HomeMy WebLinkAboutSD2-1 FLOOR FRAMING DETAILSRE: ARCH.RE: ARCH.TOP OF PLATEDROP BEAM,
RE: PLAN
4-0.131"x3" TOE NAILS
AT EACH TRUSS
SHALLOW FLUSH BEAM,
RE: PLAN
2X BLOCKING W/ BOUNDARY NAILING
AT ALL BLOCKING AND DECKING INTERFACES
(OVERSIZE AS REQUIRED TO LAP)
SLOPED TRUSS W/
TOP CHORD BEARING
RAILING, CONNECTION AND
BLOCKING (NOT SHOWN) BY OTHERS
SLOPED TRUSS
BALCONY TRUSS
DROPPED TOP CHORD
PER ARCH. DROPPED TOP CHORD
PER ARCH.
DROPPED TOP CHORD
PER ARCH.
STAGGER TRUSSES OVER WALL
(OR OPTIONAL KEY TOGETHER)
2X4 RIBBON
(HORIZONTAL)
SOLID BLOCKING, NAIL EA. PLY TO MATCH
SOLE PLATE NAILING ABOVE
DROP BEAM CONDITION SHALLOW FLUSH BEAM CONDITION
RAILING, CONNECTION AND
BLOCKING (NOT SHOWN) BY OTHERS
DROPPED TOP CHORD
PER ARCH.CONT. 2X4 RIBBON
EACH PLY
SOLID BLOCKING
DEEP FLUSH BEAM,
RE: PLAN
BALCONY TRUSS
DEEP FLUSH BEAM CONDITION
RAILING, CONNECTION AND
BLOCKING (NOT SHOWN) BY OTHERS
DROPPED TOP CHORD
PER ARCH.
SOLID BLOCKING
METAL HANGER SIZED & PROVIDED
BY TRUSS MANUFACTURER
PARALLEL FLOOR TRUSS CONDITION PERPENDICULAR FLOOR TRUSS CONDITION TOP OF PLATETOP OF PLATE6 SLOPED TRUSS @ BEAM
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 7 DROPPED TRUSS @ BEARING WALL
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) TOP OF PLATE1 EXT. - PERP. TRUSS
SCALE: 3/4" = 1'-0" 2 EXT. - PARALLEL TRUSS
SCALE: 3/4" = 1'-0" 3 TRUSS TO FLUSH BEAM
SCALE: 3/4" = 1'-0"
4 TRUSS BEARING @ INT. WALL (TRUSS ORIENTATION VARIES, RE:PLAN)
SCALE: 3/4" = 1'-0"
PERPENDICULAR-PERPENDICULAR CONDITION PERPENDICULAR-PARALLEL CONDITION PARALLEL- PARALLEL CONDITION
5 TRUSS HANGERED TO GIRDER TRUSS
SCALE: 3/4" = 1'-0" TOP OF PLATETOP OF PLATETOP OF PLATETOP OF PLATEA TYPICAL EXT. WALL - PERP. TRUSSES
SCALE: 3/4" = 1'-0" RE. SCHEDULETOP OF PLATE2X WALL
TOPPING + SOUND MAT (NOT SHOWN).
