Cove_Rec_Host_Cabana_Construction_Drawings.pdf
PDF 2 MB Posted
- Attached to
- COVE RECREATION SITE HOST CABANA
- Solicitation number
- 140L2621Q0040
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| File | Type | Posted |
|---|---|---|
| Amendment_1_0001.pdf | ||
| Sol_140L2621Q0040_Amd_0001.pdf | ||
| Sol_140L2621Q0040.pdf | ||
| Cove_Rec_Site_Host_Cabana_Specifications.pdf |
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COVER PAGE
SHELTER DETAILS
SHELTER FOOTING AND SLAB DETAILS
CONCRETE DETAILS
DRAWING INDEX
SHEET NO. DESCRIPTION
COVE RECREATION SITE
LAT 42.935278
LONG -115.949597
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MONTANA
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CANADA
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UNITED STATES
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ALBERTA
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BRITISH COLUMBIA
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NEVADA
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UTAH
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WYOMING
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WASHINGTON
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OREGON
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TWIN
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FALLS
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POCATELLO
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GRANGEVILLE
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LEWISTON
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IDAHO
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FALLS
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BURLEY
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SHOSHONE
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BOISE
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SALMON
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COEUR
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D'ALENE
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IDAHO
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BUREAU OF LAND MANAGEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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ARCO
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%%UAREA REFERENCE MAP
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%%USYMBOL
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%%UDESCRIPTION
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%%USYMBOL
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%%UDESCRIPTION
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INTERSTATE HIGHWAY
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U.S. HIGHWAY
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STATE HIGHWAY
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STATE CAPITOL
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BLM STATE OFFICE
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BLM DISTRICT OFFICE
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MONTANA
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CANADA
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UNITED STATES
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ALBERTA
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BRITISH COLUMBIA
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NEVADA
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UTAH
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WYOMING
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WASHINGTON
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OREGON
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TWIN
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FALLS
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POCATELLO
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GRANGEVILLE
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LEWISTON
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IDAHO
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FALLS
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BURLEY
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SHOSHONE
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BOISE
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SALMON
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COEUR
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D'ALENE
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IDAHO
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BUREAU OF LAND MANAGEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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COVE RECREATION SITE HOST CABANA
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BOISE DISTRICT
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ARCO
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CHK'D BY:
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DESIGN OFFICE:
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DESIGNED BY:
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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COVE RECREATION SITE HOST CABANA
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COVER PAGE
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BOISE
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IDAHO
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MMP
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16'- 4"
REF
13'- 0"
CLEAR
FINISH GRADE.
MOUNTING VARIES
BASED ON ENGINEERING
REQUIREMENTS.
20'
34'
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SHELTER ELEVATION
N.T.S.
GENERAL NOTES:
DESIGN LOADS
1. DESIGN IS IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE
INTERNATIONAL BUILDING CODE.
2. GROUND SNOW LOADS, Pg = 40 PSF
3. LIVE LOADS - LATERAL:
WIND - 90 MPH, EXPOSURE C
SEISMIC - SS=102% OF g
S1=33% OF g
FOUNDATION
1. ALLOWABLE BEARING PRESSURE IS 1,500 PSF.
2. MINIMUM DEPTH OF FOOTING IS 36".
3. MINIMUM FOOTING DIAMETER IS 24".
4. DO NOT PLACE FOUNDATION ON FROZEN GROUND.
5. A FOUNDATION DESIGN MUST BE PROVIDED BY THE SHELTER
MANUFACTURER PRIOR TO THE PROJECT START DATE. THE
FOUNDATION DESIGN ON THIS SHEET IS PROVIDED FOR REFERENCE
ONLY AND MAY BE MODIFIED. MANUFACTURER MUST SIGN AND STAMP
DRAWINGS
CONCRETE
1. CONCRETE DESIGN CONFORMS TO AMERICAN CONCRETE INSTITUTE
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI
318).
2. MINIMUM COMPRESSIVE STRENGTH: f'c = 4,000 PSI
3. STEEL REINFORCEMENT YIELD STRENGTH: fy = 60,000 PSI.
4. SPLICES FOR STEEL REINFORCEMENT IN CONCRETE SHALL BE
CONTACT LAP SPLICES. MINIMUM LAP SPLICE LENGTH FOR #5 BAR
SHALL BE 30".
5. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS
FOLLOWS:
CONCRETE CAST AGAINST EARTH - 3"
CONCRETE EXPOSED TO EARTH OR WEATHER, #5 AND SMALL - 1
2"
STEEL
1. ALL FABRICATED STEEL SHALL CONFORM TO ASTM A36. STRUCTURAL
TUBING SHALL CONFORM TO ASTM A500, GRADE B.
