|
1
<br />2
<br />3
<br />4
<br />FINISHED BEND DIAMETER = 6D FOR
<br />#8 BAR AND SMALLER, 9D FOR #9,
<br />#10, AND #11 BARS, AND 11D FOR
<br />#14 AND #18 BARS
<br />"D" INDICATES BAR DIAMETER
<br />FINISHED BEND DIAMETER FOR
<br />STIRRUPS AND TIES = 4D FOR #5
<br />AND SMALLER BARS AND 6D FOR
<br />#6 AND LARGER BARS
<br />EXTENSION = 6D FOR #5 AND
<br />SMALLER BARS, 12D FOR #6 AND
<br />LARGER BARS
<br />ALL DIMENSIONS PER CRSI MANUAL
<br />OF STANDARD PRACTICE AND ACI 318-14
<br />ALL BARS TO BE BENT COLD
<br />DO NOT BEND OR STRAIGHTEN BARS
<br />IN A MANNER THAT WILL DAMAGE THE
<br />MATERIAL
<br />DO NOT FIELD BEND BARS PARTIALLY
<br />EMBEDDED IN CONCRETE OR MASONRY
<br />A.
<br />B.
<br />C.
<br />D.
<br />12D 1
<br />2 2
<br />4D
<br />(2
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />M
<br />I
<br />N
<br />)
<br />2x6
<br />JOIST SIZE
<br />2
<br />MAX. NOTCHWIDTH: D/3
<br />2
<br />34
<br />10D
<br />MAX. NOTCHDEPTH: D/6
<br /> 90° 180°
<br /> 90° 135°
<br />2x8
<br />2x10
<br />2x12
<br />2x14
<br />1-3/4"
<br />2-3/8"
<br />3"
<br />3-3/4"
<br />4-3/8"
<br />7/8"
<br />1-1/8"
<br />1-1/2"
<br />1-7/8"
<br />2-1/8"
<br />3
<br />MAX. SIZEHOLE: D/3
<br />1-3/4"
<br />1
<br />SCALE:
<br />TYPICAL BEAM CONNECTIONS
<br />N.T.S.
<br />111
<br />2-3/8"
<br />SCALE:
<br />NOTCHED OR DRILLED STUDS & TOP PLATES
<br />N.T.S.
<br />115
<br />3"
<br />3-3/4"
<br />4-3/8"
<br />TOP PLATE:
<br />EXTERIOR & INTERIOR BEARING WALLS INTERIOR NON-BEARING WALLS
<br />2x4 STUDS:
<br />1/3 SPAN
<br />NOTCHES & HOLES ALLOWED
<br />2x6 STUDS:2x4 STUDS:2x6 STUDS:
<br />1/3 SPAN
<br />NOTCHES & HOLES ALLOWED
<br />5/8" MIN.
<br />5/8" MIN.
<br />45°
<br />D/
<br />4
<br />MA
<br />X
<br />16
<br />"
<br />
<br />M
<br />A
<br />X
<br />7/8" MAX.
<br />D/
<br />6
<br />MA
<br />X
<br />D/3
<br />MAX
<br />D/
<br />3
<br />MA
<br />X
<br />2"
<br />MI
<br />N
<br />.
<br />2"
<br />MI
<br />N
<br />.
<br />D/
<br />6
<br />MA
<br />X
<br />D/3
<br />MAX
<br />5/8" MIN.
<br />5/8" MIN.
<br />16
<br />"
<br />
<br />M
<br />A
<br />X
<br />1 1/8" MAX.
<br />5/8" MIN.
<br />5/8" MIN.
<br />16
<br />"
<br />
<br />M
<br />A
<br />X
<br />1 3/8" MAX.
<br />5/8" MIN.
<br />5/8" MIN.
<br />16
<br />"
<br />
<br />M
<br />A
<br />X
<br />2 1/8" MAX.
<br />3/
<br />4
<br />"
<br />MI
<br />N
<br />.
<br />3/
<br />4
<br />"
<br />MI
<br />N
<br />.
<br />D/
<br />3
<br />MA
<br />X
<br />16" MAX
<br />SCALE:
<br />NOTCHED OR DRILLED SAWN LUMBER JOISTS
<br />N.T.S.
<br />113
<br />1/3 SPAN
<br />NO NOTCHES ALLOWED
<br />D
<br />NO BLOCKING
<br />5" SQ.,
<br />OR E.N. REQUIRED
<br />2XBLK'G.
