HomeMy WebLinkAboutSD3-1 ROOF FRAMING DETAILSSCALE: 3/4" = 1'-0"
TRUSS @ INTERIOR WALL 4
DRAFTSTOP
WHEN SHOWN
ON ARCHITECTURAL
PLANS
GIRDER TRUSS
HANGER SIZED & PROVIDED BY
TRUSS MANUFACTURER.
1 TRUSS TO GIRDER TRUSS
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
FLUSH BEAM,
RE:PLAN FLUSH BEAM,
RE:PLAN
2X BLOCKING
@ 6'-0" O.C. EA. SIDE
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
SCALE: 3/4" = 1'-0"
TRUSS@FLUSH BEAM2 (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
PARALLEL CONDITION PERPENDICULAR CONDITION PERPENDICULAR-PARALLEL CONDITION
PERPENDICULAR-PERPENDICULAR CONDITION PERPENDICULAR-PARALLEL CONDITION
TOP OF PLATETOP OF PLATESTAGGERED TRUSS BEYOND
STAGGERED TRUSS BEYOND
DRAG TRUSS W/ CLIPPING
@ SHEARWALL CONDITIONS,
RE: STD. DTL.
PROVIDE SEAT
IN TRUSS
FINISH FLOORGIRDER TRUSS
HANGER SIZED & PROVIDED BY TRUSS MFGR.
5 PARAPET TRUSS @ EXT. WALL
SCALE: 3/4" = 1'-0"
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
6 PARAPET JACK TRUSS @ EXT. WALL
SCALE: 3/4" = 1'-0"
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
ROOF TRUSS, INSTALL PER BCSI
ROOF TRUSS, INSTALL PER BCSI
7'-0" MAX. EDGE NAILING
2X4 BLOCKING
@ 24" O.C.,
W/C520 CONT.
ACROSS TOP
GIRDER TRUSS SISTERED
NEXT TO PARAPET JACK TRUSSES AND
DESIGNED FOR 100 PLF D.L.
(OMIT WHERE LOAD BEARING WALL IS PRESENT)
7 PARAPET JACK TRUSS @ PARAPET RETURN
3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATEJACK TRUSS
W/INTEGRAL PARAPET
OVERSIZED 2X BLOCKING
GIRDER TRUSS
HANGER SIZED & PROVIDED BY TRUSS MFGR.,TYP.
LOAD BEARING WALL
WHERE SHOWN ON PLAN
ROOF TRUSS, INSTALL PER BCSI
A TYPICAL FLAT ROOF FRAMING DETAIL WITH PARAPET
NOT TO SCALE
TOP OF PLATEVARIES PARAPET HEIGHT - RE: ARCH.76" MAX U.N.O.DESIGNED BY TRUSS MANUF.RE: TRUSS MANUF. -30" MIN.SIMPSON FRAMING ANCHOR
@ ALL BEARING LOCATIONS
RE: STD. NOTES
ROOF TRUSS
INSTALL PER BCSI(2) 2X BEARING TOP PLATES
GIRDER
TRUSS
HANGER SIZED & PROVIDED
BY TRUSS MFGR.
SLOPE - RE: ARCH.
ROOF DECKING
VARIES PARAPET HEIGHT - RE: ARCH.76"MAX U.N.O.DESIGNED BY TRUSS MANUF.RE: TRUSS MANUF. -30" MIN.JACK TRUSS
EDGE NAILING
TOP AND SIDES
(TYPICAL)
OVERSIZED
BLOCKING
WALL PERPENDICULAR TO TRUSSES WALL PARALLEL TO TRUSSES
PARAPET BUILT INTEGRAL
WITH TRUSS PER MANUF.
(WIND LOADS BY TRUSS MANUF.)
ROOF DECKING
(2) 2X TOP PLATE
2X BLOCKING WITH
0.131" x 3" @ 4"O.C.
CONTINUE
SHEATHING OVER
END OF TRUSS TO TOP
OF PARAPET.
EDGE NAILING
2X STUD WALL
HEADER OR DROP BEAM INSTEAD
WHERE SHOWN ON PLAN
SLOPE PER ARCH
(2) 2X BEARING
TOP PLATES
2X STUD WALL
EDGE NAILING
TOP AND SIDES
(TYPICAL)
OVERSIZED
BLOCKING
CONTINUE
SHEATHING OVER
END OF TRUSS TO TOP
OF PARAPET.
SIMPSON FRAMING ANCHOR
@ ALL BEARING LOCATIONS
RE: STD. NOTES
ROOF TRUSS
INSTALL PER BCSI
HEADER OR DROP BEAM INSTEAD
WHERE SHOWN ON PLAN
PARAPET BUILT INTEGRAL
WITH TRUSS PER MANUF.
(WIND LOADS BY TRUSS MANUF.)
(2) 2X TOP PLATE
CORNICE FRAMING
BUILT INTEGRAL
WITH TRUSS PER
MANUF. RE: ARCH
CORNICE FRAMING
BUILT INTEGRAL
WITH TRUSS PER
MANUF. RE: ARCH
2X RIM JOIST 2X12 JOISTS@16" O.C. RIPPED AS
REQ'D TO CREATE SLOPE. SEE ARCH.
2X8 NAILER, ATTACHED PER SILL
PLATE SCHEDULE FOR A W1 WALL.
HOIST BEAM
RE:PLANS+STD DTLS
8" CMU WALL
RE: SPECS.VERIFY OVERUN & HOIST BEAM HEIGHT W/ MANUFELEVATOR
OPENING
EDGE NAILING
CONT. 2X6 IN RIBBON SPACE
W/1/2" X6" TITEN HD@12"O.C.
W/3"X3"X0.25"WASHERS
IN BOTTOM 2" VERT. LONG
SLOTTED HOLES IN LEDGER,
DO NOT OVER TIGHTEN
8 ROOF FRAMING @ELEVATOR
3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)TOP OF PLATE912" MIN. A34@48"O.C.
RE: ARCH
ROOF TRUSS, INSTALL PER BCSI
BOND BEAM
RE: SPECS.
BOND BEAM
RE: SPECS.
ROOF JOIST CLIPPING
PER STANDARD NOTES
RE: ARCH. 3'-0" MIN.SHEATHING EACH SIDE
RE: SPECS.
STAGGER VERTICAL JOINTS
ON EXTERIOR AND
INTERIOR FACES
9 ROOF TRUSS STEP AT PARAPET
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
TRUSS STEP AND
PARAPET BUILT INTEGRAL
TO ROOF TRUSS
CORNICE FRAMING BUILT
INTEGRAL TO ROOF TRUSS
TRUSS HEIGHT. RE: ARCHBRICK. RE: ARCH
12'-0" MAX HEIGHT
RE: ARCH. 4'-0" MAXBALCONY TRUSS
LOOSE LINTEL. RE: SPECS
2X8 LEDGER WITH (3)
SDWS22400DB INTO
STUDS
2X8 RAFTER
@16" O.C.
DROPPED BEAM
RE: PLAN
2X12 LEDGER WITH (4)
SDWS22400DB INTO
STUDS
CANTILEVER STUDS FROM
3RD FLOOR TO FORM RAIL.
DO NOT INTERRUPT STUDS.
10 POP OUT FRAMING AT LOW ROOF
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
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
ROOF
FRAMING
DETAILS
3/4" = 1'-0"
SD3-1
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10/25/21