CONDITION VARIES, RE: ARCH
FLOOR DECKING, RE: SPECS
CONT. 2x4 RIBBON
WITH (3) 0.131" x 3"
@ EACH TRUSS
TOENAIL EACH TRUSS TO PLATE
W/ (2) 0.131" x 3" EACH FACE
RE. SCHEDULELADDER TRUSS /
KNEE WALL TRUSS
BOUNDARY NAILING ON
EXTERIOR SHEARWALLS
MATCH SOLE PLATE
NAILING FOR WALL
BELOW
WALL PERPENDICULAR TO TRUSSES WALL PARALLEL TO TRUSSES
2x SOLE PLATE, RE: ATTACHMENT
SCHEDULE ON NOTES PAGE
FLOOR TRUSS, INSTALL PER BCSI
EXTERIOR SHEATHING
RE: SHEARWALL
PLAN NOTES
BOUNDARY NAILING
ON EXTERIOR
SHEARWALLS
2X WALL
FLOOR DECKING, RE: SPECS
2X SOLE PLATE, RE: ATTACHMENT
SCHEDULE ON NOTES PAGE
TOP OF PLATETOENAIL ENDS W/ (3) 0.131" x 3"
BOUNDARY NAILING
ON EXTERIOR
SHEARWALL WALLS
LAPNAIL ENDS W/ (3) 0.131" x 3"
(2) 2X TOP PLATE
2X BEARING WALL
HEADER OR DROP BEAM INSTEAD WHERE SHOWN ON PLAN
STRONGBACK RE:STD DTLS.
B TYPICAL EXT. WALL - PARALLEL TRUSSES
SCALE: 3/4" = 1'-0"
TOPPING + SOUND MAT (NOT SHOWN).
CONDITION VARIES, RE: ARCH
BOUNDARY NAILING ON
EXTERIOR SHEARWALLS
2X4 LAPPED BLOCKING @ 60" O.C. MAX. BETWEEN
INTERSECTING WALLS AND/OR STRONGBACKS
(2) 2X TOP PLATE
2X BEARING WALL
HEADER OR DROP BEAM INSTEAD
WHERE SHOWN ON PLAN
FLOOR TRUSS, INSTALL PER BCSI
EXTERIOR SHEATHING
RE: SHEARWALL
PLAN NOTES
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
CENTER UNDER WALL ABOVE
WHERE PRESENT U.N.O.
DEEP FLUSH BEAM
HANGERS SIZED AND PROVIDED
BY TRUSS MANUFACTURER
HANGER SIZED AND PROVIDED
BY TRUSS MANUFACTURER
GIRDER TRUSS W/ WEB
OPENINGS PER MEP
PROVIDE SEAT IN
TRUSSES, (ALTERNATIVELY
TRUSS MAY BE
STAGGERED + LAPPED)
CONTINUOUS BEARING
TRUSS UWA
2X4 RIBBON
2X4 VERTICAL SCAB W/ (2)
0.131"X3" O.C. (PROVIDE
CRIPPLE UNDER WALL FOR
NAILING TO WHERE TRUSS
IS NOT PRESENT)
(5) 0.131"X3"
RE: TRUSS MANUF.
FOR MAX. GAP
SOLID BLOCKING, NAIL EA.
PLY TO MATCH SOLE
PLATE NAILING ABOVE
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATEPROVIDE TOP CHORD
SEAT IN TRUSSES
AS REQUIRED
CENTER UNDER WALL ABOVE
WHERE PRESENT U.N.O.
RE: TRUSS MANUF.
FOR MAX. GAP
SHALLOW FLUSH BEAM
SOLID BLOCKING, NAIL EA.
PLY TO MATCH SOLE
PLATE NAILING ABOVE
TOP 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" SQUARE
WASHERS @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)
BOTTOM CHORD BEARING TRUSS W/
2x6 RIBBON SPACE
10 CMU SLIP CONNECTION TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 11 CMU CONNECTION PARALLEL TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
CL OF POST & PLATE
HANDRAIL POST,
WHERE APPLICABLE,
RE:HANDRAIL DESIGNER
HANDRAIL POST PLATE,
ATTACHED & DESIGNED
BY HANDRAIL DESIGNER, TYP
ALIGN EDGE OF BALCONY
W/2XSCAB, TYP.TOP OF PLATEEDGE OF BALCONY
SHEATHING, RE:SPECS
FLOOR DECKING,
RE:SPECS
BALCONY TRUSS,
RE:SCHED.
ADDITIONAL 2X SCABS ATTACHED TO
BOTTOM CHORD AS REQUIRED
ATTACH DECKING
TO 2X SCABS & TRUSS TOP
CHORD W/0.131"X3"NAILS
@6"O.C.
