HomeMy WebLinkAboutB15-0238_S3_1438098840.pdfSTUD WALL, SEE PLAN
PT 2x6 SILL PLATE w/
1/2"Øx10" ANCHOR
BOLT @ 48"
(2) #5 HORIZ AT TOP
FOOTING, SEE PLAN
GRID
#4 VERT @ 18"
#4 DOWEL w/ 8"
HOOK @ 18"
#4 HORIZ @ 12"
CENTERED IN WALL
SEE PLAN
FOUNDATION DRAIN
BY CONTRACTOR
3/4" SUBFLOOR ON 11 7/8"
I-JOISTS, SEE PLAN
SEE PLAN
MIN
8"
SEE PLAN
3'-0"
STUD WALL, SEE PLAN
PT 2x6 SILL PLATE w/
1/2"Øx10" ANCHOR
BOLT @ 48"
GRID
SEE PLAN
3/4" SUBFLOOR ON 11 7/8"
I-JOISTS, SEE PLAN
SEE PLAN
MIN
8"
CONC FOUNDATION
WALL, SEE 1/S3
FOOTING, SEE PLAN
FOUNDATION DRAIN
BY CONTRACTOR
SEE PLAN
4'-0"
EXISTING SLAB
WOOD STUD WALL
EXISTING GL BEAM,
SEE PLAN
NEW WOOD STUD WALL,
SEE PLAN
EXISTING FLOOR JOIST,
SEE PLAN
ADD SHEATHING ON EXISTING DECK TO
BRING FLOOR ELEVATION UP TO
MATCH EXISTING INTERIOR SPACE
NEW CONC FOUNDATION,
SEE PLAN
NEW ABU66 w/ 3/4"x4" WEDGE-ALL
CONCRETE PILASTER,
SEE PLAN
REMOVE EXISTING CONCRETE
DECK PIER AND BEAR NEW
FOOTING ON UNDISTURBED
NATIVE GRADE
#4 x24" DOWEL w/ 8" HOOK
AT EACH CORNER & MID
FACE (8 TOTAL)
(2) #3 CLOSED TIES AT TOP, ONE AT MID-HEIGHT
STUD WALL, SEE PLAN
3/4" SUBFLOOR ON 11 7/8" I-
JOIST, SEE PLAN
PT 2x6 SILL PLATE w/
1/2"Øx10" ANCHOR
BOLT @ 48"
SEE PLAN
SEE PLAN
GRID
MIN
8"
CONC FOUNDATION
WALL, SEE
FOUNDATION DRAIN
BY CONTRACTOR
SEE PLAN
1/S3
STUD WALL, SEE PLAN
3/4" SUBFLOOR ON 11 7/8"
I-JOIST, SEE PLAN
PT 2x6 SILL PLATE w/
1/2"Øx10" ANCHOR
BOLT @ 48"
SEE PLAN
SEE PLAN
GRID MIN
8"
CONC FOUNDATION
WALL, SEE 1/S3
FOOTING, SEE PLAN
FOUNDATION DRAIN
BY CONTRACTOR
SEE PLAN
10"
GL BEAM, SEE PLAN
PL 3/4x6 3/4x0'-10 w/ (4)
3/4"Øx4" LAG BOLTS @
3" GAGE
3/16
STEEL COLUMN,
SEE PLAN
1 1/2"
1 3/4"
3 1/2"
1 3/4"
1 1/2"
GL DECK BEAM, SEE PLAN
TIMBER COLUMN, SEE PLAN
1616HTPC, TYP;
1616HLPC AT SIM
SEE ARCH SEE ARCH
(3) PT 2x8 (1) PT 2x8 BUCK STUD ATTACHED TO
EXISTING CONCRETE WALL w/ 0.145"Ø
DRIVE PINS @ 6", STAGGERED
EXISTING SILL PLATE
EXISTING CONCRETE FOUNDATION
WALL, SEE PLAN
CONNECT NEW JOIST
TO <E> RIM w/ HANGER,
SEE PLAN
<E> 3/4" SUBFLOOR ON
<E> 11 7/8" I-JOIST
NEW 3/4" SUBFLOOR ON
11 7/8" I-JOIST, SEE PLAN
EXISTING WOOD
STUD WALL
<E> CONC FOUNDATION
WALL, SEE PLAN
NEW EXISTING
STEEL COLUMN, SEE
PLAN
BASE PLATE 1/2x4x0'-9 1/2 w/
(2) 3/4"Øx4" TITEN HD
3/16
NEW 8” CONC WALL BEYOND
EXISTING
CONC WALL
EXISTING CONC
FOUNDATION
NEW CONCRETE
FOUNDATION, SEE PLAN
NEW CONC WALL, SEE
SEE SHEET S1
STUDPACK,
SEE PLAN
SQUASH
BLOCK BY
CONTRACTOR
FLOOR FRAMING NOT
SHOWN FOR CLARITY
GRID GRID
EXISTING CONC
WALL BEYOND
1/S3
T/O FLOOR SHEATHING
ABU66 W/ 1/2" Ø x 6"
WEDGE ANCHOR
(4) #4 DOWELS w/ 8"
HOOK AT EACH CORNER
6x6
PILASTER, SEE PLAN
FOOTING, SEE PLAN
SEE PLAN
(2) #3 TIES AT TOP @
3" & AT MID HEIGHT
SEE PLAN
HANGER, SEE PLAN
<E> 3/4" SUBFLOOR ON
<E> 11 7/8" I-JOIST
NEW 3/4" SUBFLOOR ON
11 7/8" I-JOIST, SEE PLAN
REMOVE EXISTING
WOOD STUD WALL
NEW LVL FLOOR
BEAM, SEE PLAN
SHORING BY CONTRACTOR
REMOVE <E> RIM JOIST AND
ATTACH <E> FLOOR JOIST
TO NEW BEAM, SEE PLAN
STUD WALL, SEE PLAN
GRID
3/4" SUBFLOOR ON 11 7/8"
I-JOISTS, SEE PLAN
LVL RIM JOIST
WOOD STUD WALL
PROVIDE FULL HEIGHT BLOCKING
BETWEEN JOISTS OVER WALL
PACK OUT JOIST WEB, TYP
SHEET No.
Date
Checked by
Designed by
Job #
Issue
S3
GRAND TRAVERSE-UNIT B
6/30/15
CMK
ETV
17599
CONSTRUCTION
LOT 25 LIONSRIDGE FILING NO. 3
1854 GLACIER COURT
VAIL, CO 81657
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S3
SECTION
5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 3
06/30/15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 11
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S3
SECTION
13
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 7
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 6
No. Date Issued by
Revision Description
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 12
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S3
SECTION 9
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S3
SECTION
10
07/28/15