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RELEASED FOR CONSTRl1CTI0N
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of Sla�e antl Local Codes
City of Carmel
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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
(S-]01) FOR ADDITIONAL MFORMATION.
2. VERIFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARCMTECTURALDRAWINGS.
3. POST-TENSIONED TENDON LAVOUT SHALL BE PER POST-
TENSIONED FRAMING PLAN.
4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
STAGING OF ALL SHORING AND RESHORING. SHORING
PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE
REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED
SPECIFIED STRENGTH.
S STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ARE SHOW N ON PLANS.
6. COLUMN OR WALL OVER-POURS INTO POST-TENSIONED
SLABS SHALL NOT BE GREATER THAN il2" MAXIMUM.
REMOVE ANV EXCESSNE COW MN OR WALL OVER-POURS
PRIOR TO PLACING REMFORCING BARS AND POST-
TENSIONED TENDONS.
1. DO NOT INSTALL DRILL-IN ADHESIVE OR EXPANSION
ANCHORS M THE POSLTENSIONED SLA6. DRILLING MTO
POST-TENSIONED SLAB W ITHOl1T APPROVAL FROM THE
STRUCTURAL ENGMEER OF RECORD IS NOT PERMITTED.
ALL B W LDING SYSTEMS: MECHANICAL, ELECTRICAL,
PW MBING, FIRE PROTECTION SHALL PLACE Dl1CT5,
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
POUREDIFAPPROVEDBVTHESTRUCTURALENGINEER
AND COORDINATED W ITH THE GENERAL CONCTRACTOR.
9. PROVIDE #5 AT 48" O.C. RISER BARS FOR TOP MILD
REINFORCEMENTSUPPORT.
10. PROVIDE 1" CLEAR FOR ALL BOTTOM AND TOP MILD
REMFORCING.
11. AT DROP BANDS, SPLICE BOTTOM STEEL AT CO W M NS AND
TOP STEEL MID-SPAN PER LAP SPLICE SCHEDULE.
12 CONTRACTOR TO COORDINATE EMBED PLATES REpUIRED
FOR STAIRS, GUARDRAIL, CURTAIN WALL, WINDOW
WASHING ANCHORS, ETC.
13. REFERTOBEAMSGHEDULEFORADDITIONAL
REMFORCING.
14. REFER TO DETAIL 4/5-312 FOR REMFORCING 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
StructuralEngineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
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
SHEETISSUE
1 Issued for C
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OSF �ISSFIAINdiION OP fUPI�ICdiION I� V�FF W�F\NRH Wi PP�IOP� PIiiM CONSFNi OF PAi�Op
WEqFlGLLYRESERYEC.
PROJECT NO. 18087.001
SHEET TITLE
OFFICE - FOURTH
FLOOR MILD
REINFORCING PLAN -
TOP
SHEETNUMBER
S-204MT