HomeMy WebLinkAboutS8 - ROOF FRAMING SECTIONS.pdfGRID
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
STUD WALL,
SEE PLAN
BEAM POCKET,
SEE 5/S7
(2) 2x10 SUBFACIA,
SEE PLAN
BEVELED TOP PLATE
2x BLOCKING
OVER RAFTER
GL RAFTER BEYOND
B
18" LSL RIM JOIST
12
2.5
GL RAFTER,
SEE PLAN
5/8" SHEATHING ON 2x10
PURLINS ON 1x T&G ON GL
RAFTERS, SEE PLAN
3x8 FAUX TIMBER BRACE
EACH SIDE OF RAFTER
2x8 WOOD STUD
WALL, SEE PLAN
1 1/2" NORMAL WEIGHT CONCRETE
TOPPING ON 18" FLOOR TRUSS, SEE PLAN
(2) 3/4" THRU BOLTS
(2) 3/4" LAG BOLTS INTO RIM
BEVELED TOP PLATE
CLIPS AT SHEAR WALL,
SEE PLAN
2x BLOCKING OVER
RAFTER
METAL FLASHING
CAP, SEE ARCH
(2) 2x10 SUB-FASCIA
2x8 WOOD STUD
WALL, SEE PLAN
39°
GRID
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
STUD WALL,
SEE PLAN
(2) 2x10 SUBFACIA,
SEE PLAN
STUD WALL
BEYOND
2x10 BLOCKING
OVER RAFTER
GL SHOULDER BEAM,
SEE PLAN
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 1x T&G ON GL
RAFTERS, SEE PLAN
GL RIDGE BEAM,
SEE PLAN
2x10 BLOCKING
OVER RAFTER
(2) 14" TIMBERLOCK
SCREWS AT EACH RAFTER
2x4 SHIM,
SEE 13/S8
RIPPED 2x BLOCKING
5/8" ON 2x10 PURLIN ON GL
RAFTER, SEE PLAN
2x10 BLOCKING
2x4 SHIM W/ 0.131" Ø x 3"
@ 12" STAGGERED
GL RAFTER,
SEE PLAN
GRID
STUDPACK,
SEE PLAN
MSTA 24 EACH SIDE
SHOULDER
BEAM, SEE PLAN
2x BLOCKING
MSTA24 EACH SIDE
BEAM POCKET,
SEE 5/S7
DOUBLE TOP PLATE
DOUBLE TOP PLATE
5/8" ON 2x10 PURLIN ON GL
RAFTER, SEE PLAN
2x10 BLOCKING
RIPPED 2x BLOCKING
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
BEVELLED PURLIN,
SEE PLAN
RIPPED LSL BLOCKING
2x4 SHIM,
SEE 13/S8
2x BLOCKING
INSTALL BEARING WALL
TIGHT TO UNDERSIDE OF
RIDGE BEAM 2x6 STUD WALL,
SEE PLAN
(2) 15" TIMBERLOCK
SCREWS AT EACH RAFTER
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
BEVELED GL
PURLIN, SEE PLAN
(2) 18" TIMBERLOCK
SCREWS AT EACH RAFTER
2x4 SHIM,
SEE 13/S8
2x BLOCKING
RIPPED LSL
BLOCKING
PURLIN,
SEE PLAN
L90, TYP
2x10 BLOCKING (MIN)
W/ L90 AT EACH END
ATTACH SUBFACIA w/ (6)
0.131"Øx3" END NAILS
INTO BLOCKING
2x8 WOOD STUD
WALL, SEE PLAN
SUB-FASCIA, SEE PLAN
GRID
2' - 0"
GRID
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
STUD WALL,
SEE PLAN
STUD PACK,
SEE PLAN
(2) 2x10 SUBFACIA,
SEE PLAN
2x10 BLOCKING
OVER RAFTER
GL RAFTER 10 3/4"
HEEL
BEAM POCKET, SEE 5/S9
18" LSL RIM JOIST w/ ADDED 18"
LVL BLOCKING
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
(2) 3/4" THRU BOLTS
3 '- 3".
L70 EACH SIDE OF STUD PACK,
TOP AND BOTTOM
3/4"Øx14" LAG BOLT THRU
STUDPACK INTO EACH RAFTER
2x LEDGER w/ (4) 0.131"Ø NAILS
EACH SIDE OF EACH HOLD DOWN
(2) 3/4" THRU BOLTS
DTT2Z w/ 1/2”Øx6” LAG BOLT
INTO RAFTER AND (8) SDS 1/4”
x1 1/2” INTO RAFTER
12
2.5
5/8" SHEATHING ON 2x10
PURLINS ON 2x4 SHIM ON
GL RAFTERS, SEE PLAN
(2) 2x10 SUBFACIA,
SEE PLAN
3 5/8"
3 5/8"
3x8 BRACE EACH
SIDE OF RAFTER
39°
5/8" ON 2x10 PURLIN ON GL
RAFTER, SEE PLAN
GL RAFTER,
SEE PLAN
1 1/2"
GRID
EXTERIOR F/O STUD
HIGH ROOF
SLOPES
LOW ROOF
SLOPES
ROOF BEAM,
SEE PLAN
(2) 9 1/2" LVL
SLOPED HEADER
GL RIDGE BEAM,
SEE PLAN
LEDGER,
SEE PLAN
5/8" ON 2x10 PURLIN ON GL
RAFTER, SEE PLAN
2x10 BLOCKING OVER
EACH RAFTER
TIMBER FACIA,
SEE ARCH
NOTCH SHEATHING
AROUND RIDGE BEAM
SLOPES
LUS210
WOOD STUD
CRIPPLE WALL
BEAM POCKET,
SEE 5/S8
(2) 2x10 SUBFACIA,
SEE PLAN
2x BLOCKING
GRID
2X8 WOOD
EXTERIOR STUD
WALL, SEE PLAN
5/8" SHEATHING ON
2x10 PURLIN ON GL
RAFTERS, SEE PLAN
2x4 SHIM
PLAN
SEE
4' - 0"
CONNECT PURLINS TO SUB-FASCIA W/
LUS210 WHERE PURLINS CANTILEVER
BEYOND LAST GL RAFTER
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
S8
ROOF 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" S8
SECTION 3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S8
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S8
SECTION
4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S8
SECTION 5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S8
SECTION
13
6" 1' 2' 0
4'
1/2"
1/2" = 1'-0" S8
SECTION 10
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S8
SECTION 7
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S8
SECTION 6
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S8
DETAIL
8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S8
SECTION 2
01/30/15
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S8
SECTION 9
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S8
SECTION
11
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S8
SECTION
12
04/15/15