<br />TYP.
<br />TO 16" SQ.
<br />5" SQ.,
<br />BLK'G & E.N.
<br />REQUIRED
<br />1. HOLES UP TO 5" SQ. DO NOT REQUIRE BLK'G AND E.N.
<br />2. HOLES FROM 5" SQ. TO 16" SQ. REQUIRE BLK'G AND E.N.
<br />3. HOLES LARGER THAN 16" SQ. ARE NOT ALLOWED.
<br />4. HOLE SIZE INCLUDES THE LENGTH OF THE OVERCUT.
<br />5. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20 PERCENT OF THE WALL LENGTH.
<br />7. RECOMMEND CIRCULAR BORED HOLES OR RADIUS CORNER CUTS.
<br />6. OPENING MUST BE A MIN. 6" ABOVE SOLE PLATE OR BELOW TOP PLATES AND FROM EDGE MEMBERS.
<br />NOTES:
<br />SCALE:
<br />ALLOWABLE SHEAR WALL PENETRATIONS
<br />N.T.S.
<br />118
<br />MAX.MAX MAX.MAX.
<br />5/8" CDX PLY OR
<br />ENG. ROOF TRUSSES
<br />2XSTUDS
<br />@16' O,C.
<br />PER FRAMING NOTES
<br />ROOF SHEATHING
<br />MATCH SHEAR
<br />PANEL BELOW
<br />SHEAR PANELPER PLAN
<br />(2) 16Ds AT 6"
<br />O.C. U.N.O.
<br />BOUNDARY NAILING OSB SHTG, 4 1/2" WIDE W/ E.N. TO MATCH BLW.
<br />FIELD BUILT PANEL
<br />ENG. BLKG. PANEL
<br />E.N.
<br />ALL AROUND
<br />LTP4 AT 24" O.C.
<br />U.N.O.
<br />SCALE:
<br />PANEL BLOCKING
<br />N.T.S.
<br />119
<br />1 3/8" Ø HOLE 2 1/8" Ø HOLE 2" Ø HOLE 1 3/4" Ø HOLE
<br />TYPES OF CONNECTIONS MINIMUM NAILING
<br />JOIST OR TRUSS TO TOP PLATE, SILL, GIRDER, ETC.(3) 16d SINKERS, SHORTS OR 10D COMMON TOE-NAILS
<br />BRIDGING TO JOIST (2) 8d COMMON OR (2) 16d, TOE-NAIL EACH END
<br />SOLE PLATE TO JOIST OR BLOCKING 16d x 3 1/2" AT 16" O.C. OR (2) 16d x 3" AT 16" O.C.
<br />TOP PLATE TO STUD (2) 16d COMMON, (3) 16d, END NAIL OR (3) 16d TOE-NAILS
<br />STUD TO SOLE PLATE
<br />DOUBLE OR MULTIPLE BUILT-UP STUDS 16d AT 16" O.C. STAG., EA. PIECE U.N.O. PER SHEAR SCHED.
<br />DOUBLE OR MULTIPLE TOP PLATES 16d AT 16" O.C. STAGGERED, EACH PIECE
<br />BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE (3) 8d COMMON OR 16d, TOE-NAIL
<br />RIM JOIST TO TOP PLATE 8d COMMON OR 16d AT 8" O.C., TOE-NAIL
<br />TOP PLATES, LAPS AND INTERSECTIONS (2) 16d COMMON OR (3) 16d
<br />CONTINUOUS HEADER, TWO OR MORE LAMINATIONS 16d AT 16" O.C. ALONG EACH EDGE, EACH PIECE
<br />CEILING JOISTS TO PLATE (3) 16d, TOE-NAIL
<br />CONTINUOUS HEADER TO STUD (4) 16d, TOE-NAIL
<br />CEILING JOISTS, LAPS OVER PARTITIONS (4) 16d U.N.O.
<br />CEILING JOISTS OR COLLAR TIE TO PARALLEL RAFTERS PER PLAN, (4) 16d MIN.
<br />RAFTER OR TRUSS TO PLATE (3) 16d, TOE-NAIL
<br />BUILT-UP CORNER STUDS 16d AT 16" O.C.
