HomeMy WebLinkAboutS7 - FRAMING SECTIONS.pdf12
2.5
18" LSL RIM JOIST
5/8" SHEATHING ON 2x10
PURLINS, SEE PLAN
2x4 SHIM ON GL RAFTER,
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
CONC FOUNDATION
WALL, SEE 1/S5
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS, SEE PLAN
1 3/4" NORMAL WEIGHT CONCRETE
TOPPING ON 3/4" SHEATHING ON 2x4
SLEEPERS @ 16" ON 1 1/8" SHEATHING
ON 18" FLOOR TRUSS, SEE PLAN.
FOOTING, SEE PLAN
WATER STOP
1' - 0"
FOUNDATION WALL, SEE 1/S5
4" CONCRETE SLAB ON
GRADE, SEE PLAN
PT SILL PLATE, SEE 1/S5
2x6 @ 16" WOOD STUD
BEARING WALLS
SEE PLAN
18" LSL BLOCKING @ 24"
PARTY WALL ASSEMBLY AND
REQUIREMENTS BY ARCHITECT
(4) 2x6 UNDER GL RAFTER
2x6 WOOD STUD WALL @
16", SEE PLAN
BEAM POCKET, SEE 5/S8
2x10 BLOCKING
SEE ARCH
1 3/4"
2' - 0" 1' - 6"
4"
7"
5"
(3) #5 HORIZ TOP & BOTTOM
#5 EPOXY DOWEL w/ 10"
HOOK @ 24"
1' - 9"
SEE PLAN
4" STONE AND SETTING BED
ON 1 1/2" GYPCRETE ON 1 1/8"
SUBFLOOR ON 18" FLOOR
TRUSS
SEE PLAN
1 3/4" NORMAL WEIGHT CONCRETE
TOPPING ON 3/4" SHEATHING ON 2x4
SLEEPERS @ 16" ON 1 1/8" SHEATHING
ON 18" FLOOR TRUSS, SEE PLAN.
SEE PLAN
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS
4" STONE AND SETTING BED ON 1 1/8"
SUBFLOOR ON RIPPED 2x SLEEPERS ON 1 1/8"
SUBFLOOR ON 18" FLOOR TRUSS. PLACE
SLEEPERS PERPENDICULAR TO FLOOR
TRUSSES @ 1'-4" MAX.
SEE PLAN
OVERFRAME
4" STONE AND SETTING BED
ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS
SEE PLAN
GRID
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING ON 1 1/8"
SUBFLOOR ON 18" LVL, SEE
PLAN
4" STONE AND SETTING BED
ON 1 1/8" PLYWOOD ON
RIPPED 14" LVL, SEE PLAN
14" LVL BLOCKING AT
CANT MID-SPAN
1/2"
(2) 14" LVL RIM
STEEL BEAM W/ 2x NAILER
PLATE, SEE PLAN. INSULATED
LVL HEADER AT SIM
(2) ROWS OF LEDGER LOK
358 @ 12", STAGGERED
2x8 WOOD STUD WALL,
SEE PLAN
18" LVL BLOCKING
GRID
4" STONE AND SETTING BED ON 1 1/8"
PLYWOOD ON 14" LVL, SEE PLAN
18" FLOOR TRUSS, SEE PLAN
(PERPENDICULAR AT SIM) STEEL BEAM,
SEE PLAN. NO
BEAM AT SIM
14" LVL BLOCKING
SEE PLAN
FLUSH STEEL BEAM,
SEE PLAN
(2) 14" LVL RIM JOIST
SINGLE PLATE
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUB-FLOOR ON
RIPPED 2x SLEEPERS ON 3/4"
SUB-FLOOR ON 14" LVL, SEE PLAN
STEEL BEAM BEYOND
C OF STEEL BEAML
SEE PLAN
18" LSL RIM JOIST
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING ON 1 1/8"
SUB-FLOOR ON 18" FLOOR TRUSS,
SEE PLAN
2x8 WOOD STUD
WALL, SEE PLAN
2x8 WOOD STUD
WALL, SEE PLAN
GRID
18" LVL FLOOR JOIST AT SIM
GRID
2x8 EXTERIOR WOOD
STUD WALL, SEE PLAN
(2) 9 1/2" LVL
INSULATION BY
CONTRACTOR
WINDOW,
SEE ARCH
TYPICAL EXTERIOR HEADER
MSTA24 EACH SIDE
MSTA24 EACH SIDE
FLOOR BEAM,
SEE PLAN
STUB COLUMN,
SEE PLAN
FLOOR BEAM,
SEE PLAN
T/O SHEATHING,
SEE PLAN
T/O SHEATHING,
SEE PLAN
SEE PLAN_________________
SEE PLAN
1 3/4" NORMAL WEIGHT CONCRETE
TOPPING ON 3/4" SHEATHING ON 2x4
SLEEPERS @ 16" ON 1 1/8" SHEATHING
ON 18" FLOOR TRUSS, SEE PLAN.
