|
r7 Nil -1�" '-TRIM' I
<br />SIMPSON LSTA30
<br />0 00
<br />STRAP(MAX10
<br />ANGLE) w/ 22-10d NAILS
<br />STRAP TO BE BENT
<br />OVER TOP PLATE 3"
<br />DOWN SET HEADER OPT.:
<br />2X CRIPPLES @ 16" O.C. IF UNDER G.T. (2) 2X
<br />CRIPPLE W/ LSTA30 STRAP TO CON14ECT TYP.
<br />PLATE TO HDR. OTHERWISE CONNECT CRIPPLES
<br />W/ (2) 10d TOENAILS T&B PLYWOOD SHEATHING
<br />REQUIRED FROM TOP AND BOTTOIV FULL SHEET
<br />MIN. THEN DOWN THE
<br />2-2x TOP PLATE U.N.O. ON PLAN
<br />FACE OF THE
<br />SIMPSON SP4 w/ 6-1 OdxlY2"
<br />JAMB/STUD/HEADER
<br />NAILS @ 24" O.C.
<br />INSTALLED ON
<br />2-2x HEADER, SEE PLAN FOR
<br />EXTERIOR FACE
<br />SIZE AND LOCATION AND
<br />EXTERIOR WALL
<br />DETAIL HD/SN, FOR FRAMING
<br />SHEATHING FROM
<br />INFORMATION
<br />TOP OF WALL TO
<br />IF HEADER IS UPSET AND WINDOW
<br />BOTTOM OF RIBBON
<br />IS LOWER: (1) 2x SILL PLATE w/ (2)
<br />ATTACH PER TB13/SN
<br />1 Od TOENAILS. EXTERIOR
<br />@ EACH SIDE OF
<br />HEADERS OPENINGS LESS THAN
<br />WINDOW LOCATIONS
<br />4FT (1) 2x SILL PLATE w/ (2) 10d
<br />3ONT.
<br />2x C
<br />TOENAILS. OPENING LARGER THAN
<br />RIBBON T&B
<br />4FT (2) 2x SILL PLATE w/ A35 CLIPS
<br />EACH SIDE w/ 2x CRIPPLES @ 16"
<br />O.C. W/ (2) 10d TOENAILS T&B
<br />(2) 8d NAILS @ 3'
<br />(PLYWOOD SHEATHING REQ'D T&B)
<br />O.C. TO JAMB
<br />SILL ATTACHMENT SEE,
<br />STUDS & FLOOR
<br />DETAIL HD/SN
<br />TRUSSES BELOW
<br />FLOOR SHEATHING
<br />SOLID BLOCKING TO
<br />ATTACHED PER TB13/SN
<br />MATCH COLUMN
<br />SEE WS06/D3 FOR MORE INFO.
<br />NOTED ABOVE
<br />0000 FLOOR TRUSS
<br />FE
<br />LT PAPER OR TRUSS PLATE
<br />MASONRY WALL, SEE PLAN
<br />HEADER CONN. (NO BASE STRAI
<br />SCALE: N.T.S. �y
<br />HOO
<br />UPLIFT APACITY 3280
<br />Ibs
<br />GIRDER TRUSS, SEE
<br />PLAN FOR CONNECTION
<br />TO BUILT UP COLUMN
<br />2-2x SPF TOP PLATE
<br />U.N.O. ON PLAN
<br />SEE PLAN FOR BUILT UP
<br />STUD COLUMN, MIN OF
<br />3-2x SPF#2 STUDS UNDER
<br />2x BASE PLATE w/ GIRDER FASTEN
<br />2x BASE PLATE w/ -
<br />TOGETHER PER WF37/SN
<br />2-12d NAIL @ 12" O.C. 2-12d NAIL @ 12- O.C.
