HomeMy WebLinkAboutPEC160009_S1-B_1465853460.pdfTYPICAL SLAB-ON-GRADE:
4" FIBER REINFORCED CONCRETE SLAB ON SUB-GRADE
PER SOILS REPORT. PROVIDE 1/8" x 1" TOOLED CONTROL
JOINTS AT 10'-0" EA WAY. ADD 3-#4x4'-0" DIAGONAL BARS
AT MID-DEPTH OF SLAB AT ALL RE-ENTRY CORNERS.
1
1
2
2
3
3
A
B
C
A.1
B.1
C.1
1.1
1.1
2.1
2.1
3.1
3.1
4
4
D
6X6 TIMBER COLUMN,
TYPICAL 6 LOCATIONS
TYPICAL CONCRETE FOOTING:
16" WIDE X 10" THICK
w/ (2) #5 HORIZONTAL
TYPICAL CONCRETE FOUNDATION WALL:
8" THICK REINFORCED w/ #4 @ 18" EACH WAY.
ADD (2) #5 HORIZONTAL AT TOP
TYPICAL CONCRETE PEDESTAL:
16"X16" PEDESTAL
REINFORCED w/ (4) #5 VERTS
DOWEL INTO FOOTINGS w/ STD HOOK
TYPICAL (6) LOCATIONS
16'-0"
4'-7"
4'-8"
4'-6"11'-6"
6'-4"
11'-0"
9'-5"
11'-6"
14'-0"
99'-4" TYPICAL
AT DOORS
TYPICAL CONCRETE FOOTING:
24"X24"X10"
REINFORCED w/ (3) #5 EACH WAY
TYPICAL 5 LOCATIONS
NORTH
1 2 3
A
B
C
A.1
B.1
C.1
1.1
2.1
3.1
4
D 5 1/8" x 7 1/2" GL DROPPED
(2) 9 1/4" LVL
(3) 9 1/4" LVL
(3) 11 7/8" LVL
(3) 11 7/8" LVL
(3) 11 7/8" LVL
(3) 11 7/8" LVL
2x10 @ 12"
2x10 @ 12"
CONTRACTOR'S OPTION:
9 1/4" LVL @ 24"
CONTRACTOR'S OPTION:
9 1/4" LVL @ 24"
NORTH TYPICAL EXTERIOR WALL FRAMING:
2x6 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED
WITH 7/16" CDX PLYWOOD OR OSB, APA 24/16 EXTERIOR
FACE; NAIL WALL SHEATHING WITH 8d GUN NAILS
(0.113"Ø x 2 3/8") @ 6" AT PANEL EDGES AND @ 12" IN
FIELD OF PANEL; BLOCK AND NAIL ALL EDGES BETWEEN
STUDS. DOUBLE TOP PLATE. TYPICAL HEADER TO BE (3)
2x10 HF No. 2
TYPICAL ROOF SHEATHING:
3/4" NOMINAL, APA RATED 48/24 TONGUE & GROOVE
SHEATHING GLUED AND NAILED WITH 8d GUN NAILS @ 6"
ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE
FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO
FRAMING MEMBERS AND STAGGER PANEL JOINTS
SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
DESIGNWORKSHOP
Landscape Architecture .
Land Planning Urban
Design . Tourism . Planning
120 E. Main St.
Aspen, CO 81611
(970) 925-8354
Facsimilie (970) 920-1837
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W W W . D E S I G N W O R K S H O P . C O M
# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 2/12/2016
3:54:59 PM
S1-B
REDEVELOPMENT
BOOTH
CREEK
PARK
2900
MANNS
RANCH
ROAD
VAIL,
COLORADO
100% DD
02/12/2016
Author Checker
17831
0 2' 4' 8' 16'
1/8"
1/4" = 1'-0"
FOUNDATION PLAN
• TOP OF CONCRETE SLAB ON GRADE ELEVATION = 100'-0"
• TOP OF CONCRETE PEDESTAL = 100'-0"; UNLESS NOTED THUS: XXX'-X"
• TOP OF CONCRETE FOOTING ELEVATION = 96'-0"; UNLESS NOTED THUS: (XXX'-X")
1' 2' 4' 0 8'
1/4"
1/4" = 1'-0"
LOW ROOF FRAMING PLAN
NOT FOR
CONSTRUCTION
PEC APPROVED
3/14/2016 12:00:00 AM