<br />KING STUD TO BEAM (END)(2) 16d AT 2" O.C. (4 MIN)
<br />A. NAILING SPECIFIED ON PLAN OR DETAIL SUPERCEDES THIS TABLE
<br />B. ALL NAILING IS FACE OR END NAILING UNLESS SPECIFIED "TOE-NAIL"
<br />C. SEE STANDARD DETAILS FOR TOP PLATE SPLICE CONNECTION.
<br />SCALE:
<br />MINIMUM NAILING SCHEDULE
<br />N.T.S.
<br />102
<br />SCALE:
<br />STD. REBAR HOOKS & BENDS
<br />N.T.S.
<br />121
<br />SCALE:
<br />DRAG STRUT
<br />N.T.S.
<br />105
<br />1
<br />2
<br />3
<br />3
<br />3
<br />5
<br />76
<br />3"
<br />l, n
<br />PER TABLE
<br />l, n
<br />PER TABLE
<br />TYPICAL SOLID MEMBER CONNECTION
<br />TYPICAL SOLID MEMBER BLOCKED DRAG LINE
<br />l, n
<br />PER TABLE
<br />L PER PLAN
<br />N' PER TABLE
<br />1.HEADER PER PLAN
<br />2.SILL
<br />3.STITCH NAIL TRIMMER STUD TO KING STUD PER
<br />SHEAR WALL SCHEDULE.
<br />4.INSTALL CRIPPLE STUD & STITCH NAIL TO KING
<br />STUD PER SHEAR WALL SCHEDULE.
<br />5.SHEAR WALL TYPE 4 & HIGHER REQUIRES 3X AT
<br />ADJOINING PANEL EDGES (OR DOUBLE 2X w/
<br />STITCH NAILING PER SHEAR WALL SCHED.)
<br />6.HOLD-DOWN PER PLAN
<br />7.HOLD-DOWN MAY BE INSTALLED BENEATH
<br />OPENING. CUT CRIPPLE STUD SHORT TO
<br />ALLOW CONNECTION TO TRIMMER.
<br />SHADED AREA INDICATES EDGE NAILING
<br />SHEAR PANEL MAY BE INSTALLED ON EITHER
<br />SIDE OF WALL
<br />CEILING JOIST
<br />BOTTOM OF BEAM
<br />ALTERNATE (ALTERNATIVE)
<br />ARCHITECTURAL PLANS
<br />AMERICAN NATIONAL
<br />AMERICAN IRON AND
<br />AMERICAN INSTITUTE OF
<br />AMERICAN CONCRETE
<br />CJ
<br />B.O.B.
<br />ALT
<br />ARCH'L
<br />A.N.S.I.
<br />A.I.S.I.
<br />A.I.S.C.
<br />A.C.I.
<br />EACH WAY
<br />EQUAL
<br />EACH FACE
<br />DIAMETER
<br />CONTINUOUS
<br />E.W.
<br />EQ.
<br />E.F.
<br />DIA
<br />CONT.
<br />GA
<br />ft
<br />F.F.
<br />GAUGE
<br />FOOT
<br />FINISH FLOOR
<br />ksi
<br />K.O.
<br />k
<br />HSS
<br />G.S.N.
<br />KIPS PER SQUARE INCH
<br />KNOCKOUT
<br />KIP (1,000 LBS)
<br />HOLLOW STRUCTURAL SECTION
<br />GENERAL STRUCTURAL NOTES
<br />MIN
<br />MAX
<br />L.L.V.
<br />L.L.H.
<br />MINIMUM
<br />MAXIMUM
<br />LONG LEG VERTICAL
<br />LONG LEG HORIZONTAL
<br />O.C.
<br />N.T.S.
<br />MISC.
<br />ON CENTER
<br />NOT TO SCALE
<br />MISCELLANEOUS
<br />STANDARD
<br />SPECIFICATION
<br />SIMILAR
<br />POUNDS PER SQUARE INCH
<br />POUNDS PER SQUARE FOOT
<br />POUNDS PER LINEAR FOOT
<br />OPPOSITE
<br />STD
<br />SPEC.
<br />SIM
<br />psi
<br />psf
<br />plf
<br />OPP
<br />VERTICAL
<br />UNLESS NOTED OTHERWISE
<br />TYPICAL
<br />TOP OF WALL
<br />TOP OF STEEL
<br />TOP OF LEDGER
<br />TOP OF JOIST
<br />TOP OF CONCRETE
<br />TOP OF BEAM
<br />TONGUE AND GROOVE
<br />VERT
<br />U.N.O.