2X6 CONT. SCAB ATTACHED TO TOP
CHORD &WEBS W/(2)ROWS OF
0.131"X3"NAILS STAGGERED @3"O.C.
(MINIMUM BLOCKING, RE:HANDRAIL
DESIGNER FOR FINAL DESIGN)
BALCONY TRUSS,
RE:SCHED.
PER HANDRAIL DESIGNER, 4 1/4"MAX.
8 TYP. PARALLEL BALCONY RAILING CONNECTION DETAIL
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)SHOWER MUD PANRE: ARCH(4" MAX)VERIFY WITH ARCHTOPPING
RE: TRUSS LOADING SCHEDULE
DECKING
TRUSS DEPTHRE: TRUSS LOADINGSCHEDULE & ARCH.12 TRUSS DEPRESSION @ OWNER SHOWER
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) TOP OF PLATE20" TRUSSVERIFY WITH ARCHRE: PLANTOP OF PLATEFLOOR TRUSS
WF BEAM
RE:PLAN
HANGER PROVIDED BY
TRUSS MANUFACTURER
RE: STANDARD DETAILS BLOCKING
RE:STD.DETAILSFLOOR TRUSS
WALL ABOVE WHERE
INDICATED ON PLAN
13 TYP. TRUSS @ STEEL BEAM
SCALE: 3/4" = 1'-0"
14 DETAIL AT STEEL LINTEL AT OVERHEAD DOOR
SCALE: 3/4" = 1'-0" TYPICAL TOP OF PLATEBRICK - RE: ARCH
OVERHEAD DOOR - RE: ARCH
HSS 6 x 4 x 3/8 STUB COLUMN @ 48" O.C.
FLUSH TO EXTERIOR OF STEEL BEAM
UNIT
2X NAILER
2X EXTERIOR WALL - RE: PLAN
UNIT
℄OF STEEL AND LOWER 2X WALL
1/4' WEB STIFFENER
EACH SIDE AT
BEAM BEARING
1/2" BENT PLATE
10"
6"
1/4"VERIFY WITH ARCH1/4"
1/4"
1/4"
HSS BEAM - RE: PLAN
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) TOP OF PLATECMU BOND BEAM
W/ REINF. - RE: SPECS A34 W/ SD SCREWS @24"O.C.
CMU W/ REINF.
RE: SPECS
2x6 W/ 58" 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
HOLD FIRST TRUSS
TIGHT TO LEDGER
512"
2 x 6 WALL BEYOND
BLOCK UP TO FINISH
FLOOR PER ARCH.
PROVIDE PAIRS OF
SIMPSON H6 TWIST
STRAPS ON EACH SIDE
OF RAIL POST (4 TOTAL
PER POST). WRAP STRAP
OVER BUILT UP BLOCKING
REQUIRED
DECKING
INSULATION
RE: ARCH
DECKING
BLOCK UP TO FINISH
FLOOR PER ARCH.
PROVIDE PAIRS OF
SIMPSON H6 TWIST
STRAPS ON EACH SIDE
OF RAIL POST (4 TOTAL
PER POST). WRAP STRAP
OVER BUILT UP BLOCKING
REQUIRED
BLOCK UP TO FINISH
FLOOR PER ARCH.
