITY.
<br />(E) OR (N) STUDS
<br />PER PLAN 10/S0.23
<br />3x BLOCKING MATCHING
<br />DEPTH OF ROOF JOISTS
<br />FOR (1) BAY E/S OF
<br />BEAM, NOTCH AT (E)
<br />TRUSS TOP CHORDS,
<br />TYP., ATTCH TO EACH
<br />JOIST W/ A35 CLIP E/E
<br />DRAG BEAM PER PLAN
<br />BLOCKING REQD. FOR
<br />1 BAY E/S OF BEAM ONLY
<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 />As indicated
<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 />0
<br />1
<br />
<br />P
<br />M
<br />S0.24
<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 />S0.24 N.T.S.
<br />1 SHEAR WALL SCHEDULE
<br />S0.24 1/2" = 1'-0"
<br />2 TYPICAL PLYWOOD SHEAR WALL ELEVATION
<br />S0.24 1" = 1'-0"
<br />5 TYPICAL EXTERIOR SHEAR WALL
<br />S0.24 1" = 1'-0"
<br />9 TYPICAL INTERIOR SHEAR WALL
<br />S0.24 1" = 1'-0"
<br />13 DIAPHRAGM OPENING AT ROOF
<br />S0.24 1/2" = 1'-0"
<br />14 TYPICAL DIAPHRAGM FRAMING
<br />S0.24 1" = 1'-0"
<br />3 TYPICAL FOUNDATION HOLDOWN DETAILS
<br />S0.24 1/2" = 1'-0"
<br />7 TYPICAL WALL REPAIR DETAIL
<br />S0.24 1" = 1'-0"
<br />11 TYPICAL ROOF AND CEILING
<br />S0.24 1" = 1'-0"
<br />15 OPENING REINFORCEMENT AT WOOD SHEAR
<br />WALL
<br />S0.24 1" = 1'-0"
<br />16 WOOD BEAM COLLECTOR TO WALL
<br />S0.24 1" = 1'-0"
<br />12 BRACING AT DRAG BEAM
<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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