<br />FLOORING, SHEATHING1
<br />SEE TB13/SN
<br />SIMPSON (2) LSTA30 STRAP
<br />(MAX 10- ANGLE) W/ 22-1 Od
<br />NAILS STRAP TO BE BENT
<br />OVER BEAM 3" MIN. THEN UP FLOOR TRUSS
<br />THE FACE OF THE FLOOR GIRDER OR
<br />BEAM/COLUMN CENTERED BEAM, SEE PLAN FOR
<br />MORE INFORMATION
<br />COLIMN CONN. @ BEAM
<br />SGO1 SCALE: 3/4" = V-0"
<br />SIMPSON LSTA30 STRAP (MAX 10- ANGLE) w/
<br />22-10d NAILS STRAP TO BE BENT OVER TOP
<br />PLATE 3" MIN. THEN DOWN THE FACE OF
<br />THE JAMB/STUD/HEADER INSTALLED ON
<br />EXTERIOR FACE
<br />EXTERIOR WALL SHEATHING FROM TOP OF
<br />WALL TO BOTTOM OF RIBBON ATTACH PER
<br />TB13/SN @ EACH SIDE OF WINDOW
<br />LOCATIONS
<br />CONNECTOR NOTES
<br />SIMPSON MSTAM36 - FASTEN TO WOOD
<br />WITH 7-10d NAILS
<br />1 . @ LINTEL & FILLED CELL
<br />LOCATIONS FASTEN w/ (4) Y4"x2 Y4"
<br />TITENS
<br />2. @ UNFILLED LOCATIONS FASTEN w/
<br />Y4"xl 3/4" TITENS
<br />ONLY WHERE FLOOR TRUSSES ARE 20"
<br />TO 26" DEEP INSTALL SIMPSON
<br />MSTCM60 - FASTEN TO WOOD WITH
<br />(26) 16d SINKERS
<br />1 . @ LINTEL & FILLED CELL
<br />LOCATIONS FASTEN W/(14) Y4"x2Y4"
<br />TAPCONS
<br />2. @ UNFILLED LOCATIONS FASTEN W/
<br />SIMPSON LSTA30 STRAP (MAX 10- ANGLE) w/
<br />22-10d NAILS STRAP TO BE BENT OVER TOP
<br />;q
<br />PLATE 3" MIN. THEN DOWN THE FACE OF
<br />THE JAMB/STUD/HEADER INSTALLED ON
<br />EXTERIOR FACE
<br />2-2x SPF TOP PLATE U.N.O. ON PLAN
<br />EXTERIOR WALL SHEATHING FROM TOP OF
<br />I
<br />SIMPSON SP4w/6-10dx1Y2"
<br />WALL TO BOTTOM OF RIBBON ATTACH PER
<br />NAILS @ 24" O.C.
<br />TB13/SN @ EACH SIDE OF WINDOW
<br />2-2x HEADER, SEE PLAN FOR
<br />LOCATIONS
<br />SIZE AND LOCATION AND
<br />DETAIL HID/SN, FOR FRAMING
<br />CONNECTOR NOTES
<br />INFORMATION
<br />(2) SIMPSON MSTAM36 - FASTEN TO
<br />WOOD WITH 7 -10d NAILS
<br />SILL ATTACHMENT SEE,
<br />1 . @ LINTEL & FILLED CELL
<br />DETAIL HD/SN
<br />LOCATIONS FASTEN w/ (4) Y4"x2 Y4"
<br />TITENS
<br />2. @ UNFILLED LOCATIONS FASTEN w/
<br />SEE WS06/D3 FOR MORE INFO.
