HomeMy WebLinkAboutS-6 Details_Dumpster Enclosure10'-0"
8"
8'-8"
8" 15'-0"
8"
6'-8"
2'-10" 2'-10"
1'-4"
8" 8"
5'-112"
8'-612" 8" C
--
A
--
B
--
12" THICKENED EDGE
6" DIA CONC. FILLED STEEL
PIPE BOLLARD TYP. OF (3)
6" SLAB ON
GRADE W/ #4
BARS @ 12" o.c.
E.W.
8x8 DF No. 2
COL. UP, TYP.
8x8 DF No. 2
COL. UP, TYP.
D
--
ROOF FRAMING PLAN
SLAB FOUNDATION PLAN
1 4 " DIA TENSION WIRE OR
ROD X-BRACE, TYPICAL AT
BOTH SIDE WALLS AND
BACK WALL
SCALE: 3
4"=1'-0
A
--
SCALE: 3
4"=1'-0
B
--
C
-- SCALE: 3
4"=1'-0
D
-- SCALE: 3
4"=1'-0
PLAN NOTES:
1. ROOF SHEATHING IS 1/2" EXTERIOR EXPOSURE RATED AND NAILED TO ROOF MEMBERS AT 6" O.C.
AROUND PERIMETER OF PANELS AND 12" IN FIELD OF PANELS. ORIENT LONG DIRECTION OF PANEL
ACROSS RAFTERS AND STAGGER JOINTS.
2. RAFTERS ARE: 2X8 DOUGLAS FIR No. 2 DRESSED LUMBER, SPACED AT 12" o.c., TYPICAL, UNLESS NOTED
OTHERWISE. ALTERNATIVES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY
THE ENGINEER OF RECORD.
3. PERIMETER SIDING SHALL BE 2x6 WOOD MEMBERS (WESTERN CEDAR, WESTER WOODS WITH
APPEARANCE GRADE B &BTR SELECT WITH ALLOWABLE BENDING STRESS Fb OF 700psi OR GREATER),
PROFILE SIDING MEMBERS AS SHIPLAPPED OR T&G AS APPROVED BY ARCHITECT. FASTENED AT ALL
SUPPORTING COLUMNS WITH (3) No. 8 x 3" SCREWS. PRE-DRILL SIDING MEMBER AS REQUIRED TO
PREVENT SPLITTING.
4. RE: ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ROUGH OPENINGS IN ENCLOSURE
4x6 PLATE AT TOP OF SIDING
BOTH SIDE WALLS AND
BACK WALL
SIMPSON HL55PC HEAVY
GUSSET ANGLE
1 4
" DIA TENSION WIRE OR
ROD X-BRACE, TYPICAL AT
BOTH SIDE WALLS AND
BACK WALL
ENCLOSURE SECTION
15031
S-6
DUMPSTER ENCLOSURE
0 10.15.15 ISSUED FOR PERMIT
TOWN OF VAIL, CO
MATTERHORN INN
NO. ISSUE
PROJECT:
JOB NO.
SHEET NO.
JURISDICTION:
10.16.15
11/04/15