HomeMy WebLinkAboutSD2-1-FLOOR FRAMING DETAILSTOP OF PLATETOP OF PLATETOP OF PLATERE. SCHEDULETOP OF PLATETOP OF PLATETOP OF PLATETOP OF PLATETOP OF PLATE RE: TRUSS MANUF.
FOR MAX. GAPTOP OF PLATERE: TRUSS MANUF.
FOR MAX. GAP
TOP OF PLATEPERPENDICULAR - PERPENDICULAR CONDITION TOP OF PLATEPERPENDICULAR - PARALLEL CONDITION TOP OF PLATEPARALLEL - PARALLEL CONDITIONTOP OF PLATE2X WALL
2x SOLE PLATE, RE: ATTACHMENT
SCHEDULE ON NOTES PAGE
TOPPING + SOUND MAT (NOT SHOWN),
CONDITION VARIES, RE: ARCH
FLOOR DECKING, RE: SPECS
HEADER OR DROP BEAM INSTEAD
WHERE SHOWN ON PLAN
2X BEARING WALL
(2) 2X TOP PLATE
FLOOR TRUSS, INSTALL PER BCSI
EXTERIOR SHEATHING
RE: SHEARWALL PLAN NOTES
BOUNDARY NAILING ON
EXTERIOR SHEARWALLS
CONT. 2x4 RIBBON WITH
(3) 0.131" x 3" @ EACH TRUSS
BOUNDARY NAILING ON
EXTERIOR SHEARWALLS
TOENAIL EACH TRUSS TO PLATE
WITH (2) 0.131" x 3" EACH FACE
SEE TYPICAL DETAILS FOR BLOCKING
SOLID BLOCKING,
NAIL EACH PLY TO MATCH
SOLE PLATE NAILING ABOVE
A34 WITH SD SCREWS
FLUSH BEAM
RE: PLAN
PROVIDE TOP CHORD SEAT
IN TRUSSES AS REQUIRED
SHALLOW FLUSH BEAM
CENTER UNDER WALL ABOVE
WHERE PRESENT, U.N.O.
SOLID BLOCKING, NAIL EACH PLY TO
MATCH SOLE PLATE NAILING ABOVE
HANGERS SIZED AND PROVIDED
BY TRUSS MANUFACTURER
DEEP FLUSH BEAM
CENTER UNDER WALL ABOVE
WHERE PRESENT, U.N.O.
SOLID BLOCKING, NAIL EACH PLY TO
MATCH SOLE PLATE NAILING ABOVE
A TYPICAL EXTERIOR WALL - PERPENDICULAR TRUSSES
SCALE: 3/4" = 1'-0"
B TYPICAL EXTERIOR WALL - PARALLEL TRUSSES
SCALE: 3/4" = 1'-0" 1 EXTERIOR - PERPENDICULAR TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 2 EXTERIOR - PARALLEL TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 3 EXTERIOR WITH FLUSH BEAM
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
4 TRUSS TO FLUSH BEAM
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 7 TRUSS BEARING @ INTERIOR WALL (TRUSS ORIENTATION VARIES - RE: PLAN)
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)5 TRUSS HANGERED TO GIRDER TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
DRAFT STOP WHERE
REQUIRED RE: ARCH.
DRAFT STOP WHERE
REQUIRED RE: ARCH.
DRAFT STOP WHERE
REQUIRED RE: ARCH.
PERPENDICULAR - PERPENDICULAR CONDITION PERPENDICULAR - PARALLEL CONDITIONPARALLEL - PARALLEL CONDITION
8 TRUSS BEARING @ PARTY WALL (TRUSS ORIENTATION VARIES - RE: PLAN)
SCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
RE: ARCH RE: ARCH TOP OF PLATETOP OF PLATE2X4 BLOCKING
@ 48" O.C., TYP.
(3) 0.131" X 3"
EA. END, TYP.
(3) 0.131" X 3"
TOENAILS EA. END
9 FIREWALL AND/OR EJ - (TRUSS ORIENTATION VARY - RE: PLAN)
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
RE:ARCH.TOP OF PLATE2X4 BLOCKING
@ 48" O.C., TYP.