<br />Y4"x 13/4" TITENS
<br />I I N,
<br />PLYWOOD FLOORING
<br />ONLY WHERE FLOOR TRUSSES ARE 20"
<br />ATTACHED PER TB13/SN
<br />TO 26" DEEP INSTALL SIMPSON
<br />MSTCM60 - FA.STEN TO WOOD WITH
<br />(26) 16d SINKERS
<br />1 . @ LINTEL & FILLED CELL
<br />LOCATIONS FASTEN W/ (14) Y4"x2Y4"
<br />TAPCONS
<br />FLOOR TRUSS
<br />Y4"x 1 3/4"TITENS
<br />FELT PAPER OR TRUSS PLATE
<br />Is 10
<br />2x CONT. RIBBON T&B
<br />jl�_ MA
<br />SONRY WALL, SEE PLAN
<br />SOLID BLOCKING TO MATCH
<br />COLUMN NOTED ABOVE
<br />�1 � ��R C�O N �N. �Sl N�G L ES �TR A�P
<br />SH01
<br />I . IF FLOOR TRUSSES ARE 20" TO 26" DEEP CONTRACTOR TO USE SIMPSON
<br />M STC M60 STRAP W/ (20) 16d S I N KE IRS & (14) Y4"x2Y4" TAPCONS INSTEAD OF
<br />MSTCM40STRAP.
<br />2. AT GARAGE AREA CONTRACTOR MAY USE SIMPSON HTT5 W/ (26) 10d NAILS
<br />AND %" EPDXY ANCHOR W/ MIN 6" EMBEDMENT
<br />GIRDER TRUSS, SEE
<br />PLAN FOR CONNECTION FUPLIFT CAPACITY 1210 Ibs
<br />I
<br />TO BUILT UP COLUMN
<br />2-2x SPF TOP PLATE
<br />U.N.O. ON PLAN
<br />COLUMN SEE PLAN
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER TB13/SN
<br />SEE PLAN FOR BUILT UP
<br />STUD COLUMN, MIN OF 3-2x
<br />SPF#2 STUDS UNDER
<br />GIRDER FASTENED
<br />TOGETHER PER WF37/SN
<br />FLOOR SHEATHING,
<br />SEE TB13/SN
<br />2x CONT. RIBBON T&B
<br />SOLID BLOCKING TO
<br />MATCH COLUMN
<br />FLOOR TRUSS
<br />NOTED ABOVE
<br />MSTCM 40 W/
<br />ELT PAPER OR
<br />14-16D SINKERS &
<br />TRUSS PLATE
<br />(10)Y4x2Y4TITEN
<br />MASONRYWALL,
<br />SEE PLAN
<br />COLUMN
<br />CON N."' MASONRY
<br />SG02
<br />SCALE: 3/4"_ V_0"
<br />;XTERIOR/ROOF
<br />FSHEATHING,
<br />IE
<br />SEE TB13/SN
<br />FOR ATTACHMENT
<br />2X4 BLOCKING BETWEEN
<br />TRUSS CONNECTOR, SEE PLAN TRUSSES & STUDS w/2-12d
<br />TOENAILS EACH END.
<br />NAILING AREA (TYP) COMMON JACK
<br />TRUSS
<br />SOLID BLOCKING OR FLOOR
<br />FLOOR SYSTEM OR 2-STY FRAMING GT / BEAM, SEE PLAN
<br />SIMPSON MST60wn2-16d NAILS
<br />CENTERED ON FLOOR SYSTEM
<br />2-2x TOP PLATE
<br />NAILING AREA (TYP)
<br />COLUMN SEE PLAN
<br />BASE CONNECTOR AND
<br />FOUNDATION, SEE PLAN
<br />rSGO7
<br />2x WALL STUDS PER STUD WALL
<br />CHART ON PLAN W/ STRUCTURAL
<br />EXTERIOR SHEATHING FROM TOP
<br />OF WALL CONTINUOUS TO THE
<br />BOTTOM OF BEAMIGIRDER
<br />ATTACH PER TB13/SN OR PROVIDE
<br />SIMPSON SP1/SP2 CONNECTORS
<br />TOP & BOTTOM
<br />2x w/ 12d @ 12" O.C.
<br />TO FLOOR BELOW
<br />FLOOR SHEATHING
<br />FASTEN PER TB13/SN
<br />IF WALL SHEATHING IS NOT
<br />TO THE BOTTOM OF GIRDER
<br />INSTALL SIMPSON LSTA24
<br />STRAP FROM STUDS TO
<br />GIRDER BELOW@ 32" O.G.