<br />TYP
<br />T.O.W.
<br />T.O.S.
<br />T.O.L.
<br />T.O.J.
<br />T.O.C.
<br />T.O.B.
<br />T&G
<br />TOP OF FOOTINGT.O.F.
<br />TOP OF MASONRYT.O.M.
<br />GLB GLULAM BEAM
<br />MFR.MANUFACTURER
<br />I.B.C.INTERNATIONAL BUILDING CODE
<br />SCALE:
<br />STANDARD ABBREVIATIONS
<br />N.T.S.
<br />116
<br />EDGE NAILING E.N. or EN
<br />BOUNDARY NAILINGB.N. or BN
<br />BEAMBM
<br />EXISTING(E)
<br />ROOF RAFTERRR
<br />HOR HORIZONTAL
<br />PRESSURE TREATED DOUGLAS FIRPTDF
<br />DIAPHRAGMDIAPH
<br />BLOCK / BLOCKINGBLKG
<br />L LENGTH
<br />DEEP or DEPTHDP
<br />WIDE or WIDTHW
<br />POST OR STUDP
<br />CRIPPLE POSTCP
<br />K KING STUD
<br />TRIM STUD (TRIMMER)T
<br />SCALE:
<br />PLYWOOD DIAPHRAGM DETAIL
<br />N.T.S.
<br />103
<br />SCALE:
<br />STD. COIL STRAP CONNECTIONS
<br />N.T.S.
<br />104
<br />SCALE:
<br />SHEAR TRANSFER & HD AT OPENING
<br />N.T.S.
<br />107
<br />(2) 16d COMMON, (3) 16d, END NAIL OR (3) 16d TOE-NAILS
<br />BUILT-UP GIRDER AND BEAMS (3) 16d AT 16" O.C.
<br />JACK RAFTER TO HIP, RAFTER TO 2x RIDGE (1) 16d PER 2" NOM. DEPTH ((2) FOR 2x4, (3) FOR 2x6, ETC.)
<br />2x LEDGER (1) 16d PER 2" NOM. DEPTH AT 16" O.C. (OR TO EA. STUD)
<br />PRESSURE BLOCKING OR LEDGER BLKG.(1) 16d PER 2" NOM. DEPTH EA. END TO LEDGER OR BEAM
<br />ROOF RAFTER/JOIST OR CEILING JOIST TO (1) 16d END NAIL PER 2" NOM. DEPTH TO BLKG.
<br />LEDGER WITH PRESSURE OR LEDGER BLKG. (1) 16d (1) 16d TOE-NAIL BETWEEN EA. END NAIL TO LEDGER
<br />d
<br />D. SEE CBC TABLE 2304.9.1 FOR CONDITIONS NOT LISTED.
<br />1 1.STRAP PER PLAN
<br />2.2x SCAB w/ (3) 16d AT 4" O.C. AS NEEDED
<br />3.BLOCKING PER TABLE
<br />A.USE COMMON NAILS FOR ALL STRAPS (U.N.O.)
<br />B.USE SINKERS, BOX OR SHORTS AT SCABS
<br />2
<br />1
<br />3
<br />l
<br />16"CS16
<br />CS14
<br />CMSTC16
<br />CMST14
<br />18"
<br />24"
<br />36"
<br />N
<br />(15)10d
<br />N', U.N.O.
<br />10d @ 4" o.c.
<br />10d @ 2" o.c.
<br />10d @ 2" o.c.
<br />STRAP MIN. BLKG.
<br />2x4 FLAT
<br />2x4 FLAT
<br />4x4 OR 2x6 FLAT
<br />4x4 OR 2x8 FLAT
<br />MIN. SCAB
<br />22"
<br />32"
<br />30"
<br />40"
<br />(13) 8d or
<br />(11) 10d
<br />(28)16d SINKERS
<br />(38)10d or (33)16d
<br />8d or 10d
<br />@ 4" o.c.
<br />*
<br />*
<br />DBL. LENGTH IF SCAB CARRIES ENTIRE STRAP.*
<br />2 1'-0"
<br />MIN
<br />SCALE:
<br />INTERIOR NON-BEARING HEADER SCHEDULE
<br />N.T.S.
