HomeMy WebLinkAboutGN 003 03"x6'20 GAGE (6 ) Sd COMMON NAILS
GALVANIZED STEEL e EACH SIDE
SPLICE PLATE
NOTE: NAILS CAN EXTEND
DOWN THROUGH TOP PLATE
FOR INSPECTION PURPOSES
DRYWALL CLIPS
AT CORNERS
TWO -STUD CORNER (TOP)
i
STRUCTURAL
SHEATHING
(TYPE PER CIN
2x4 UTILITY
CHASE FRAMED
AT 24'0,C.
SEALANT FILLET BEAD
BETWEEN FLOOR AND
PLATE TYP.
AIR SEALING AT MECH CHASE
NOTE: EXTEND SHEATHING
TO PROVIDE BACKSTOP -
FOR BLOWN IN INSULATION
JOIST PER PLAN
RAISED CEILING
2X6 PONY WALL
WI CAVITY INSULATION �a
2x4 INTERIOR
PARTITION FRAMED
AT 24" o.c.
DRYWALL CLIPS AT
CORNERS
2x4 BLOCK lV
(CENTER OF WALL)
DRYWALL CLIPS
AT CORNERS
SEALANT
INSTALLED
3"x6" 24 GAGE
ALVANEZED STEEL
SPLICE PLATE
(6) Bd COMMON
NAILS EACH SIDE
SINGLE TOP PLATE AT PARTITION
2x6 SPLICE UNDE
SINGLE TOP PLA
(6) 8d COMMON
NAILS EACH SIDE
SINGLE TOP PLATE SPLICE
LET -IN BRACING OR
STRUCTURAL SHEATHING
(TYPE PER CITY)
INSTALLED AT CORNERS
(SHEATHING ATTACHED PER
MANUFACTURER'S SPECS).
ATTIC SPACE-
STRUCTURAL SHEATHING
APPLIED BETWEEN JOIST
(TYPE PER CFTY)
JOIST PER PLAN
2X4 STUD WALL-�
\-TYPICAL CEILING
PER PLAN
FEREBLOCKING
BETWEEN JOISTS
TYPICAL PONY WALL. DETAIL AND STUDS
i 41-0"
112' GRADE B7
ALLOY STEEL
THREADED ROD AT
CORNERS (TYP.)
NOTE: PROVIDE
ONLY AS REQUIRED
BY CITY
TYPICAL CORNER FRAMING PLAN
CEILING JOISTS
!a7 24" O.C_
FLOOR SYSTEM
STt
(DOI,
01
IDS 24"
BLE E
ER ST
2ND
BE
10OR UOAD
RING
LL
FLOOR SYSTEM
INTERIOR STUD WALL
W! 2ND FLR. LOAD BEARING WALL ABV.
xi• o.c. Trr�
NON LOAD BEARING
0
JT AWAYIREMOVE
SECTION OF JACK
TUD FOR HEADEF
INSERTION
ENGTH REMOVE[
'JETEFLMINED BY
LEADER HEIGHT}
'L" SHAPED
HEADER CLIPS
kDD ICING STUDS
AT EACH SIDE
ADVANCED FRAMING
CONNECTIONS,
INTERIOR STUD
SPACING, AND
INTERIOR HEADERS
BEAM rl
FIRST FLOOR TOP
STUDS 24' O,
STUD SUPPORT DIF
BELOW BEAR
NUMBER OF STU[
EQUAL BEAM WI
SILL PLATE
LOAD
ABOVE
TYP. BEAM SUPPORT AT STUD WALL
fl►f.� :ijt.l3 .J6 0V
LOAD BEARING
INTERIOR WALL HEADER INSTALLATION
omit
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STt
(DOI,
01
IDS 24"
BLE E
ER ST
P.C.
RY
11D)
INTERIOR STUD WALL
W! 2ND FLR. LOAD BEARING WALL ABV.
xi• o.c. Trr�
NON LOAD BEARING
0
JT AWAYIREMOVE
SECTION OF JACK
TUD FOR HEADEF
INSERTION
ENGTH REMOVE[
'JETEFLMINED BY
LEADER HEIGHT}
'L" SHAPED
HEADER CLIPS
kDD ICING STUDS
AT EACH SIDE
ADVANCED FRAMING
CONNECTIONS,
INTERIOR STUD
SPACING, AND
INTERIOR HEADERS
BEAM rl
FIRST FLOOR TOP
STUDS 24' O,
STUD SUPPORT DIF
BELOW BEAR
NUMBER OF STU[
EQUAL BEAM WI
SILL PLATE
LOAD
ABOVE
TYP. BEAM SUPPORT AT STUD WALL
fl►f.� :ijt.l3 .J6 0V
LOAD BEARING
INTERIOR WALL HEADER INSTALLATION
omit
I
9 ru
z
,i
AF
DTL-2