<br />SEE LD02/D3 FOR
<br />MORE INFO
<br />WOOD BEAM OR G.T., SEE
<br />PLAN FOR MORE INFO.
<br />PRE-�ENG
<br />FLOOR
<br />SYSTEM
<br />SEE TRUSS LAYOUT
<br />FOR TRUSS LOCATION
<br />& CONNECTION 114FO
<br />TYPICAL WALL SECTION
<br />*1 -1 -
<br />%) I SCALE: 3/4..=11-01.
<br />COMMON JACK TRUSS W/
<br />SIMPSON HUS26 TO CONT.
<br />LEDGER BELOW
<br />SIMPSON LSTA30
<br />2-2x SPF TOP PLATE U.N.O. ON PLAN STRAP(MAX10
<br />SIMPSON SP4 w/ 6-1 OdxlY2" AN G LE) w/ 22-1 Od NAILS ZZ
<br />NAILS @ 24" O.C. STRAP TO BE BENT
<br />VER TOP PL
<br />T
<br />"
<br />2-2x SPF TOP PLATE U.N.O. ON PLAN
<br />2-2x HEADER, SEE PLAN FOR
<br />MIN. THEN DOWN THE
<br />SIZE AND LOCATION AND
<br />FACE OF THE
<br />X%"
<br />DETAIL HD/SN, FOR FRAMING
<br />JAMB/STUD/HEADER
<br />NAILS @ 24" O.C.
<br />INFORMATION
<br />INSTALLED ON
<br />2-2x HEADER, SEE PLAN
<br />EXTERIOR FACE
<br />FOR SIZE AND LOCATION
<br />SILL ATTACHMENT SEE,
<br />DETAIL HD/SN
<br />SHEATHING FROM
<br />IN IN M N
<br />TOP OF WALL To
<br />SEE WS06/D3 FOR MORE INFO.
<br />BOTTOM OF RIBBON
<br />ATTACH PER TB13/SN
<br />SILL ATTACHMENT SEE,
<br />PLYWOOD FLOORING
<br />@ EACH SIDE OF
<br />DETAIL HD/SN
<br />ATTACH ED PER TB13/SN
<br />WINDOW LOCATIONS
<br />0�
<br />SIMPSON LSTA30
<br />FROM WALL TO
<br />PLYWOOD FLOORING
<br />BOTTOM OF
<br />ATTACHED PER TB13/SN
<br />BEAM/G.T. STRAP
<br />(MAX 10- ANGLE) W/
<br />0�
<br />2. @ UNFILLED LOCATIONS FASTEN W/ FLOOR TRUSS 22-10d NAILS STRAP
<br />TO BE BENT UNDER
<br />FELT PAPER OR
<br />"
<br />YA"x13%,"TITENS
<br />SIMPSON LSTA30 STRAP (MAX 10- ANGLE) W/
<br />22-10d NAILS STRAP TO BE BENT OVER TOP
<br />PLATE 3" MIN. THEN DOWN THE FACE OF
<br />THE JAMB/STUD/HEADER INSTALLED ON
<br />EXTERIOR FACE
<br />EXTERIOR WALL SHEATHING FROM TOP OF
<br />WALL TO BOTTOM OF RIBBON ATTACH PER
<br />TB13/SN @ EACH SIDE OF WINDOW
<br />LOCATIONS
<br />RCONNECTOR NOTES
<br />SIMPSON MSTAM36 - FASTEN TO WOOD
<br />\MTH 7-10d NAILS
<br />1 . @ LINTEL & FILLED CELL
<br />LOCATIONS FASTEN W/ (4) Y4"X2 Y41#
<br />TITENS
<br />2. @ UNFILLED LOCATIONS FASTEN W/
<br />Y4"xV/4" TITENS
<br />ONLY WHERE FLOOR TRUSSES ARE 20"
<br />TO 26" DEEP INSTALL SIMPSON
<br />MSTCM60 - FASTEN TO WOOD WITH
<br />(26) 16d SINKERS
<br />1 @ LINTEL & FILLED CELL
<br />LOCATIONS FASTEN wil"(14) Y4"X2Y4"
<br />TAPCONS
<br />2. @ UNFILLED LOCATIONS FASTEN W/
<br />BEAM 3
<br />MIN. THEN
<br />TRUSS PLATE
<br />UP THE FACE OF THE
<br />JAMB/STUD/HEADER FLOOR TRUSS
<br />2x CONT. RIBBON T&B MASONRY WALL, SEPARATE SHEATHING FLOOR GIRDER OR
<br />SOLID BLOCKING TO MATCH SEE PLAN UNDER WINDOW BEAM, SEE PLAN FOR
<br />COLUMN NOTED ABOVE MORE INFORMATION
<br />HEADER CONN. (DBL STR F �RC�O N �N. �B �EA �M
<br />(S�H 0 sCE
<br />H02 SCALE: N.T.S.