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING ON 1 1/8"
SUBFLOOR ON 18" FLOOR TRUSS
16
S7
FLOOR BEAM,
SEE PLAN
STUB COLUMN,
SEE PLAN
STAIRS,
SEE ARCH
FLOOR BEAM,
SEE PLAN
FLOOR BEAM,
SEE PLAN
(2) 18" LVL
ACE6 EACH SIDE
4x4 STUB, HANGER
CONNECTION PER
13/S8
2x NAILER PLATE, SEE
GENERAL NOTES FOR
ATTACHMENT
STEEL BEAM,
SEE PLAN
(2) 2x PLATES
FACE MOUNT HANGER PER
TRUSS MANUFACTURER
4"
PACK OUT WEB w/ RIPPED 2x &
ATTACH TO WEB w/ 3/4"Ø THRU
BOLTS @ 12", STAGGERED. INSTALL
RIPPED 2x TIGHT TO FLANGES.
1 1/8" SUBFLOOR ON FLOOR TRUSS,
SEE PLAN.
TOP MOUNT HANGER,
SEE PLAN
SEE PLAN
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS, SEE PLAN
SEE PLAN
4" MAX SHOWER PAN AND TILE
GL BEAM,
SEE PLAN
KING STUD EACH
SIDE w/ 2 ROWS OF
0.131"Øx3" NAILS @ 6"
STUD PACK w/ OSB
SHIM AS REQUIRED,
SEE PLAN
FLUSH LVL,
SEE PLAN
FLOOR TRUSS,
SEE PLAN
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS
SEE PLAN
SEE PLAN
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS (3) 2x NAILER PLATES ON
FLUSH STEEL BEAM, SEE
PLAN
SEE PLAN
BEARING WALL WHERE
OCCURS ON PLAN
RIPPED 2x NAILER PLATE,
SEE GENERAL NOTES FOR
ATTACHMENT
STEEL BEAM,
SEE PLAN
FLOOR TRUSS,
SEE PLAN
DOUBLE 2x BLOCKING
SEE PLAN
SEE PLAN
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING ON 1 1/8"
SUB-FLOOR ON 18" FLOOR
TRUSS, SEE PLAN
SEE PLAN
1 3/4" NORMAL WEIGHT
CONCRETE TOPPING ON 3/4"
SHEATHING ON 2x4 SLEEPERS
@ 16" ON 1 1/8" SHEATHING ON
18" FLOOR TRUSS, SEE PLAN.
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING
ON 1 1/8" SUBFLOOR ON
18" FLOOR TRUSS
2x10 @ 16”
2x4 CRIPPLE
WALL
FLOOR BEAM,
SEE PLAN
FLOOR BEAM,
SEE PLAN
(2) 18" LVL
4x4 COLUMN
BEYOND
LVL JOIST & HANGERS,
SEE PLAN
SEE PLAN
LUS210
18" LSL RIM JOIST
1 1/2" NORMAL WEIGHT
CONCRETE TOPPING ON 1 1/8"
SUB-FLOOR ON 18" FLOOR TRUSS,
SEE PLAN
2x8 WOOD STUD
WALL, SEE PLAN
2x8 WOOD STUD
WALL, SEE PLAN
GRID
18" LVL FLOOR JOIST AT SIM
18" LSL BLOCKING @ 24"
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
1
S7
FRAMING
SECTIONS
MERIBEL CORPORATION
17040
182 West Meadow Drive
Vail, CO 81657
01/13/15
CONSTRUCTION
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
SECTION
6
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 7
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION
11
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 10
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
SECTION 9
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 13
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
SECTION 16
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
SECTION 8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 12
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S7
SECTION
5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 3
03/11/15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 14
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S7
SECTION 2
04/15/15