<br />112
<br />HEADER SIZE
<br />2x4 FLAT
<br />4x4 STD & BTR
<br />4x6 DF #2
<br />(5'-0" WALL ABV)
<br />3'-0"
<br />6'-6"
<br />10'-0"
<br />MAX SPAN
<br />(10'-0" WALL ABV)MAX SPAN
<br />--
<br />4'-6"
<br />9'-6"
<br />4x8 DF #2 12'-0"12'-0"
<br />1.HOLES MAY BE DRILLED IN ANY 1/3 SPAN. HOLES MUST BE A MIN. 12" FROM ANY NOTCH.
<br />2.DO NOT NOTCH BOTH TOP AND BOTTOM SURFACES WITHIN THE SAME 1/3 SPAN.
<br />3.MAX ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES PER 1/3 SPAN.
<br />4.THIS DETAIL DOES NOT APPLY TO NOTCHES AND HOLES IN STRUCTURAL BEAMS, THEY
<br />MUST BE SPECIFICALLY DETAILED.
<br />5.NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVERED JOISTS.
<br />6.REFER TO MANUFACTURER'S RECOMMENDATIONS FOR HOLES IN MANUFACTURER'S
<br />I-JOIST. DO NOT NOTCH I-JOIST.
<br />1.IF ALLOWABLE CUTS ON STUDS ARE EXCEEDED, PROVIDE SIMPSON HSS STUD SHOES (OR
<br />EQ.) AT EACH NOTCH OR HOLE.
<br />2.DO NOT NOTCH OR DRILL MORE THAN THREE CONSECUTIVE STUDS (UNLESS HOLES ARE
<br />WITHIN MIDDLE THIRD OF STUD DEPTH)
<br />3.DO NOT NOTCH OR DRILL BALLOON FRAMED WALLS OVER 10' TALL (UNLESS HOLES ARE
<br />WITHIN MIDDLE THIRD OF STUD DEPTH)
<br />4.NO STRAPPING REQUIRED AT NOTCH OR HOLE DOES NOT EXCEED THOSE SHOWN
<br />5.PROVIDE CS16 MIN. U.N.O. ACROSS OVERSIZED HOLE OR NOTCH AS SHOWN. WHERE
<br />HOLES OR NOTCHED EXCEED THOSE SHOWN PROVIDE STRAP EA. SIDE.
<br />·SEE GENERAL NOTES, WOOD, 8 & 9.
<br />3/
<br />4
<br />"
<br />MI
<br />N
<br />.
<br />3/
<br />4
<br />"
<br />MI
<br />N
<br />.
<br />1
<br />1
<br />/
<br />2
<br />"
<br />MI
<br />N
<br />2"
<br />MA
<br />X
<br />16" MAX
<br />D/
<br />3
<br />MA
<br />X
<br />.
<br />D
<br />l, n PER DET 104
<br />TYPICAL
<br />SCALE:
<br />COLUMN CAP & BEAM SPLICE
<br />N.T.S.
<br />120
<br />l, n PER TABLE
<br />4 1.POST PER PLAN
<br />2.COL. CAP PER PLAN
<br />3.BEAM PER PLAN
<br />4.CS16 STRAP U.N.O. WHERE
<br />BEAM NOT CONT. OVER POST.
<br />1
<br />2 33
<br />l, n PER TABLE
<br />HANGERS ON LEDGER
<br />HANGERS ON BEAM
<br />HG BLKG. ON LEDGER
<br />HG BLKG. ON BEAM
<br />1.2x STUDS AT 16" O.C. w/ FIRE BLOCKING
<br />AS SHOWN
<br />2.2x LEDGER TO MATCH OR EXCEED
<br />CEILING JOIST DEPTH WITH (1) 16d FACE
<br />NAIL PER 2" LEDGER NOMINAL DEPTH
<br />EACH STUD (16" O.C. AT BEAM)
<br />3.2x FULL DEPTH HANGER BLOCK EVERY
<br />OTHER BAY WITH (1) 16d FACE NAIL PER
<br />2" NOM DEPTH NEAR EACH END TO
<br />LEDGER.
<br />4.2x CEILING JOIST PER PLAN WITH (1) 16d
<br />END NAIL PER 2" NOMINAL DEPTH TO
<br />HANGER BLOCK & (1) 16d TOENAIL
<br />BETWEEN EACH END NAIL TO LEDGER.
<br />5.2x CEILING JOIST PER PLAN WITH LAU OR
<br />LUIS HANGER TO LEDGER.
<br />NOTE: PLAN SPECIFICATIONS SUPERCEDE
<br />THESE MINIMUM SPECIFICATIONS.
