HomeMy WebLinkAboutDoor detailsSteven Jenison10520 Shelbourne RdCarmel, IN 46032ENG. BY :
PSC :
DRAWN BY :
MTO BY :
FBi PROJECT # :
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Rustin S
XX
Alan S
Daniel L
20-2060-00BYDESCRIPTIONNO.DATE12024-06-20Rustin SApproval Set.........NOTE: THIS IS A GENERIC DEPICTION OF THE
INTERIOR ELEVATION. ACTUAL SIZES MAY VARY.
PA-FLASH
STEEL LINER
J-CHANNEL
SCALE: 1/4" = 1'-0"
J-CHANNEL
FROM FIN. FLOOR
TO CEILING
FLAT COIL
FLAT COIL
PA-FLASH
OVERHEAD DOOR
ROUGH OPENING
OHD #3 INTERIOR FINISH ELEVATION
DOOR #3 HEADER DETAIL
SCALE: 1" = 1'-0"
B/ HEADER
B/ TRUSS
END TOP @ 9' o.c. MAX
2x6 SYP
LAMINATED COLUMN
BOTTOM CHORD
OF END TRUSS
2x6
2x4 JAMB BOARD
107'-11 12"
118'-0"
OHD STUB MIDDLE
2x12 SYP BLOCKING
2x6 SYP JAMB BACKER
2x12 SYP BLOCKING
REQUIRES (10) 10d NAILS
2x12 SYP BLOCKING
REQUIRES (10) 10d NAILS
(2) LAYERS OF 23 32" OSB
2-PLY 2x4 STUB @ 48" o.c.
2x12 SYP BLOCKING
FASTENED W/ (10) 10d NAILS
DOOR #2 HEADER DETAIL
SCALE: 1" = 1'-0"
B/ HEADER
B/ TRUSS
END TOP @ 9' o.c. MAX
2x6 SYP
LAMINATED COLUMN
BOTTOM CHORD
OF END TRUSS
2x6
2x4 JAMB BOARD
113'-11 12"
118'-0"
OHD STUB MIDDLE
2x12 SYP BLOCKING
2x6 SYP JAMB BACKER
2x12 SYP BLOCKING
REQUIRES (10) 10d NAILS
2x12 SYP BLOCKING
REQUIRES (10) 10d NAILS
(2) LAYERS OF 23 32" OSB
2-PLY 2x4 STUB @ 48" o.c.
2x12 SYP BLOCKING
FASTENED W/ (10) 10d NAILS
OFFSET PERMA-COLUMN
3-PLY TOP
GRADE BOARD
OFFSET PERMA-COLUMN
GRADE BOARD
3-PLY STANDARD MIDDLE
GAP BETWEEN
STUB & TOP
HEADER
AFTER BUILDING IS
LIFTED 5th PLY ADDED
TO THIS SIDE OF
COLUMN W/ (2) 10d
NAILS @ 8" o.c.
5th PLY FASTENED
ABOVE HEADER W/
(15) 10d NAILS
HEADER
B/ TRUSS @ 103'-6"
BEFORE LIFTING
OHD COLUMN DETAIL
SCALE: 1
2" = 1'-0"
LOWERED RAISED
4' PRE-CUT BLOCK W/ 1/2"
NOTCH FOR BRACKET
CREW TO FILL IN ABOVE 4'
BLOCK PER NOTES
(4) STRUCTURAL-S SCREWS
THROUGH 3 PLIES (EACH
SIDE OF COLUMN)
(2) 12" x 7" CARRIAGE BOLTS
THROUGH ALL 4 PLIES
1.Place inside face of offset jamb stub
flush with inside edge of door opening
with bracket away from door opening.
2.Set 3-Ply laminated column in pocket
of PC and fasten with structural
screws.
3.Drill holes for bolts.
4.Set 4' block on top of concrete and
tap against screw heads. Remove
and use drill to "countersink" holes for
screw heads.
5.Place block against column on top of
concrete stub and fasten with (10)
10d air nails.
6.Drill holes in block for bolts.
7.Insert carriage bolts through all four
plies. Tighten until head of bolt is
flush with jamb.
8.Cut SYP block to fit tight to
block/underside of the following:
-Beam or header for sliding doors;
-Truss for overhead doors. Fasten
with (2) 10d nails @ 8" o.c.
9.Set header and truss per specs.
NOTES:SEAL600SHEET TITLE:WALL SECTION DETAILSCOPYRIGHT FBi Buildings, Inc.