<br />2-2x SPIP TOP PLATE U.N.O. ON PLAN
<br />SIMPSON SP4 w/ 6-1 OdxlY2"
<br />NAILS @ 24" O.C.
<br />2- x HEADER, SEE PLAN FOR
<br />2
<br />SIZE AND LOCATION AND
<br />DETAIL HD/SN, FOR FRAMING
<br />INFORMATION
<br />SILL ATTACHMENT SEE,
<br />DETAIL HD/SN
<br />SEE WS06/D3 FOR MORE INFO.
<br />PLYWOOD FLOORING
<br />ATTACHED PER TB13/SN
<br />Y4"xV/4" TITENS '--FLOOR TRUSS
<br />FELT PAPER OR TRUSS PLATE
<br />d 00
<br />2x CONT. RIBBON T&B �k
<br />I \-- MASONRY WALL, SEE PLAN
<br />SOLID BLOCKING TO MATCH
<br />COLUMN NOTED ABOVE
<br />SH01
<br />HP:Anpp romi FRTPAPI
<br />SCALE: N.T.S.
<br />2x STUDS SEE HD/SN AND PLAN
<br />FOR MORE INFORMATION W/
<br />SIMPSON SP1 AND SP2 TOP &
<br />BOTTOM
<br />2x CONTINUOUS BASE PLATE
<br />W/ MTS12 OR LSTA12 OR
<br />WTW12 @ 16" O.C. TO FLOOR
<br />TRUSS OR RIBBONS BELOW,
<br />SEE WS06/D3 FOR ADDITIONAL
<br />INFORMATION
<br />t-J
<br />ti UPLIFT CONNECTOR,
<br />MIN 2x6 SYP#2 CONT. LEDGER J
<br />SEE PLAN
<br />W/3-V'W/2" SDS SCREWS @
<br />EACH VERTICAL OR AT EACH MASONRY WALL
<br />FLOOR TRUSS, MAX 24" O.C.
<br />SPACING (IF DOUBLE 2X6
<br />LEDGER IS REQUIRED, USE Y4"
<br />x6" SDS WOOD SCREWS)
<br />LEDGER CONNECTION
<br />LD07
<br />SCALE: 3/4" V-0"
<br />CONNECTOR NOTES
<br />ORNERFRA G
<br />SIMPSON MSTCM40 - FASTEN TO WOOD 2x
<br />WITH (14) 10d NAILS STUDS,
<br />I . @ LINTEL & FILLED CELL LOCATIONS SEE PLAN
<br />4"X2 Y4"TITENS
<br />FASTEN W/ (10) Y BLOCKING,
<br />2. @ UNFILLED LOCATIONS FASTEN w/ SEE FB12/D3 CONNECTOR
<br />1.
<br />Y4 X13/4" TITENS A A NOTES
<br />/1
<br />3. USE MSTC28 W/ (36) 16D SINKERS
<br />1.
<br />WHERE CORNER FACES OVER
<br />"
<br />A
<br />0jL SEE PLAN
<br />WOOD BEAM OR TRUSS
<br />FLOOR TRUSS, SEE
<br />ONLY WHERE FLOOR TRUSSES ARE 20"
<br />FRAMING PLAN FOR
<br />TO 26" DEEP INSTALL SIMPSON
<br />ADDITIONAL INFO
<br />MSTCM60 - FASTEN TO WOOD WITH
<br />Y8" GAP MAX.
