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MILD REINFORCING PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEEGENERALSTRUCTURALNOTES(5-100),TVPICAL
FRAMING DETAILS (5-601), AND TVPICAL MASONRV DETAILS
(5�01) FOR ADDITIONAL MFORMATION.
2. VERIFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTURAL DRAW MGS.
3. POST-TENSIONED TENDON LAVOUT SHALL BE PER POST-
TENSIONED FRAMING PLAN.
4. CONTRACTOR IS RESPONSBLE FOR THE DESIGN AND
STAGINGOFALLSHORINGANDRESHORING. SHORING
PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE
REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED
SPECIFIED STRENGTH.
5. STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ARE SHOW N ON PLANS.
6. COLUMN OR WALL OVER-POURS MTO POST-TENSIONED
SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM.
REMWEANV EXCESSNE COLUMN OR WALL OVER-POURS
PRIOR TO PLACING REINFORCING BARS AND POST-
TENSIONED TENDONS.
]. DONOTINSTALLDRILLINADHESNEOREXPANSION
ANCHORS IN THE POST-TENSIONED SLAB. DRILLMG INTO
POST-TENSIONED SLAB W ITHOUT APPROVAL FROM THE
STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED.
ALL BUILDMG SVSTEMS: MECHANICAL, ELECTRICAL,
PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS,
CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES
AND HANGER INSERTS, ETC INTO THE POST-TENSIONED
SLAB PRIOR TO POURING THE CONCRETE.
8. ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB IS
POURED IF APPROVED BV THE STRUCTURAL ENGMEER
AND COORDINATED W ITH THE GENERAL CONCTRACTOR.
9. PROVIDE MS AT 48" O.C. RISER BARS FOR TOP MILD
REINFORCEMENT SUPPORT.
10. PROVIDE 1"CLEAR FOR ALL BOTTOM AND TOP MILD
REINFORCING.
11. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND
TOP STEEL MID-SPAN PER LAP SPLICE SCHEDULE.
12. CONTRACTORTOCOORDINATEEMBEDPLATESREpUIRED
FOR STAIRS, GUARDRAIL, CURTAIN WALL, WINDOW
WASHMG ANCHORS, ETC.
13. REFER TO BEAM SCHEDU LE FOR ADDITIONAL
REMFORCMG.
14. REFER TO DETAIL 4I5312 FOR REINFORCING AT KNOCKOUT
PANEL LOCATIONS.
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
Architect
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
3 � 7-633-4040
Structural Engineer
CE Solutions, Inc.
10 Shashane Drive
Carmel, IN 46032
317-324-6024
Mechanical / Electrical Engineer
Heapy Engineering
3850 Priority Way S. Dr#204
Indianapolis, IN 46240
317-571-8795
Civil Engineer
Civil & Environmental Consultants, Inc.
530 East Ohio Street G
Indianapolis, IN 46204
371-655-7777
SEAL � DATE O6/21/19
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RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
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onrE: 09/19/19
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PROJECT NO. 18087.001
SHEET TITLE
OFFICE - SECOND
FLOOR MILD
REINFORCING PLAN -
TOP
SHEETNUMBER
S-202MT
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II (3) p5%20'-0" (T) —