(3) 0.131" X 3"
EA. END, TYP.
(3) 0.131" X 3"
TOENAILS EA. END
PERPENDICULAR - PERPENDICULAR CONDITION PERPENDICULAR - PARALLEL CONDITION PARALLEL - PARALLEL CONDITION
TOP OF PLATETOP OF PLATERE: ARCH
CMU W/ REINF.
RE: SPECS
CMU BOND BEAM
W/ REINF. - RE: SPECS
2x6 W/ 58 " X 6" TITEN HD
W/ 3"x3"x14" SQUAREWASHERS @24"O.C.
IN BOTTOM OF 2" VERT. LONG
SLOTTED LEDGER HOLES,
DO NOT OVER TIGHTEN
2X BEARING WALL
(LEDGER DOES NOT
SUPPORT TRUSS
VERTICALLY)
CMU BOND BEAM
W/ REINF. - RE: SPECS A34 W/ SD SCREWS @24"O.C.
CMU W/ REINF.
RE: SPECS
2x6 W/ 5 8" x 6" TITEN HD W/ 3"x3"x14"
SQUARE WASHERS @24"O.C. IN BOTTOM
OF 2" VERT. LONG SLOTTED LEDGER
HOLES, DO NOT OVER TIGHTEN
BOTTOM CHORD BEARING TRUSS W/
2x6 RIBBON SPACE
RE: ARCH
OFFSET CONTINUOUS
BEARING TRUSS AS
REQUIRED, 1" MAX
12 CMU SLIP CONNECTION PERPENDICULAR TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 13 CMU SLIP CONNECTION PARALLEL TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TRUSS DEPTHRE: SCHEDULEBALCONY
DECKING, RE: ARCH
2X BALCONY JOIST,
RE: PLAN
SIMPSON LUS210
HANGER
2X LEDGER ATTACHED
W/ 3 - SDWS22600DB SCREWS
@ EVERY TRUSS VERTICAL,
24"O.C. MAX. MATCH LEDGER SIZE
W/ JOIST
PROVIDE 4X4 VERTS IN
TRUSS FOR LEDGER
ATTACHMENT112"212"TYP.TRUSS DEPTHRE: SCHEDULEBALCONY
DECKING, RE: ARCH
112 "212"TYP.2X BALCONY JOIST,
RE: PLAN
DROPRE: ARCH@ PERPENDICULAR CONDITION@ PARALLEL CONDITION DROPRE: ARCHFLOOR DECKING,
RE: SPECS
FLOORING,
RE: ARCH.
FLOOR DECKING,
RE: SPECS
FLOORING,
RE: ARCH.
FLOOR TRUSS
2x BEARING EXT WALL
HEADER OR DROP
BEAM WHERE
SHOWN ON PLAN
(NOT SHOWN)
(2) 2x CONT
TOP PLATE
STRONGBACK RE:STD DTLS.
2X SOLE
PLATE
SHEATHING
RE:SPECS2X SOLE
PLATE
SHEATHING
RE:SPECS
CONT. 2X
RIBBON
FLOOR TRUSS
2x BEARING EXT WALL
(2) 2x CONT
TOP PLATE
RAILING, CONNECTION AND
ATTACHMENT(NOT SHOWN)
BY OTHERS
DROP BEAM, RE: PLAN
CONT. INTO WALL ON
EA. END
SIMPSON LUS210
HANGER
2X LEDGER ATTACHED
W/ 3 - SDWS22600DB SCREWS
@ EVERY TRUSS VERTICAL,
24"O.C. MAX. MATCH LEDGER SIZE
W/ JOIST
HEADER OR DROP
BEAM WHERE
SHOWN ON PLAN
(NOT SHOWN)TOP OF PLATE 10 TYP. BALCONY JOISTS @ DROP BEAM
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
TOENAIL ENDS W/ (3) 0.131" X 3"
A34 W/ SD
2X4 BLOCKING @ 48" O.C. PROVIDE GAP PER ARCH.TOP OF PLATE 12' MAX. BRICK HEIGHT
4X12 MIN. BLOCKING, REST
FULLY ON 2X SOLE PLATE
L 5 x 5 x 516 " CONTINUOUS, HOLD
TIGHT TO SHEATHING
(3) 0.131" X 3" @ LAPPED JOINT
SIMPSON A34 @ EA. END
34"12' MAX. BRICK HEIGHT
4X12 MIN. BLOCKING,
REST FULLY ON BOTTOM CHORD OF
CONTINUOUS BEARING TRUSS
L 5 x 5 x 516 " CONTINUOUS, HOLD
TIGHT TO SHEATHING
PROVIDE GAP FOR WOOD
SHRINKAGE & FRAMING GAP TAKE-UP 1"MIN.2"MIN1"SIMPSON A34 @ EA. END
0.131" X 3" TOENAILS @ 4" O.C.34"1"MIN.2"MIN1"0.131" X 3" TOENAILS @ 4" O.C.