<br />1
<br />11
<br />1
<br />22354
<br />3
<br />45
<br />SCALE:
<br />DROPPED CEILING
<br />N.T.S.
<br />117
<br />SCALE:
<br />TYPICAL SHEAR WALL AT INTERSECTION
<br />N.T.S.
<br />109
<br />SHEAR WALL w/ HOLD-DOWN, CONT. INTERSECTING SHEAR PANEL
<br />SHEAR WALL w/ HOLD-DOWN, SEGMENTED INTERSECTING SHEAR PANEL
<br />1.(3) STUD WALL CHANNEL
<br />2.POST TO MATCH WALL WIDTH EA. WAY
<br />3.POST TO MATCH NT. WALL WIDTH, 2"
<br />DEEPER THAN NT. WALL WIDTH
<br />4.SPIKE END STUD TO CHANNEL STUD PER
<br />SHEAR WALL SCHEDULE
<br />5.HOLD DOWN PER PLAN WHERE OCCURS
<br />6.SPIKE STUD TO POST PER SHEAR WALL
<br />SCHEDULE (AT 2x CHANNEL STUD, USE
<br />ONE ROW WITH HALF THE SPECIFIED
<br />SPACING, NOT TO EXCEED TYPE 4
<br />SHEAR WALL)
<br />7.SPIKE STUD TO POST/CHANNEL STUD
<br />PER DET 102.
<br />8.EDGE NAILING PER SHEAR PANEL
<br />SCHED.
<br />1
<br />1
<br />2
<br />2
<br />3
<br />3
<br />4
<br />4 4
<br />4
<br />5 5
<br />5
<br />555
<br />55
<br />5 5
<br />667
<br />7
<br />8 8 8
<br />888888 888
<br />LENGTH AS INDICATED ON PLANS
<br />STRAP LENGTH TO MATCH SHEAR WALL
<br />l, n
<br />PER TABLE
<br />1
<br />2
<br />4
<br />3
<br />3
<br />5
<br />5
<br />4
<br />3
<br />3
<br />6
<br />5
<br />5
<br />1.HEADER PER PLAN
<br />2.DOUBLE SILL, STRAP TO LOWER
<br />3.STITCH NAIL TRIMMER STUD TO KING
<br />STUD PER SHEAR WALL SCHEDULE.
<br />4.INSTALL CRIPPLE STUD & STITCH
<br />NAIL TO KING STUD PER SHEAR
<br />WALL SCHEDULE.
<br />5.ALIGN BLOCKING TO HEADER/SILL &
<br />INSTALL CONT. COIL STRAP PER
<br />PLAN. BLOCKING, STRAP LAP &
<br />NAILING PER STANDARD COIL STRAP
<br />CONNECTION DETAIL. EXTEND
<br />STRAP & BLK'G TO END OF WALL
<br />UNLESS 'L' SPECIFIED ON PLAN.
<br />6.SHADED AREA INDICATES EDGE
<br />NAILING
<br />SHEAR PANEL MAY BE INSTALLED ON
<br />EITHER SIDE OF WALL
<br />SCALE:
<br />SHEAR TRANSFER AROUND OPENING
<br />N.T.S.
<br />106
<br />'L'
<br />TYPICAL
<br />16" MIN.16" MIN.
<br />16" MIN.16" MIN.
<br />CASE A
<br />1.POST TO MATCH BEAM WIDTH U.N.O.
<br />2.KING STUD. SPIKE TO POST w/ (2) 16d AT 16"
<br />O.C. SPIKE TO BEAM w/ (2) 16d AT 2" O.C.
<br />3.DROPPED BEAM PER PLAN
<br />4.DBL TOP PLATE. IN LIEU OF STRAP, BEAM TOP
<br />OF BEAM MAY BE NOTCHED 1 1/2" TO ALLOW TOP
<br />PLATE TO RUN CONTINUOUS.
<br />5.INSTALL CS16 WHEN TOP PLATE IS NOT
<br />CONTINUOUS, LAP & NAILING PER STANDARD
<br />COIL STRAP CONNECTION DETAIL. INSTALL
<br />OTHER STRAPS PER MFR.
<br />6.TOP FLUSH BEAM PER PLAN
<br />7.DBL TOP PLATE (CUT BOTH TO ALLOW BEAM.
<br />8.FLOOR JOIST OR FRIEZE BLKG. WHERE OCCURS.
