HomeMy WebLinkAboutPLAN 3 - 99-00030 - Ricks College - Vehicle Storage- ' .ns]
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22'
SEI MIC CROSS BRACING
THIS SECTION
------ ---I --------------- --------------- --------
4.4928 i ---
4928
TOPOFpTOP OF CONCRETE CNrKETE COLUM
4932 4932
III
I \ I I I I I I I
I i I I I
1 TOP OF CONCRETE
4927
STOOP ADD ALTERNATE # I - FURNISH AND INSTALL 4
OVERHEAD DOORS
CONC. SLAB ADD ALTERNATE #2
GRAVEL BASE BID i
-4929
TOP OF CONCRETE
4932
CD
8" OVERHANG MIN.
TOP OF CONCRETE
COL. 4932 TYP. OF ALL
FLOOR PLAN
SCALE: 1/8" = I-0"
12' MINIMUM
22
mwil"I'llm
TOP OF CONC
4932
4929
---/lam
FUTURE DOOR TOP OF CONC
aUiLD KNOCKOUT FANEU qi 4932
4928 1
4930
STOP OF CONCRETE
4927
F
4, FINISH FLOOR ELEVATION
= 4329.10
2
SEE ELEVATIOISSFf3P--- _----------
GRADES --------------------
CENTER COL. OPTIONAL
BUILDING SECTION
@ COL. LINE
SCALE: 1/8" = I' -o"
1/4'
SEISMIC BRACING THIS SECTION
G'xG'xG" CONC. STOUP TYP. @ 2 DOORS
OVERHANG MIN.
4 SAVE HEIGHT DETERMINED BY
OVERHEAD DOOR.
G" CONC. FLOOR SLAB
ADD ALT. #2
�4" LAYER 3/4" GRAVEL
G" LAYER ROAD BASE
FOOTINGS - BEAR ON UNIFORM MATERIAL,
I.E. ROCK OR ENGINEERED FILL.
MIN. 30" COVER
NOTES:
I . CONTRACTOR WILL OBTAIN ALL REQUIRED STRUCTURAL DESIGN FOR THE
ENGINEERED FILL, METAL BUILDING FRAME, CONCRETE FOOTINGS AND
FOUNDATIONS AND SEISMIC FORCES. INFORMATION WILL BE SUBMITTED TO
THE CITY OF REXBURG BUILDING DEPARTMENT.
2. ADD ALTERNATE #2. CONCRETE SLAB - G" THICK W/ #4 BARS @ 1 2" O.C.
BOTH WAYS IN ALL BAYS.
3. LOADING:- SNOW LOADS 40 PSF; WIND 80 MPH W/ "C" EXPOSURE.
BUILDING PERMIT WILL BE OBTAINED BY THE CONTRACTOR AND PAID BY THE
OWNER.
4. LEVELING FILL INSIDE BUILDING LINES: FURNISH AND INSTALL ROAD BASE
TO WITHIN G" OF FINISH GRADE. FURNISH AND INSTALL 4" LAYER, 3/4" WASHED
GRAVEL, COMPACT.
5. GRADE BEAM: INSTALL A CONCRETE GRADE BEAM BETWEEN COL. CONC.
PIERS. BEAM WILL EXTEND TO THE FOOTINGS AND TO 2' ABOVE * 2' BELOW
FINISH FLOOR. GRADE BEAM WILL BE 8" THICK OR GREATER W/ #4 BARS @ 24"
O.C. BOTH WAYS. EXPOSED CONC. WILL BE HAND RUBBED W/ PARGE COAT.
G. PRE ENGINEERED METAL BUILDING: SAVE HEIGHT WILL BE 14' OR AS
REQUIRED FOR OVERHEAD DOORS.
7. OVERHEAD DOORS: WILL BE 20' WIDE AND 14' HIGH.
8. THE OWNER WILL REMOVE AND REINSTALL FENCING AT SITE.
9. ELECTRICAL AND MECHANICAL SYSTEMS ARE NOT INCLUDED IN THIS
PACKAGE.
10. GRAVEL PAD - @ EAST, INSTALL GRAVEL PAD EXTENDING FROM BUILDING
TO ROAD - SLOPE TO DRAIN AT 5%. BY OWNER.
GRAVEL PAD - @ WEST, INSTALL GRAVEL PAD EXTENDING FROM BUILDING TO
ROAD - SLOPE TO DRAIN AT 5%. BY OWNER.
12. FOOTINGS TO BEAR ON LIKE MATERIALS, I.E., ALL ON ROCK OR ALL ON
ENGINEERED FILL. DESIGN BY CONTRACTOR.
13. ADD ALTERNATE #3 GRAVEL FILL * CONCRETE PADS IN FRONT OF
OVERHEAD DOORS - 2 EACH 20'X 88'. G" SLAB W/ #4 BARS @ 12" O.C.
BOTH WAYS. TURN DOWN EDGE 12" @ PERIMETER OF PAD.
14. IF DURING EXCAVATION, SEWER LINES ARE ENCOUNTERED, REMOVE LINES
TO 5' OUTSIDE BUILDING LINE AND CAP. MARK WITH METAL OBJECT.
15. PHONE LINES ENCOUNTERED DURING EXCAVATION ARE INACTIVE.
I G. CONTACT DIG LINE PRIOR TO EXCAVATION.
17. WEST ELEVATION: FRAME ROUGH OPENINGS IN WEST WALLS FOR 20'x 14'
OVERHEAD DOORS. FURNISH AND INSTALL KNOCKOUT PANELS FOR FUTURE
INSTALLATION OF OVERHEAD DOORS. EXTERIOR FINISH TO MATCH PERMANENT
WALLS.
18. PERSONNEL DOORS - 30 X 84" HOLLOW METAL DOORS AND FRAMES.
REVISIONS
4/30/99
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