BRICK SUPPORTED ON LINTELS ANCHORED TO FRAMING MUST
BE ISOLATED FROM BRICK SUPPORTED AT DIFFERENT
ELEVATIONS OR IN A DIFFERENT MANNER. GAP & COURSE ALL
BRICK TO ALLOW FOR WOOD SHRINKAGE & DIFFERENTIAL
MOVEMENT. LINTEL SUPPORT ANGLED BRICK MUST HAVE
2"X2"(MIN.) WELDED BRICK STOPS @ 48"O.C. BRICK INSTALLED
WEIGHT MUST NOT EXCEED 39PSF.
BRICK SUPPORTED ON LINTELS ANCHORED TO FRAMING MUST
BE ISOLATED FROM BRICK SUPPORTED AT DIFFERENT
ELEVATIONS OR IN A DIFFERENT MANNER. GAP & COURSE ALL
BRICK TO ALLOW FOR WOOD SHRINKAGE & DIFFERENTIAL
MOVEMENT. LINTEL SUPPORT ANGLED BRICK MUST HAVE
2"X2"(MIN.) WELDED BRICK STOPS @ 48"O.C. BRICK INSTALLED
WEIGHT MUST NOT EXCEED 39PSF.
(2) ROWS OF 1 4" Ø X 3 12" SIMPSON SDS
SCREWS @ 3" O.C. HOLES ARE TO BE
PRE-DRILLED OR PRE-PUNCHED 0.305"ØMAX.
(2) ROWS OF 14 " Ø X 3 12" SIMPSON SDS
SCREWS @ 3" O.C. HOLES ARE TO BE
PRE-DRILLED OR PRE-PUNCHED 0.305"ØMAX.
14 TYP. BRICK RELIEF DETAILS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 15 BRICK RELIEF @ LOW ROOF
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
LOW ROOF TRUSS TOP OF PLATE6 WINGWALL BRACING DETAIL
SCALE: 3/4" = 1'-0" TOP OF PLATE(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
BALLOON FRAMED
STUDS
FLOOR DECKING
NO SPLICES IN WALL PLATE
MIN. 4'-0"
RE:ARCH.
EXT. SHEATHING
RE: SPECS
EXT. SHEATHING
RE: SPECS
BALCONY JOISTS
RE: PLANRE. SCHEDULETOP OF PLATE2X WALL
2x SOLE PLATE, RE: ATTACHMENT
SCHEDULE ON NOTES PAGE
TOPPING + SOUND MAT (NOT SHOWN),
CONDITION VARIES, RE: ARCH
FLOOR DECKING, RE: SPECS
NAIL DECKING TO BLOCKING
W/ 0.131"X3" @ 4" O.C.