PROVIDE PAIRS OF
SIMPSON H6 TWIST
STRAPS ON EACH SIDE
OF RAIL POST (4 TOTAL
PER POST). WRAP STRAP
OVER BUILT UP BLOCKING
REQUIRED
4' MAX. BRICK HEIGHT
RE: ARCH
L 5 x 5 x 516" CONTINUOUS, HOLD
TIGHT TO SHEATHING
SIMPSON A34 @ EA. END
BOUNDARY
NAILING
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 14" Ø X 3 12" SIMPSON SDS
SCREWS @ 3" O.C. HOLES ARE TO BE
PRE-DRILLED OR PRE-PUNCHED 0.305"ØMAX.RE: ARCH. 4'-0" MAXFINISH FLOOR4X12 SOLID
BLOCKING
1" MIN.34" 1"INSULATION PER ARCH
BLOCKING BETWEEN
STUDSBALCONY TRUSS. HOLD
FIRST TRUSS TIGHT TO STUD WALL
15 BRICK RELIEF AT CANTILEVERED STUDS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) FINISH FLOORSTUD WALL BEYOND
LVL STUD PACK BEYOND
HIGH HEADER. RE:
PLAN FOR SIZE AND
ATTACHMENT TO LVL
STUD PACK BEYOND
CANTILEVERED FLOOR TRUSS
LOW HEADER. RE:
PLAN FOR SIZE AND
ATTACHMENT TO LVL
STUD PACK BEYOND
16 SECTION AT CANTILEVERED FLOOR TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
BLOCKING
HSS 4 X 4 X 12" STUB
COLUMN @48" O.C.
CENTERED ON HSS COL.
1/4" NS & FS
1/4" NS & FS
1/4"
WF BEAM. RE: PLAN
17 DOUBLE WALL FIRE BARRIER DTL
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATEDECKING IS CONTINUOUS ACROSS FIRE
BARRIER; WHERE TRUSS DEPTH, DIFFERS LAP
AND SHIM DECKING TO MAINTAIN CONTINUITY MULTI-PLY TOP CHORD
BEARING VERTICAL
CHORD TRUSS
DROP WALL PLATE
HEIGHT FOR DEEPER
TOP CHORD
TOP CHORD BEARING TRUSS W/ (2) O.131"X3"
TOE-NAILS EA SIDE AT PERP CONDITIONS
(STAGGER INTERSECTING TRUSSES)
(TRUSS ORIENTATIONS VARY, RE PLAN)
CONTINUE SHEATHING TO UNDERSIDE
OF DECK, NOTCH AROUND TOP CHORD
EXTENSION AS REQUIRED AND PROTECT
W/ FIRE CAULKING PER ARCH
2X BLOCKING BETWEEN TRUSS
TOP CHORDS (NOT SHOWN)
HIGH LOAD ALT
FRAMER MUST COORDINATE FRAMING CONDITION
REQUIRED BY TRUSS MANUFACTURER BASED ON
THEIR DESIGN REQUIREMENTS FOR THE PLAN AND
SCHEDULED LOADS PRIOR TO CONSTRUCTION
#2 2X STUD WALLS BALLOON FRAMED TO/FROM
DECKING W/ (2) LAYERS OF GYP MAX, RE ARCH
FOR WALL ASSEMBLY, REPEATS ON FLOOR
ABOVE WHERE SHOWN ON ARCH.
BEAR BEAMS WITHIN WALL, RE TYP BEAM
SUPPORT AT FIRE BARRIER DETAIL
DECKING IS CONTINUOUS ACROSS FIRE
BARRIER; WHERE TRUSS DEPTH, DIFFERS LAP
AND SHIM DECKING TO MAINTAIN CONTINUITY MULTI-PLY TOP CHORD
BEARING VERTICAL
CHORD TRUSS
DROP WALL PLATE
HEIGHT FOR DEEPER
TOP CHORD
TOP CHORD BEARING TRUSS W/ (2) O.131"X3"
TOE-NAILS EA SIDE AT PERP CONDITIONS
(STAGGER INTERSECTING TRUSSES)
(TRUSS ORIENTATIONS VARY, RE PLAN)
CONTINUE SHEATHING TO UNDERSIDE
OF DECK, NOTCH AROUND TOP CHORD
EXTENSION AS REQUIRED AND PROTECT
W/ FIRE CAULKING PER ARCH
2X BLOCKING BETWEEN TRUSS
TOP CHORDS (NOT SHOWN)
HIGH LOAD ALT
#2 2X STUD WALLS BALLOON FRAMED TO/FROM
DECKING W/ (2) LAYERS OF GYP MAX, RE ARCH
FOR WALL ASSEMBLY, REPEATS ON FLOOR
ABOVE WHERE SHOWN ON ARCH.
