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#4x12" epoxy dowel
<br />w/6" embed into (E)
<br />conc @ 18"cc, pull
<br />test 10% to 200#
<br />ExistingNew
<br />(E) Slab
<br />Lightly grease this end
<br />(N) Conc infill slab
<br />Drill ½"øx3" deep hole
<br />& epoxy per S0.1,
<br />{"øx15" smooth dowel
<br />@ 24"cc, typ
<br />Note: For utility trenches
<br />greater than 1'-6" wide provide
<br />slab reinf per plan in addition
<br />to {"ø smooth dowels
<br />(E) Opng framing
<br />(N) 2x nlr, use
<br />2-16d @ 16"cc
<br />to (E) hdr
<br />(N) Studs to match
<br />(E), nail per nailing
<br />notes on S0.1
<br />(N) 2x PTDF sill ¤
<br />w/}"ø wedge anchors
<br />6" from ea end & @
<br />32"cc max. Torque test
<br />anchors per schedule on
<br />S0.1
<br />(N) 2x nlr, use
<br />2-16d @ 16"cc
<br />to (E) hdr
<br />(N) 2x PTDF sill ¤ on ½"
<br />grout bed w/}"ø
<br />adhesive anchors 6"
<br />from ea end & @32"cc
<br />max
<br />(N) #3x15" dowel
<br />epoxied 3" into (E)
<br />curb
<br />¾"øx3" deep hole for
<br />epoxy per S0.1, pull
<br />test 10% to 200#
<br />(N) 6" conc curb
<br />w/#4 top bar
<br />(E) Opng framing
<br />(N) Studs to match
<br />(E), nail per nailing
<br />notes on S0.1
<br />(E) Hdr, king, trimmer,
<br />etc. @ opng
<br />2x nlr, use 2-16d
<br />@ 16"cc to (E) hdr
<br />Studs to match (E),
<br />nail per Nailing Notes
<br />on S0.1
<br />PTDF sill ¤ to match (E)
<br />sill ¤ w/anchor per sched
<br />@ 32"cc max & 6" from
<br />ea end of sill ¤ - min 2
<br />anchors per sill
<br />#4x15" curb dowel w/3"
<br />embed to (E) curb in
<br />epoxy per S0.1, ctr dowel
<br />in width of curb
<br />6" conc curb w/#4 top
<br />bar
<br />Provide SP ov/infill frmg
<br />per , as occurs4
<br />S0.2
<br />Location Anchor
<br />Ext wall or int
<br />struct wall
<br />Notes
<br />Anchor Schedule
<br />}"~ expansion
<br />anchor per S0.1
<br />Torque test per
<br />sched on S0.1
<br />Int non-struct
<br />wall see @ "B"-S0.2
<br />6
<br />(N) Headers are solid
<br />one piece, same
<br />width as studs,
<br />header depth
<br />per
<br />(N) 2-16d TN,
<br />T&B, typ
<br />(N) Double 2x
<br />sub-sill
<br />(N) 2x cripple, nail
<br />as a multiple stud
<br />(E) Studs or posts
<br />(N) A35 T&B, typ
<br />Cut (E) studs for opng
<br />(N) 2x Trimmer stud
<br />UNO, nail as multiple stud
<br />(E) Sill ¤For balance of info
<br />see or
<br />Provide (N) }"ø
<br />wedge anchor within
<br />9" from end of cut
<br />sill ¤. Torque test
<br />anchors per schedule
<br />on S0.1
<br />S0.3
<br />7
<br />S0.3
<br />8
<br />S0.2
<br />1
<br />(N) Dbl 2x
<br />sub-sill
<br />(N) Stud to match
<br />(E) studs as reqd
<br />@ opng edge
<br />(E) Studs or posts
<br />(N) 4-16d @ 2x
<br />or 4-20d @ 3x
<br />(N) 2-16d
<br />TN T&B, typ
<br />(N) Hdrs are solid, one
<br />piece, same width as
<br />studs, hdr depth to be
<br />4" for opng w/in one
<br />stud bay
<br />4'-0" max
<br />1'-0" min
<br />(E) Jst per plan
<br />(N) 2x blkg w/SPPN,
<br />typ
