HomeMy WebLinkAboutS6 - FOUNDATION SECTIONS.pdfGRID
4" 8"
STEEL BEAM,
SEE PLAN
CONC WALL,
SEE PLAN
STUD WALL,
SEE PLAN
L4x4x1/4x"BEAM POCKET
WIDTH" w/ (2) 3/4"Øx4"
HAS @ 5" GAGE
1' - 0"
SEE PLAN
MIN
8" SHIM AS REQUIRED
WITH STEEL SHIMS
3/16
CONC WALL BEYOND
B
1
2
3
5
#5 @ 12" EACH WAY
8" WINDOW WELL,
SEE 2/S5
#4 x 24" EPOXY DOWEL
@ 12" w/ 4" EMBED
ADD (2) #5 TOP
AND BOTTOM
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN 2' - 8"
8' - 4" 11' - 0"
4' - 4 1/4" 9' - 5 3/8"
13' - 9 5/8"
8156' - 4"
8153' - 8"
PT BLOCKING w/
1/2” x 6” TITEN HD
@ 12”, STAGGERED
1' - 1 3/4"
GRID
2x8 WOOD STUD WALL,
SEE PLAN
8” BOARD FORMED REINFORCED
CONCRETE WALL
1/2”Øx6” TITEN HD @ 12”,
STAGGERED
2x8 WOOD
STUD WALL
8” BOARD FORMED
REINFORCED
CONCRETE WALL
INDICATES CONCRETE
POUR SEQUENCE
X
A A
B B
DETAIL A
DETAIL B
10
S6
SEE PLAN
SEE PLAN
SEE PLAN
2x4 FURRING WALL
DESIGNATED
STEP IN SLAB
4"
8" CONC WALL w/ #4
HORIZ AT TOP &
BOTTOM, #4 VERT @ 18"
w/ 8” HOOK SEE PLAN
ADD #4 HORIZ AT TOP
SEE PLAN
4" CONC SLAB AT
SHOWER, SEE PLAN
SEE PLAN
STEP IN 4" SLAB
4" 8"
1' - 0"
STUD WALL,
SEE PLAN
PT 2x6 SILL PLATE w/
5/8"Øx10" ANCHOR BOLTS
@ 48" TYPICAL.
SEE PLAN
1' - 0" CONC SLAB ON
GRADE, SEE PLAN
CONCRETE FOUNDATION
WALL, SEE 1/S5
2x6 STUD WALL,
SEE PLAN
STEEL COL,
SEE PLAN
BASE PL 3/4x10x0'-10 ON 1"
NON-SHRINK GROUT w/ (4)
3/4"Øx8" WEDGE ANCHORS w/
LEVELING NUTS @ 7" GAGE
3/16
SEE PLAN
4" CONC SLAB ON GRADE,
SEE PLAN
SEE PLAN
FOOTING, SEE PLAN
6" 8" 4"
1' - 6"
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8"" PLYWOOD
SUBFLOOR ON 18" FLOOR TRUSS,
SEE PLAN
2x8 EXTERIOR WOOD
STUD WALL, SEE PLAN
CONC FOUNDATION
WALL, SEE 1/S5
GRID
8" MIN
SEE PLAN
SEE PLAN
ADD MAT OF STEEL,
MATCH REINF
SHOWN IN 1/S5
6"
8" 4"
GRID
PT 2x4 PLATE w/ 0.145"Ø
DRIVE PINS @ 8"
12" FOUNDATION
WALL, SEE 1/S5
1' - 0"
SEE PLAN
4” STONE & SETTING BED ON 1 1/8"
SHEATHING ON 18" FLOOR TRUSS,
SEE PLAN
WATERPROOFING
PT 2x4 PLATE w/ 0.145"Ø
DRIVE PINS @ 8"
FLOOR TRUSS
PARALLEL AT SIM 8" 4"
PT 2x4 PLATE w/ 0.145"Ø
DRIVE PINS @ 8"
12" FOUNDATION
WALL, SEE 1/S5
1' - 0"
SEE PLAN
4” STONE & SETTING BED
ON 1 1/8" SHEATHING ON
18" FLOOR TRUSS, SEE
PLAN
WATERPROOFING BY
CONTRACTOR
FLOOR TRUSS,
SEE PLAN
CONC FOUNDATION
WALL BEYOND
GRID
2x8 EXTERIOR WOOD
STUD WALL, SEE PLAN
PT 2x6 SILL PLATE w/ 5/8"Øx10"
ANCHOR BOLTS @ 48" TYPICAL. SEE
SHEAR WALL SCHEDULE FOR SPECIAL
ANCHOR BOLT REQUIREMENTS
SEE PLAN
CONCRETE SLAB ON
GRADE, SEE PLAN
SEE PLAN
4” STONE & SETTING BED ON
1 1/8" SHEATHING ON 18"
FLOOR TRUSS, SEE PLAN
WATERPROOFING BY
CONTRACTOR
2x8 WOOD
STUD WALL,
SEE PLAN
SEE PLAN
RIPPED 2x NAILER PLATE,
SEE GENERAL NOTES FOR
ATTACHMENT
DOUBLE 2x BLOCKING
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUB-FLOOR ON
18" FLOOR TRUSS, SEE PLAN
STEEL BEAM,
SEE PLAN
2x6 DIAGONAL BRACE @ 24”
w/ A35 AT EACH END
8” BOARD FORMED
REINFORCED
CONCRETE WALL
PT 2x8 PLATE w/ 1/2”Øx6”
TITEN HD @ 12”
CENTERED ABOUT PLATE
SEE PLAN
SEE PLAN
SEE PLAN
4" STONE AND SETTING BED
ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS
DOOR, SEE ARCH
WATERPROOFING BY
CONTRACTOR
2x PLATE w/ PLYWOOD SHIM
1' - 4 1/2"
NEW
#4 EPOXY DOWEL w/ 8"
HOOK AND 4" EMBED @ 18"
(2) #4 HORIZ @ 3"
8"
MATCH T/O
FND WALL
EXISTING
LIGHT WELL
T/O EXISTING
WALL ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
S6
FOUNDATION
SECTIONS
MERIBEL CORPORATION
17040
182 West Meadow Drive
Vail, CO 81657
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S6
SECTION 2
6" 1' 2' 0
4'
1/2"
1/2" = 1'-0" S6
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S6
SECTION
3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S6
SECTION
4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S6
SECTION 6
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S6
SECTION 5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S6
SECTION
7
05/05/15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S6
SECTION 8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S6
SECTION 9
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S6
SECTION 11
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S6
SECTION
10
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S6
SECTION
12
1/13/15
CONSTRUCTION
ASI #4 5/15/15
06/26/15