BEAR BEAMS WITHIN WALL, RE TYP BEAM
SUPPORT AT FIRE BARRIER DETAIL
DECKING IS CONTINUOUS ACROSS FIRE
BARRIER; WHERE TRUSS DEPTH, DIFFERS LAP
AND SHIM DECKING TO MAINTAIN CONTINUITY MULTI-PLY TOP CHORD
BEARING VERTICAL
CHORD TRUSS
DROP WALL PLATE
HEIGHT FOR DEEPER
TOP CHORD
TOP CHORD BEARING TRUSS W/ (2) O.131"X3"
TOE-NAILS EA SIDE AT PERP CONDITIONS
(STAGGER INTERSECTING TRUSSES)
(TRUSS ORIENTATIONS VARY, RE PLAN)
CONTINUE SHEATHING TO UNDERSIDE
OF DECK, NOTCH AROUND TOP CHORD
EXTENSION AS REQUIRED AND PROTECT
W/ FIRE CAULKING PER ARCH
2X BLOCKING BETWEEN TRUSS
TOP CHORDS (NOT SHOWN)
HIGH LOAD ALT
#2 2X STUD WALLS BALLOON FRAMED TO/FROM
DECKING W/ (2) LAYERS OF GYP MAX, RE ARCH
FOR WALL ASSEMBLY, REPEATS ON FLOOR
ABOVE WHERE SHOWN ON ARCH.
BEAR BEAMS WITHIN WALL, RE TYP BEAM
SUPPORT AT FIRE BARRIER DETAIL
PERPENDICULAR CONDITION PERPENDICULAR CONDITION PARALLEL CONDITION
1
17 TYP. CANT. WOOD FRAMED RAILING DETAIL
NOT TO SCALE
A35 STRINGER
SUPPORT BEAM, TYP.
RE: STD. DETAIL
(2) FULL DEPTH 2x12 STRINGERS
SISTERED ON EACH SIDE OF CUT 2x12 STRINGER
RE: WOOD FRAMED STAIR STD. DETAIL
2X BLOCKING BETWEEN STRINGERS
ALIGNED WITH STUDS FOR STRAP ATTACHMENT
RE: ARCH42" MAX. HEIGHTSHEATHING
#2 2x4 @ 16" O.C.
ATTACH WITH A34 WITH
SD SCREWS @ TOP
EACH SIDE
9"
MIN.9"MIN.2x4 RIBBON
WRAP CS20 OR CSHP20
FROM FACE OF STUD
TO BLOCKING
DOUBLE 2X PLATE
2x8 MINIMUM BLOCKING
ATTACH WITH A34 WITH
SD SCREWS TOP & BOTTOM
TREAD PER ARCH
HANDRAIL & BRACKET
BY OTHERS, ATTACH PER
MFGR. REQUIREMENTS
48" O.C. MAX
NOTE:
HANDRAIL & BRACKET PER
MANUFACTURER. MUST BE
ADEQUATE TO RESIST 200 LBS
POINT LOAD OR 50 PLF LIVE
LOAD IN ANY DIRECTION
H2.5A
A34
1
SHEET NUMBER
MAGNOLIA CONDOS
126 TH AND
RANGELINE ROAD
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.004.20H
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 shee
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
2020.09.09
PROGRESS SET
JT / GD
2020.10.07
BID DOCUMENTS
JT / GD
2020.11.11
CONTRACT SET
JT / GD
2021.01.06
REVISION #1
JT / GD
FLOOR
FRAMING
DETAILS
3/4" = 1'-0"
SD2-1
Powered by TCPDF (www.tcpdf.org)
10/25/21