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aN � t�o2 6o�T LAY Ovt-
FOUNDATION NOTES
1. Column footings are designed assuming a 2000 PSI soil pressure.
2. Anchor bolts must be set by means of a template. DO NOT HANp SET
ANCHOR BOLTS.
3. Anchor bolts must be 307 ASTM or equivalent.
4. Control joints to be sawed as per drawings.
5. 611 concrete flror throughout building.
6. Floor shall be reinforced with fiber reinforcement in concrete.
7. Pier footing reinforced with #6 bars 911 on center each way.
8. All concrete to be minimum 4000 PSI.
EXPAN510K JOINT
8" CAP 800
1 �
2" RIGID INSULATION _ 8" CONCRETE N
Yo -MP of- Frio-l1,46 BLOCK
2 N0.6 BAR CONT.
71PIC AL. Fo�,apt�T �o;-I ILL
"DON'T DIG BL_ INp"
a *-*" #—J0 ►Met -7 AN to 6 PM
I -am 1 -800
382 -5544 428 -5200
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
81
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30' 0"
2' 0"
2' 0"
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FOUNDATION NOTES
1. Column footings are designed assuming a 2000 PSI soil pressure.
2. Anchor bolts must be set by means of a template. DO NOT HANp SET
ANCHOR BOLTS.
3. Anchor bolts must be 307 ASTM or equivalent.
4. Control joints to be sawed as per drawings.
5. 611 concrete flror throughout building.
6. Floor shall be reinforced with fiber reinforcement in concrete.
7. Pier footing reinforced with #6 bars 911 on center each way.
8. All concrete to be minimum 4000 PSI.
EXPAN510K JOINT
8" CAP 800
1 �
2" RIGID INSULATION _ 8" CONCRETE N
Yo -MP of- Frio-l1,46 BLOCK
2 N0.6 BAR CONT.
71PIC AL. Fo�,apt�T �o;-I ILL
"DON'T DIG BL_ INp"
a *-*" #—J0 ►Met -7 AN to 6 PM
I -am 1 -800
382 -5544 428 -5200
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
81
" Sh