<br />TOENAIL TO BEAM w/ 16d AT 2" O.C.
<br />9.SPIKE KING STUDS TO BEAM w/ (2) 16d AT 2" O.C.
<br />10.DBL TOP PLATE
<br />11.FLUSH BM, TRUSS OR BRG. ENHANCER PER PLAN
<br />w/ A34 OR A36 or (2) 1/4" SDS SCREWS w/ 2"
<br />EMB. EA. SIDE TO TOP PLATE
<br />2
<br />3
<br />1
<br />4
<br />5
<br />5
<br />2
<br />6
<br />1
<br />7
<br />8
<br />CASE B
<br />CASE C
<br />2
<br />9
<br />1
<br />10
<br />CASE D
<br />1
<br />10
<br />11
<br />2
<br />1
<br />7
<br />CASE F
<br />5
<br />6
<br />8
<br />2'-0" MIN. WIDTH
<br />1
<br />2
<br />3
<br />4
<br />5
<br />1.BOUNDARY NAILING (BN)
<br />2.BOUNDARY NAILING AT DRAG STRUT
<br />3.FIELD NAILING
<br />4.EDGE NAILING (EN)
<br />5.EDGE NAILING AT DIAPH. BLOCKING
<br />6.2X4 FLAT BLKG. OK WHERE DIAPH.
<br />BLKG. SPECIFIED.
<br />5
<br />6
<br />A.RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO) JOIST AND RAFTERS.
<br />B.STAGGER END JOINTS 2'-0" MINIMUM.
<br />C.BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHORDS, TIES, AND AS CALLED
<br />FOR ON DRAWINGS.
<br />D.SEE PLANS FOR NAILING.
<br />E.NAILS SHALL HAVE MIN. 3/8" EDGE DISTANCE.
<br />F.USE TONGUE-AND-GROOVE PLYWOOD AT FLOORS UNLESS NOTED OTHERWISE.
<br />G.PROVIDE 1/8" EXPANSION GAP BETWEEN SHTG. PANELS
<br />H.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.
<br />3
<br />5
<br />2 1
<br />1.2X OR 3X PTDF SILL PLATE PER SHEAR
<br />SCHEDULE & SHEAR WALL PER PLAN.
<br />2.HOLD-DOWN ANCHOR PER TABLE IN HOLD-DOWN
<br />DETAIL SPECIFIED ON FOUNDATION PLAN
<br />3.SIMPSON HDU / HTT TYPE HOLDOWN PER PLAN
<br />& ICC ESR 2523 / UES ER-130.
<br />4.SIMPSON LTT TYPE HOLDOWN PER PLAN & UES
<br />ER-130.
<br />5.POST PER PLAN OR (2) 2x POSTS TO MATCH
<br />WALL FRAMING DEPTH ((1)KS & (1)TS O.K.)
<br />PROVIDE (2)16d @ 6" O.C. STITCH NAILING AT
<br />DOUBLE STUDS
<br />WHEREVER DOUBLE 2x STUDS ARE SPECIFIED,
<br />THE CONTRACTOR MAY SUBSTITUTE A SINGLE
<br />4X MEMBER.
<br />SCALE:
<br />HDU & LTT HOLDOWN
<br />N.T.S.
<br />108
<br />1
<br />4
<br />5
<br />2
<br />AND SPECIFICATIONS
<br />STANDARDS INSTITUTE
<br />STEEL INSTITUTE
<br />STEEL CONSTRUCTION
<br />INSTITUTE
<br />SCALE:
<br />DRILLED HOLES IN LVL OR PSL HEADERS & BEAMS
<br />N.T.S.
<br />114
<br />MIDDLE 1/3 SPAN ONLY
<br />D
<br />SPAN
<br />MI
<br />D
<br />D
<br />L
<br />E
<br />
<br />1
<br />/
<br />3
<br />DE
<br />P
<br />T
<br />H
<br />
<br />O
<br />N
<br />L
<br />Y
<br />NO LESS THAN TWICE THE
<br />DIA. OF LARGEST HOLE
<br />HDR OR BM DEPTH 'D'
<br />4 3/8"
<br />5 1/2"
<br />7 1/4" - 20"
<br />HOLEMAX DIA.