<br />(26) 16d SINKERS
<br />1. @ LINTEL & FILLED CELL LOCATIONS
<br />/ `_/,
<br />OgL SEE PLAN
<br />FASTEN w/(14) Y4"x2Y4"TAPCONS
<br />I
<br />"-r
<br />2. @ UNFILLED LOCATIONS FASTEN w/
<br />EXTERIOR SHEATHING
<br />%"x`13/4" TITENS
<br />FINISH w/ TOP OF
<br />MASONRY ATTACHED PER
<br />T131 3/SN
<br />FELT PAPER, TRUSS PLATE, OR P.T.
<br />MASONRY WALL - MATERIAL
<br />rFBO
<br />0
<br />3-2x STUDS
<br />COLUMN ATTACHED
<br />PER WF37/ N
<br />2X8 SYP # 2 STUDS @
<br />12" O.C. W/ SIMPSON
<br />SPH8 TIES EACH
<br />STUD w/ (12) 10d x
<br />1-1/2" TO STUD.
<br />DBL 2X8 SYP#2 P.T.
<br />BASE PLATE W/ 1/2"
<br />EPDXY ANCHOR OR
<br />1/2" JBOLT wl M IN.
<br />7 EMBEDMENT @
<br />32" O.C. AND 6"
<br />FROM EA. END
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER TB13/D2
<br />(2) 8"x 16" KNOCKOUT
<br />COURSE w/(1) #5 CONT. EA.
<br />COURSE
<br />SEE PLAN
<br />T/WALL
<br />SEE NOTE 1
<br />LnFILLED CELL SPACING,
<br />SEE PLAN.
<br />NOTES:
<br />1. GROUT TOP (2) COURSES SOLID
<br />WALL SPLICE DETAIL
<br />F03 SCALE: 3/4" V-0"
<br />STRUCTURAL SHEATHING
<br />SEE TB13/SN
<br />---------- VARIES SEE
<br />X ROOF PLAN
<br />2X4 CONT. W/ TRUSS OR ROOF
<br />SYSTEM
<br />3-12d NAILS EA.
<br />WOOD WALL STUD TYP T&B
<br />OR TRUSS,
<br />SEE PLAN
<br />J\IF
<br />LD02 SHEAR TRANSFER
<br />SCALE: 3/4" = V-0" @ EXT. WALL
<br />ROOFIWALL SHEATHING, SEE
<br />TB13/SN FOR ATTACHMENT
<br />SOLID GROUTED CELLS AT ALL CORNERS,
<br />SECTIONS, BELOW GIRDER TRUSS
<br />THE MAXIMUM SPACING STATED IN
<br />REQUIRED @ EACH FILLED CELL LOCATION
<br />VER 4'-0- TALL (FROM TOP OF FTG. TO
<br />O TIE INTO VERTICAL BAR AND EXTEND OUT
<br />B/ STEM.
<br />BE HIGHER CONTACT ENGINEER OF
<br />ONSTRUCTION FOR MORE INFORMATION.
<br />EQUATE BRACING OF STEM WALL WHEN
<br />G IS TAKING PLACE.
<br />NER BARS WITH 4'-0" LEGS IN KNOCKOUT
<br />RTICAL. GROUTED SOLID WHEN STEM
<br />HAN 4'-0" TALL (TYPICAL ALL CORNERS).
<br />H IN 6-0" OF POOL OR WATER FEATURE
<br />E A MINIMUM 12" BELOW BOTTOM OF POOL
<br />ATTACH 1-2x TO (3 SHOWN)
<br />.
<br />EATER THAN (4) COURSES SHALL BE FULLY
<br />GROUTED.
<br />COLUMN w/ 2-12d 8. R.403.1.4 MINIMUM DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM)
<br />NAILS @ 16" O.C.
