HomeMy WebLinkAboutPLANS - 22-00474 - Transfer Station - New Scale House21_/ III 5-71_011
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FLOOR PLAN
SCALE: 1/4' = 1'-0*
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REVISION:
DRAWN BY:
JOB NO:
-
867
CHECKED BY:
DATE:
JRW
JULY
'21
PLOT DATE:
7-13-23
DRAWING
NO.
FILE: 867-SD1.0-SPO
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INGJ^ DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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SITE PLAN OVERALL
ASSOCIATES
SECTION
SCALE: 1/4" = 1'-0"
KEYNOTES:
1. 12" THICK CONCRETE WALL, TO BE
POURED MONOLITHICALLY WITH NEW
SLAB
2. #5 HOOKED DOWELS AT 12" O.C. DRILL
INTO THE EXISTING FOOTING AND
EPDXY WITH HILTI HIT-HY200, 6" MIN
EMBED
15"
24"
9tt
3. #5 HOOKED DOWELS AT 6" O.C. LAP
WITH SLAB REINFORCING AS SHOWN
4. 15" THICK CONCRETE SLAB ON GRADE
W/ #5 AT 12" O.C. EACH WAY TOP &
BOTTOM
5. EXISTING FOUNDATION WALLS AND
FOOTINGS AS OCCUR
6. (4) #5 HORIZ IN NEW WALL
7. COMPACTED SUBGRADE
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NOTFS a
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LV
This drawing is the property ar FROST
Structural Engineering, Inc. Legally, the
drawing can NOT be copied in whole or in
pieces. It is only to be used for the project
and site specifically identified hereon and is
not to be used on any other project.
Contractor shall carefully review all
dimensions, details, and conditions and
report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for
deviations from the intent of these plans.
LL
V
ALL REBAR TO BE EPDXY COATED.
ILL
CONCRETE SHALL BE 4500 PSI W/ 0.45
W/C RATIO AND ± 5% AIR e
LL
ENTRAINMENT a
F
SECTION
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JOB NO.: IF23-293 PROJECT MANAGER: JRH CAD OPERATOR: ADH
InareMStructural Engineering
1020 E. Lincoln Road phone: 208.227.8404
Idaho Falls, ID 83401 fax: 208.227.8405
contact@froststructural.com
DATE: 6/28/23 1 CURRENT REV.
S1.0