<br />Do not cut or nick
<br />(E) frmg when
<br />cutting shtg for
<br />opng
<br />(N) Opng btwn
<br />joist block all
<br />unsupported edges
<br />(N) ST18 strap
<br />ov/shtg to extend one
<br />space ea side of opng,
<br />nail w/10d @ 6"cc,
<br />UNO
<br />DO NOT cut
<br />(E) frmg when
<br />occuring at (N)
<br />opng
<br />Provide SPPN @
<br />cont member for
<br />length of member
<br />@ opng, typ
<br />(For openings less than 1'-0", straps not required)1'-0" minVerify 3-8d @
<br />1x6 or 4-8d @
<br />1x8 provided @
<br />ea (E) DS plank
<br />(E) DS
<br />(E) Blkg
<br />ea side
<br />of opng
<br />(E) Frmg
<br />(N) SP to
<br />match
<br />thickness of
<br />(E) DS
<br />w/SPPN @
<br />all edges1'-0" minVerify SPPN
<br />provided @ (E)
<br />SP perimeter
<br />(E) Frmg
<br />(E) SP
<br />(E) Blkg
<br />ea side
<br />of opng
<br />(N) SP to
<br />match thickness
<br />of (E) SP
<br />w/SPPN @ all
<br />edges
<br />(N) SP
<br />(E) Rafter
<br />stud or blk
<br />(N) SPPN
<br />(E) DS
<br />(N) 3-8d @ (E)
<br />1x6 or 4-8d @
<br />(E) 1x8 DS plank
<br />(N) SP
<br />(E) DS
<br />(N) SPPN
<br />(N) 3-8d @ (E)
<br />1x6 or 4-8d @
<br />(E) 1x8 DS plank
<br />(N) 2x4 flat blk
<br />w/1-10d T.N. ea
<br />side, ea end: blk all
<br />unsupported joints
<br />1/8" gap
<br />3/8"3/8"
<br />1/8" gap
<br />3/4"3/4"
<br />Shtg joint
<br />Shtg joint
<br />6"max
<br />6"max(N) Drilled or
<br />saw-cut opng
<br />in (E) conc
<br />min, typ
<br />3" clr
<br />(E) Conc wall
<br />or slab
<br />(E) Reinf per
<br />plan
<br />(E) Conc slab
<br />(E) Wall
<br />(E) Ftg8"embedprojection
<br />1'-10 129/256"
<br />(E) AB
<br />(N) Conc slab
<br />(N) #4 bent into (E)
<br />ftg @ 24"cc
<br />w/adhesive per S0.1 Note: Typical footing &
<br />slab reinforcement not
<br />shown for clarity3"cover(N) 2x PTDF sill ¤
<br />w/\"ø F1554 rods
<br />in epoxy 6" from ea
<br />end & 24"cc max
<br />6" conc
<br />curb w/#4
<br />top bar
<br />["øx3" deep
<br />hole for epoxy
<br />per specs, pull
<br />test 10% to
<br />200#
<br />Chip & clean (E)
<br />conc surface prior
<br />to pouring new
<br />conc
<br />typ5"min,(N) SP to match
<br />(E) shtg thickness
<br />per
<br />2x In-fill studs
<br />@ 16"cc, typ
<br />2x Stud @ ea
<br />edge, typ
<br />2x Nlr T&B, use
<br />2-16d @ 16"cc to
<br />(E) hdr or sill ¤
<br />(E) Opng frmg
<br />(E) Opng frmg
<br />S0.2
<br />4
<br />Fasten SP to infill
<br />framing w/10d @
<br />6"cc (SPPN) 10d
<br />@ 12"cc (SPIN) 9" mincore6" max22" max4" min(E) or (N) slab
<br />(N) Drilled hole
<br />for pipe
<br />(N) Pipe wrap
<br />per
<br />(E) Ftg
<br />If (N) pipe passes blw
<br />(E) ftg, install per 18
<br />S0.3DO NOT CUT (E) REINF
<br />18
<br />S0.3"D""S"
<br />"D"=18" max
<br />"S"=2x"D"
<br />Footing depth &
<br />reinf per plans
<br />Firm bearing
<br />Slope if soil requires
<br />3 sack (min) concrete
<br />fill, no reinf, place
<br />against undisturbed
<br />earth (fill shall cure for
<br />a min of 3 days prior