2. ALL WELDS SHALL CONFORM TO AWS D1.1. WELDS SHALL BE MADE
USING E70XX ELECTRODES AND SHALL BE A MINIMUM OF
16", UNLESS
OTHERWISE NOTED.
3. ALL STRUCTURAL STEEL TO BE EMBEDDED IN CONCRETE SHALL BE
CLEAN AND FREE OF PAINT, OIL, OR DIRT.
4. ANCHOR BOLTS SHALL CONFORM TO ASTM A307.
ROOF
1. 24 GA STANDING SEAM METAL ROOF.
2. COLOR SHALL BE SELECTED BASED ON CLOSEST STANDARD OPTION
AVAILABLE TO MATCH EXITING STRUCTURES
PAINT
1. POWDER COATED FINISH, COLOR TO MATCH EXISTING CABANA
STRUCTURES AT SITE
SCALE:
B
SHELTER FRAME PLAN
N.T.S.
SCALE:
C
SHELTER ISOMETRIC FRAME VIEW
N.T.S.
SCALE:
D
SHELTER FRAME ELEVATION
N.T.S.
NOTE: DIMENSIONS ARE NOMINAL
ACTUAL DIMENSIONS MAY VARY FROM THOSE SHOWN
AND ARE DEPENDENT ON DESIGN AND CODE
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DATE:
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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COVE RECREATION SITE HOST CABANA
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SHELTER DETAILS
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BOISE
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IDAHO
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MMP
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PROPOSED
CONCRETE SLAB
ELEVATION
VERTICAL BARS #6
AND HORIZONTAL
TIES #4 AT 8" OC
0.625"
11"
0.75"Ø
8" OC
12" MIN
5"Ø
PROPOSED
CONCRETE SLAB
ELEVATION
#5 REBAR TIED
18" OC BOTH WAYS
6" CONCRETE
BROOM FINISH
4" OF
CRUSHED
GRAVEL
SIDE SLOPE SHALL NOT
BE STEEPER THAN 3:1
" x 6" Steel
Flatbar w/ # 3 x 8" rebar @
4' OC
20'
10' Max Space
36'
CONTRACTION
JOINTS TYP.
16'
30'
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NOTE:
1. TYPICAL FOOTING DESIGN
SHOWN. CONTRACTOR IS
RESPONSIBLE FOR
ACTUAL FOOTING DESIGN
PER MANUFACTURER
SPECIFICATIONS.
SCALE:
A
FOOTING SECTION
N.T.S.
SCALE:
C
CONCRETE SLAB SECTION
N.T.S.
SCALE:
B
BASE PLATE DESIGN
N.T.S.
SCALE:
D
CONTRACTION JOINT PLACEMENT
N.T.S.
SCALE:
E
FOOTING LAYOUT PLAN
N.T.S.
CONCRETE
FOOTING
CONCRETE FOOTING
MAY EXTEND ABOVE
TOP OF SLAB TO MEET
HEIGHT REQUIREMENTS
* ACTUAL FOOTING DESIGN PER
SHELTER MANUFACTURER BY
LICENSED ENGINEER
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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COVE RECREATION SITE HOST CABANA
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SHELTER FOOTING AND SLAB DETAILS
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BOISE
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IDAHO
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MMP
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MMP
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MAX.
EMBEDMENT
C OF COLUMN RADIUS
" 1
3"
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C OF FRAME
L
ELECTRICAL ACCESS
HOLE
ANCHOR BOLT HOLE
(4) PLCS
" NUT (4) PLCS
" x 10" ANCHOR BOLT
(4) PLCS
CONCRETE FOOTING
(BY CONTRACTOR)
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TYPICAL CABANA LAYOUT
N.T.S.
SCALE:
G
CONTRACTION JOINT
N.T.S.
1"
TOOLED OR
SAW CUT JOINT
SCALE:
H
SHELTER ANCHOR BOLT CONNECTION (TYP.)
N.T.S.
#3 REBAR x 6"
@ 4'-0 OC
" x 6" FLATBAR
WELDED CONNECTION
WELD ALL JOINTS AND
SEAMS COMPLETELY
SCALE:
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STEEL BORDER DETAIL
N.T.S.
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CONTRACTION JOINT TYP
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SHELTER ROOF LINE
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STEEL BORDER
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BROOM FINISH CONCRETE
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DESIGNED BY:
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DESCRIPTION
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MARK
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APPROVED
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DATE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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COVE RECREATION SITE HOST CABANA
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CONCRETE DETAILS
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BOISE
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IDAHO
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MMP
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MMP
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APRIL 2021
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| Sheets and Views |
| Cove Rec Host Cabana-Cover |
| Cove Rec Host Cabana-SHELTER DETAIL |
| Cove Rec Host Cabana-SHELTER FOOTING AND SLAB DETAIL |
| Cove Rec Host Cabana-CONCRETE DETAILS |
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