<br />SHALLBEPLACEDATLEAST 12" BELOW THE UNDISTURBED
<br />GROUND SURFACE.
<br />9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS
<br />OVER 4'- 0" TALL.
<br />STANDARD CORNER A -A
<br />STEMWALL SCHEDULE
<br />STEMWALL
<br />FOOTING DIMENSION
<br />(W)
<br />& (D)
<br />MAXIMUM
<br />F.C. SPACING (O.C.)
<br />HEIGHT (h)
<br />NUMBER/SIZE OF BARS
<br />LAT.
<br />(D) 1 STRY.
<br />(D) 2 STRY
<br />(W) 1 STRY.
<br />(W) 2 STR7
<br />IN STEM WALL
<br />U-0"44'
<br />101,
<br />101,
<br />16"
<br />20"
<br />W/ (2) #5 BARS
<br /><231#
<br />6-8"
<br />>2-4-44"
<br />10.1
<br />10.1
<br />20"
<br />24"
<br />W/ (3) #5 BARS
<br />426#
<br />64"
<br />>3'4" - 4'-0"
<br />12"
<br />12"
<br />32-
<br />32"
<br />W/ (4) #5 BARS
<br />545#
<br />4'-0"
<br />>4'-O" - 5-4-
<br />16"
<br />16"
<br />40"
<br />40"
<br />W/ (4) #5 BARS CONT.
<br />& #5 @ 24" O.C. TRANSV.
<br />906#
<br />2'-8"
<br />I
<br />SEE FOUNDATION PLAN FOR
<br />F.C. SPACING ABOVE SLAB
<br />NOTES:
<br />LEVEL
<br />SEE CHART ABV. -MAX. F.C.
<br />1 .
<br />VERTICAL REINF. IN
<br />SPACING (O.C.)
<br />4�0q�"�
<br />4��U'
<br />JAMBS, WALL INTER
<br />LOCATIONS, AND AT
<br />VERT. F.C. ABV. FDN.
<br />SCHEDULE.
<br />(1) #5 HORIZ. CONT. TIED TO
<br />PER PLAN SPACING 2.
<br />#4 TURN BARS ARE
<br />EA. VERTICAL REINF. BAR
<br />SEE NOTE #9
<br />FOR STEM WALLS O
<br />#4 TURN BAR @ STEM
<br />F.F.E.). EACH BAR T
<br />WALLS GREATER THAN
<br />A MIN. 4'-0" INTO SLA
<br />4'-0"
<br />#5 HORIZ. CORNER BARS@
<br />e_ 3.
<br />IF STEM IS REQ'D TO
<br />16" O.C. (WALLS GREATE
<br />*16"
<br />RECORD PRIOR TO C
<br />THAN 4'-0" - SEE NOTE 5)
<br />O.c 4.
<br />G.C. TO PROVIDE AD
<br />FIN GRADE- 8" MIN.
<br />H
<br />UNEVEN BACK FILLIN
<br />TOTOPOF
<br />C 5.
<br />#5 HORIZONTAL COR
<br />STRIP FTG.
<br />BLOCK @ 16" O.C. VE
<br />WALL IS GREATER T
<br />COMPACTED CLEAN FIL
<br />6.
<br />IF STEMWALL IS WIT
<br />IN MAX 12" LIFTS
<br />MIN. COVER
<br />D
<br />SEE NOTE 5
<br />FOUNDATIONS TO B
<br />STRIP FTG. W/ QTY OF
<br />W
<br />OR WATER FEATURE
<br />REINF. PER SCH.
<br />7
<br />ALL STEM WALLS GR
<br />STEM WALL FOOTING SCHEDULE -
<br />SCALE: N.T.S.
<br />2x WALL ATTACHED TO
<br />FLOOR TRUSS W/ 2-ROWS
<br />OF 12d@12"O.C.