<br />1"
<br />2"
<br />1-3/4"
<br />1
<br />ALL SHEAR PANEL/DIAPH. NAILING SHALL BE OF COMMON NAILS
<br />UNLESS SPECIFIED "COMMON" ALL 16d = 16d SINKERS, BOX, SHORTS, OR 10d COMMON
<br />REFER TO 2022 CBC TABLES 2304.10.1 FOR COMPLETE LIST.
<br />2
<br />1
<br />4 5
<br />3
<br />6
<br />1.HEADER PER PLAN
<br />2.TRIMMER STUD PER PLAN w/ (2) 16d
<br />AT 16" O.C. TO KING STUD
<br />3.KING STUD PER PLAN. AT MULT. 2X
<br />KING STUDS, SPIKE EACH STUD w/
<br />(2) 16d AT 16" O.C. U.N.O.
<br />4.SPIKE CRIPPLE STUD TO KING STUD
<br />w/ (2) 16d NEAR TOP & BOTT., AT 16"
<br />O.C. BETWEEN
<br />5.2X CRIPPLE STUDS ON LAYOUT
<br />6.WHERE KING STUD LARGER THAN 2X,
<br />TOENAIL HDR TO KING STUD WITH (1)
<br />16d FOR EACH 2" NOM. DEPTH OR (2)
<br />LTP4's EACH SIDE AND (2) 16d
<br />TOENAILS T&B
<br />SCALE:
<br />FRAMING AT HEADER
<br />N.T.S.
<br />110
<br />6
<br />PL
<br />A
<br />T
<br />E
<br />
<br />L
<br />I
<br />N
<br />E
<br />PLATE LINE
<br />PLA
<br />T
<br />E
<br />
<br />L
<br />I
<br />N
<br />E
<br />PLATE LINE
<br />2
<br />3
<br />1
<br />10
<br />CASE E
<br />5
<br />OR OR
<br />'l', 'n'
<br />PER TABLE
<br />'l', 'n'
<br />PER TABLE
<br />CASE A (FLUSH)
<br />'l', 'n'
<br />PER TABLE
<br />'l', 'n'
<br />PER TABLE
<br />CASE B (TOP FLUSH)
<br />'l', 'n'
<br />PER TABLE
<br />'l', 'n'
<br />PER TABLE
<br />1.END POST OR MULT. STUDS PER PLAN
<br />2.DRAG STRUT OR FLUSH BEAM PER
<br />PLAN w/ B.N.
<br />3.DBL. TOP PLATE OR BEAM AS OCCURS
<br />4.STRAP PER PLAN WITH LAP & NAILING
<br />PER MFR. SEE DET. 104 FOR COIL
<br />STRAP CONNECTIONS.
<br />5.2x4 x 8' MIN w/ (2) 8d AT 8" O.C.
<br />(CS14, CS16, LSTA STRAPS ONLY)
<br />6.KING STUD/STUDS PER PLAN
<br />3
<br />2
<br />1
<br />4
<br />4
<br />1
<br />2
<br />3
<br />OR OR
<br />5
<br />CASE C (DROPPED)
<br />3
<br />2
<br />1
<br />4TOP OR SIDE
<br />6
<br />SCALE:
<br />TOP PLATE SPLICE
<br />N.T.S.
<br />101
<br />EQ.EQ.
<br />STRAPPED SPLICE AT ALIGNED JOINTS ( LAP < 48" )
<br />1.TOP PLATE w/ EDGE NAILING
<br />2.CAP PLATE w/ (3) 16D's AT 16" O.C.
<br />3.CS14x40" w/ (15) 8d EA. END OR MSTA36
<br />w/ (13) 10d ONE SIDE OF EACH BUTT
<br />JOINT ((2) STRAPS REQUIRED)
<br />4.16D's MAY BE 16D SINKERS, 16D BOX, 16D
<br />SHORTS, 10D COMMON x 3" OR BETTER
<br />STANDARD SPLICE AT DBL PLATE ( 48" MIN LAP)
<br />4'-0" MIN.
<br />(16) 16d PER SPLICE U.N.O. 4
<br />2 333
<br />1
<br />1
<br />2
<br />2
<br />F.H.FULL HEIGHT
<br />GENERAL DETAILS
<br />SD1 2
<br />AS NOTED
<br />PROJECT NUMBER:
<br />SHEET NUMBER:
<br />OF
<br />CL
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<br />6/3/2024
<br />JMM, NGW
<br />24-0303-ST
<br />BU
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<br />1
<br />1925 E Fruit St
<br />2/26/2025
|