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RELEASEDFORCONSTRl1CTI0N STEP DETAIL
Su6jec��ocompliancewithallregula�ions SCALE:11/2"= 1'-0"
of Sla�e antl Local Codes
City of Carmel
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onrE: 12/02/19
ll2 EHP JT MAT'L
CONC SLAB
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PEDCOR DESIGN GROUP
Architecture / Projecl ManagmenL
355 City Center Drive
Carmel, Indiana 46032
31].]OS]9]9 (phone)
3177057980 (fex)
AmhilecL
00033126
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CAST IN PLACE CONCRETE NOTES
1. All concrete shall have 28 day compressive strength of 4000 psi - 0% AE.
------------ 2 All Interior slabs to have 6x6-W 1.4 x W1.4 W WF with 1 1I7' reinforcing clearance, 1" control
joint depth and 13'-0" control joint spacing
3. All interior slabs to be 4" thick over 10 mil plastic vapor barrier over 6" minimum granularfll.
4. All welded wire fabnc shall conforrn to ASTM A185, Fy (min.) of 65 ksi. All welded wire fabnc
laps shall be 8".
5. Chamfer all edges of exposed concrete 3l4".
OE%TERIORSLAB
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NOTE'. KEV PLAN ILWSTRATES CONSTRUCTION CONCEPTS ONLV. SEE PLAN FORACTUAL �IMENSIONS AN� ARRANGEMENTS.
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TYP SLAB CONSTRUCTION JT
Developer:
P E D C O R
DEVR PMEMC( OM�NY
Pmject:
1/8" SAW N GONTROL JOINT. ALL
VAPORRETNR�ER �� JOINTSSHALLBESAWNWITHIN
CONC SLAB 12 HOURS OF SLAB POUR
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CONTRACTOR TO PROVI�E CONTROL JOIM LAVOOT, BASE� ON MA%IMOM JOINT SPAQNG, ONO.
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CONSTRUCTION
DOCUMENTS
Issue Dale Drawn By Checketl By
919119 ML MC
Revisions:
State Release Sel 9/9/19
Projed Number'
sneeir�ue:
SLAB PLAN
Sheet Number:
51.1
1STFLOOR N
KEY PLAN �
NOT TO SCALE