<br />MULTI -PLY
<br />GIRDER, SEE
<br />PLAN
<br />PROVIDE BLOCKING FOR
<br />NAILING SHEATHING
<br />ATTACHMENT
<br />GIRDER TO WALL CONNECTION:
<br />1. 2x STUDS W/ SIMPSON H2.5
<br />2. COLUMNS TO GIRDER W/ 8-
<br />Y4"x3" SIDS SCREWS
<br />3. 2X4 TOP RIBBON W/ 4-16d
<br />NAILS
<br />FLOOR TRUSS, SEE LAYOUT
<br />BRIG. WALL OVER FLOOR SYSTEM
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL EA. - PRE -FORMED PVC CONTROL
<br />SIDE OF JOINT
<br />JOINT BY DUR-O-WAL DA2004 OR
<br />OTHER APPROVED MATERIAL
<br />El E
<br />[i] El
<br />BACKER ROD
<br />L SASH BLOCK
<br />AND CAULKING
<br />MASONRY CONTROL JOINT
<br />SITE WALL SCHEDULE
<br />SITE WALL
<br />HEIGHT (h)
<br />FOOTING SIZE
<br />NUMBER/SIZE OF BARS
<br />MAXIMUM
<br />DOWEL SPACING
<br />0'-0"-2'-8"
<br />2'-0"
<br />V-0"
<br />W/ (3) #5 CONT.
<br />#5 @72" O.C.
<br />>2'-8"-5'-0"
<br />T-O"
<br />11-01,
<br />W/ (3) #5 CONT.
<br />#5 @48" O.C.
<br />>5'-O" - T-0"
<br />T-4"
<br />V-01.
<br />w/ (5) #5 CONT.
<br />#5 @24" O.C.
<br />- 81-0"
<br />4'-0"
<br />1-4-
<br />W/ (5) #5 CONT,
<br />& #5 @ 32" O.C. TRANSV.
<br />#6 @24" O.C.
<br />145 CONT. IN SOLID
<br />GROUTED KNOCK -OUT
<br />COURSE
<br />VERTICAL REBAR W/
<br />MATCHING DOWELS (SEE
<br />CHART ABOVE) FOR SIZE
<br />AND SPACING) MAINTAIN
<br />MIN. 30" LAP SPLICE
<br />(SEE CHART ABOVE FOR
<br />REINF. INFO) BOT. REINF.
<br />CONT.
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<br />THIS DOCUMENT AND/OR THE DESIGN
<br />CONCEPTS EXPRESSED HEREIN ARE THE
<br />PROPERTY OF KEESEE ASSOCIATES AND
<br />ALL RIGHTS OF OWNERSHIP, INCLUDING
<br />COPYRIGHT OF INTELLECTUAL PROPERTY,
<br />ARE RESERVED THE REPRODUCTIONS,
<br />COPYING, OR USE OF THIS DOCUMENT
<br />AND/OR THE DESIGN CONCEPT WITHOUT
<br />THE WRITTEN CONSENT OF KEESEE
<br />ASSOCIATES IS STRICTLY PROHIBITED AND
<br />PROTECTED BY UNITED STATES
<br />AND
<br />INTERNATIONAL LAW.
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<br />SHEET INFORMATION
<br />DATE: 10/15/2021
<br />DRAWN BY: NJ
<br />PROJECT NO: 21-6096
<br />REVIEWED BY: SL
<br />Vj Plan Revisions Date:
<br />1 DOOR AT BACK LANAI
<br />"W'SEE CHART NOTE: 5
<br />SEE GENERAL STEM 6
<br />XAIA
<br />WALL NOTE #6 IF WALL 7
<br />IS @ POOL OR WATER
<br />LOCATIONS 8
<br />Sheet Name
<br />1. CONTROL JOINTS TO BE LOCATED AT 20'0.C. MAX AND @
<br />ALL CHANGES IN WALL WIDTHS.
<br />2. G.0 TO COORDINATE ALL UTILITIES IN EASEMENT
<br />FLOOR
<br />SITE WALL DETAIL
<br />FS12 SCALE: 3/4" V-1)" FRAMING
<br />DETAILS
<br />Sheet No.
<br />D3
<br />
|