<br />to placing footings)
<br />min
<br />1'-6"
<br />Trench
<br />Grade
<br />Pipe or
<br />conduit
<br />Pipe @ 'A'
<br />(or conduit)
<br />Cont or spread
<br />footing as occurs
<br />Step footing as in
<br />at soft bearing
<br />pocket @ 'A'
<br />No pipe or excavation
<br />parallel to footing below
<br />this line, step footing
<br />lower as required
<br />1
<br />2"X""X"9"min16
<br />S0.3
<br />2'-0"min
<br />9"min 9"min
<br />6"Notes:
<br />1. Sleeve @ pipe only, conduit may be cast directly into
<br />concrete
<br />2. Pipes and conduit must be aligned perpendicular to
<br />footings
<br />3. No pipes or conduit allowed thru or under spread footings
<br />4. 4" < d < 3'-0". If d > 3'-0", steel pipe/conduit okay in
<br />trench w/compacted backfill under typ footing. If plastic,
<br />provide 10'-0" steel pipe sleeve centered under footing
<br />3 sack (min) concrete
<br />fill, no reinf, place
<br />against undisturbed
<br />earth (fill shall cure for
<br />a min of 3 days prior
<br />to placing footings)
<br />Bottom of footing
<br />All pipes shall be encased in
<br />sleeves. Pipes shall clear
<br />sleeves by 1". Caulk with
<br />plastic material. If pipe is in
<br />place prior to pouring
<br />concrete, wrap pipe in 1"
<br />glass wool or poly-styrene
<br />tape
<br />dS-4555
<br />SEP
<br />CFOE
<br />R O
<br />EGRISREA
<br />TSTED
<br />T
<br />A
<br />I
<br />AIENGINEERA
<br />N
<br />L
<br />ROFI
<br />O
<br />N
<br />LG A
<br />H
<br />R CI.RDSYR
<br />ERGF S
<br />O I
<br />STRUC LARUT
<br />OF 7 SHEETS
<br />SHEET NO.
<br />UPDATED
<br />CADFILE
<br />SCALE
<br />CHECKED
<br />DRAWN
<br />DATE
<br />PROJECT NO. REVISIONS BY
<br />04/03/20
<br />GG
<br />GIR
<br />AS NOTED
<br />19-32-050
<br />CONSULTANT
<br />FILE NO. 39-50 APP NO. 02-118041
<br />KITCHEN RENOVATIONHOUSTON (SERNA) SCHOOL730 Howe Avenue, Suite 450Sacramento, CA 95825Phone: 916.921.2112Fax: 916.921.2212TYPICAL FOUNDATION& RENOVATION DETAILSS0.3
<br />S0.3
<br />1 (N) Slab to (E) Slab on Grade
<br />S0.3
<br />2 (N) Slab to (E) Slab @ Utility Trench
<br />S0.3
<br />7 Infill Framing without Curb
<br />S0.3
<br />8 Infill Framing with Curb
<br />S0.3
<br />9 Infill Framing with Curb - Sheathed Wall
<br />S0.3
<br />13 (N) Framed Wall Openings @ (E) Wall
<br />S0.3
<br />12 (N) Framed Wall Opng w/in One (E) Stud Bay
<br />S0.3
<br />14 (N) Roof Opening in (E) Roof
<br />S0.3
<br />11 (N) SP Infill @ (E) Opng
<br />S0.3
<br />15 (N) SP to (E) DS Joints
<br />S0.3
<br />6 (N) Opng in (E) Conc Wall or Slab
<br />S0.3
<br />4 (N) Slab to (E) Footing
<br />S0.3
<br />3 (N) Curb to (E) Slab
<br />S0.3
<br />10 Infill Framing at (E) Window
<br />S0.3
<br />5 (N) Utility thru (E) Footing
<br />S0.3
<br />16 Footing at Soft Bearing Pocket & at Adjacent Utilities
<br />S0.3
<br />17 Trench Parallel to Footing
<br />S0.3
<br />17A .
<br />S0.3
<br />18 Pipe Below Footing
<br />
<br />
<br />
<br />4/10/2020
<br />04/10/2020
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