HomeMy WebLinkAboutB16-0212_S-2 Structural Details_1479510035.pdfSCALE: 3
4"=1'-0
A
S-2
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4"=1'-0
C
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4"=1'-0
D
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4"=1'-0
B
C 6x13
(CURVED)
(2) 5/8" DIA. THRU-BOLTS
W8 x 18
TS 4 x 4 x 3
16 OR W 4x13
(KNEE BRACE)
3/4" DIA. THRU-BOLT
PL 1/4" x 5" x 1'-6"
INSERT (3) 1
3
4
" x 5
1
2
"
MICRO-LAM STUDS
CENTER ON KNEE BRACE
(FULL HEIGHT)
CURVED LEDGER
(2) 3/4" THICK PLYWOOD
FASTEN w/ 2 LEDGER LOCK SCREWS EA STUD
3/16
3/16
3/16
2 x 8 PURLINS @ 16" o.c.
3/4" DIA. THRU-BOLT
L 2 x 3 x 1/4" x 0-6"
L 2 x 3 x 1/4" X 0'-6"
EXISTING 2x6 STUD WALL
AND DRYWALL
SIMPSON LU28 HANGER
EXISTING UPPER LEVEL
FLOOR JOIST AND FLOOR
SHEATHING
TYP. B.E.
3 SIDES
3/4" BOLTS: WELD TO
BACK SIDE OF KNEE
BRACE PLATE
SIMPSON A35 BOTH
SIDES OF NEW COLUMN
SIMPSON A35 BOTH
SIDES OF NEW COLUMN
MAIN LEVEL
UPPER LEVEL
PROPOSED STONE CAP
(SEE ARCH. FOR PLAN
CONFIG.)
EXISTING CONCRETE
PAVEMENT
POUR NEW CONCRETE STOOP
REINFORCE w/ WWF 6x6 WI.2 x
WI.2 X
X
'X' IS NOT GREATER THAN 7 7/8"
EXISTING 2x10 FLOOR JOIST
EXISTING FLOOR JOIST
AND SHEATHING
EXISTING ROOF
EXISTING STUD WALL TOP
PLATE TO REMAIN
(3) 11 1/4" LVL HEADER
CORNER STUD PACK
BEYOND
S-2 S-2
S-2
EXISTING FLOOR
SHEATHING
NEW W12 x 22
STEEL BEAM
EXISTING (3) 9 1/2" MICRO-LAM BEAM
1/2" x 5" x 5" BRG PLATE (STEEL)
EXISTING 2x10 FLOOR JOIST
EXISTING FLOOR
SHEATHING
EXISTING 9 1/2" MICRO-LAM PACK
1/2" x 5" x 5" BRG PLATE (STEEL)
NEW W12 x 22 STEEL BEAM
EXISTING COLUMN
EXISTING 5 1/8" x 18"
NEW 3 1/2 x 5.5" PARA-LAM COLUMN
WINDOW OPENING
LL05 LEDGER LOCK SCREW EA
SIDE OF WEB (4) TOTAL THIS END
2 x 8 BLKG
3
16" WELD TAB FOR #8
WOOD SCREW INTO
PURLIN
1
2" PLYWOOD DECKING
(ROLLED)
SIMPSON L90
@ INTERIOR
CORNER
11'-0"
MAX
(3) 2x6 TRIM STUDS
2x6 SILL PLATE
(3) 11 1/4" LVL WINDOW
HEADER
KING STUD
NOT TO SCALE
E
S-2
CORNER WINDOW FRAMING
6'-0" MAX
WINDOW OPENING WINDOW OPENING
ISOMETRIC VIEW
SIMPSON A35
BRACKETS EA
CORNER
16010
S-2
STRUCTURAL DETAILS
0 5.2.16 ISSUED FOR PERMIT
1450 LIONS RIDGE LOOP TOWN OF VAIL, CO
THE ROACH RESIDENCE - REMODEL
NO. ISSUE
PROJECT:
JOB NO.
SHEET NO.
JURISDICTION:
5.2.16
06/22/16