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MILD REINFORCING PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1_ SEEGENERALSTRUCTURALNOTES(5-100),TVPICAL
FRAMMG DETAILS (5-601), AND TVPICAL MASONRV DETAILS
(S-]01) FOR ADDITIONAL MFORMATION.
2. VERIFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTURAL DRAW INGS.
3. POST-TENSIONED TENDON LAVOUT SHALL BE PER POST-
TENSIONE� FRAMING PLAN.
4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
STAGINGOFALLSHORINGANDRESHORING. SHORING
PLACED BENEATH SLAB CLOSl1RE POl1R5 SHALL NOT BE
REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED
SPECIFIED STRENGTH.
S STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ARE SHOW N ON PLANS.
6. COWMNORWALLOVER-POURSINTOPOST-TENSIONED
SLABS SHALL NOT BE GREATER THAN il2" MAXIMUM.
REMOVEANV EXCESSIVE COWMN OR WALL OVER-POURS
PRIOR TO PLACMG REINFORCMG BARS AND POST-
TENSIONED TENDONS.
�. DO NOT INSTALL DRILL-IN ADHESNE OR EXPANSION
ANCHORS M THE POST-TENSIONED SLA6. DRILLING MTO
POST-TENSIONED SLAB W ITHOl1T APPROVAL FROM THE
STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED.
ALL BW L�ING SYSTEMS'. MECHANICAL, ELECTRICAL,
P W MBING, FIRE PROTECTION SHALL PLACE Dl1CT5,
CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES
AND HANGER INSERTS, ETC INTO THE POST-TENSIONE�
SLAB PRIOR TO POl1RING THE CONCRETE.
8. ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB IS
POl1RED IF APPROVED BV THE STRl1CTl1RAL ENGINEER
AND COORDINATED W ITH THE GENERAL CONCTRACTOR.
9. PROVIDE #5 AT 48" OL. RISER BARS FOR TOP MILD
REINFORCEMENT SUPPORT.
10. PROVIDE 1"CLEAR FOR ALL BOTTOM AND TOP MILD
REINFORCING.
11. AT DROP BANDS, SPLICE BOTTOM STEELAT COWMNSAND
TOP STEEL MID-SPAN PER LAP SPLICE SCHEDULE.
12. CONTRACTORTOCOORDINATEEMBEDPLATESREQUIRED
FOR STAIRS, GUARDRAIL, CURTAIN WALL, WINDOW
WASHING ANCHORS, ETC.
13. REFER TO BEAM SCHEDU LE FOR ADDITIONAL
REINFORCING.
14. REFER TO DETAIL 4/5312 FOR REMFORCMG 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
317-633�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
31 73 24-60 24
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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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 - ROOF MILD
REINFORCING PLAN -
BOTTOM
SHEETNUMBER
S-206 M B