2X LAPPED BLOCKING @ 48" O.C. MAX. BETWEEN
INTERSECTING WALLS AND/OR STRONGBACKS
HEADER OR DROP BEAM INSTEAD
WHERE SHOWN ON PLAN
2X BEARING WALL
(2) 2X TOP PLATE
BOUNDARY NAILING ON
EXTERIOR SHEARWALLS
LAP NAIL ENDS
WITH (4) 0.131" x 3"
MATCH SOLE PLATE NAILING
FOR WALL BELOW
LADDER TRUSS /
KNEE WALL
TOENAIL ENDS
WITH (2) 0.131" x 3"
EXTERIOR SHEATHING
RE: SHEARWALL PLAN NOTES
BOUNDARY NAILING ON
EXTERIOR SHEARWALLS
FLOOR TRUSS,
INSTALL PER BCSI
STRONGBACK - RE: STD. DETAILS
BEAM, RE: PLAN
TRUSS MANUFACTURER TO COORDINATE
LOCATIONS OF WEB BLOCK-OUTS WITH
MECHANICAL DRAWINGS, TYP.
16 STOREFRONT BRACING DETAIL @ BEAM
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 17 STOREFRONT BRACING DETAIL @ PARALLEL TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 18 STOREFRONT BRACING DETAIL @ PERP TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) TOP OF PLATEBEAM, RE: PLAN
FLATWISE 2X6 SCABBED TO
BEAM @ 16" O.C. W/ (2) ROWS
0.131" X 3" NAILS @ 3" O.C.
(STAGGERED)
FLOOR TRUSS
STOREFRONT
NOT SHOWN.
RE: ARCH.TOP OF PLATETRUSS OVER
STOREFRONT
FLATWISE 2X6 SCABBED TO
TRUSS @ 16" O.C. W/ MIN. (4)
0.131" X 3" NAILS @ TOP AND
BOT. CHORD.
STOREFRONT
NOT SHOWN.
RE: ARCH.
SEE TYPICAL DETAILS FOR BLOCKING
A34 WITH SD SCREWS
FLOOR TRUSS
SEE TYPICAL DETAILS FOR BLOCKING
A34 WITH SD SCREWS TOP OF PLATEFLATWISE 2X8 SCABBED TO
TRUSS @ 24" O.C. W/ MIN. (5)
0.131" X 3" NAILS @ TOP AND
BOT. CHORD.
STOREFRONT
NOT SHOWN.
RE: ARCH.
FLOOR TRUSS
1'-0" MAX.1'-0" MAX.1'-0" MAX.CONT. 2X TOP AND
BOT.
CONT. 2X TOP AND
BOT.
TRUSS MANUF. TO DESIGN TRUSS
FOR +/- 600LB WL REACTION AT
TOP AND BOTTOM
RAILING, CONNECTION AND
ATTACHMENT(NOT SHOWN)
BY OTHERS
CS20 STRAP, WRAP AROUND
RIM BOARD AND STRAP TO TOP
AND BOT. OF JOIST. (1) EA. SIDE
OF GUARD RAIL POST.
DROP BEAM, RE: PLAN
CONT. INTO WALL ON
EA. END
CS20 STRAP, WRAP AROUND
RIM BOARD AND STRAP TO TOP
AND BOT. OF JOIST. (1) EA. SIDE
OF GUARD RAIL POST.DROPRE: ARCH2X LEDGER ATTACHED
W/ 3 - 16d X 4 12" LONG NAILS
@ EVERY TRUSS VERTICAL,
24"O.C. MAX.112"212"TYP.(2) 2X RIM BOARD TO MATCH
JOIST DEPTH. FASTEN TO EA.
JOIST W/ (3) 0.131"X4" NAILS
(2) 2X RIM BOARD TO MATCH
JOIST DEPTH. FASTEN TO EA.
JOIST W/ (3) 0.131"X4" NAILS
11 BALCONY FRAMING @ PARALLEL JOIST COND.
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
H2.5A @ EA. JOIST H2.5A @ EA. JOIST
FLOOR
FRAMING
DETAILS
3/4" = 1'-0"
SD2-1
SHEET NUMBER
AVANT PHASE II
18290 OLD
MERIDIAN ST
CARMEL, INDIANA
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.002.020
CAD / ENG
The words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already becauscree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obedienin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Co
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