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MILD REINFORCING PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEE GENERAL STRUCTURAL NOTES (5-100), TYPICAL
FRAMING DETAILS (5-601), AND TVPICAL MASONRV DETAILS
(5-�01) FOR ADDITIONAL INFORMATION_
2. VERIFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTURAL DRAW INGS.
3. POST-TENSIONEDTENDONLAYOUTSHALLBEPERPOSL
TENSIONED FRAMING PLAN.
4. CONTRACTOR IS RESPONSBLE FOR THE DESIGN AN�
STAGINGOFALLSHORINGANDRESHORING. SHORING
PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE
REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHE�
SPECIFIED STRENGTH.
5. STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ARE SHOW N ON PLANS.
6. COLUMN OR WALL OVER-POURS INTO POST-TENSIONED
SLABS SHALL NOT BE GREATER THAN VY MAXIMl1M.
REMOVE ANV EXCESSNE COLUMN OR WALL OVER-POURS
PRIOR TO PLACING REINFORCING BARSAND POST-
TENSIONED TENDONS.
1. DO NOT INSTALL DRILL-IN ADHESNE OR EXPANSION
ANCHORS IN THE POST-TENSIONED SLAB. DRILLING INTO
POST-TENSIONED SLAB W ITHOUT APPROVAL FROM THE
STRUCTURAL ENGMEER OF RECORD IS NOTPERMITTED.
ALL BWLDING SVSTEMS: MECHANICAL, ELECTRICAL,
PLUMBMG, FIRE PROTECTION SHALL PLACE DUCTS,
CHASES, PIPES OR PIPE SU PPORTS, COND WT SLEEVES
AND HANGER INSERTS, ETC INTO THE POST-TENSIONED
SLAB PRIOR TO POURMG THE CONCRETE.
8. ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB IS
POURED IF APPROVED BY THE STRUCTURAL ENGMEER
AN� COOR�INATE� W ITH THE GENERAL CONCTRACTOR.
9. PROVIDE #5 AT 48" O.C. RISER BARS FOR TOP MILD
REMFORCEMENTSUPPORT.
10. PROVIDE 1" QEAR FOR ALL BOTTOM AND TOP MILD
REMFORCING.
11. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND
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 4/5-312 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
317-633�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone 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
v11LD-REINFORCING PLAN - TOP
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PROJECT NO. 18087.001
SHEET TITLE
OFFICE - ROOF MILD
REINFORCING PLAN -
TOP
SHEETNUMBER
S-206MT