HomeMy WebLinkAboutS-203MB - OFFICE - THIRD FLOOR MILD REINFORCING PLAN - BOTTOM�
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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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FLOOR MILD-REINFORCING PLAN - BOTTOM
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9" PT CONCRETE SLAB
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3'-0" WIDE
POURSTRIP
�r
(BJIXBCONT. BARS
(B)
. 8.
5-602
MILD REINFORCING PLAN NOTES
Q INDICATES NOTE REFERENCED IN PLAN
1. SEEGENERALSTRUCTURALNOTES(5-100),TYPIGAL
FRAMING DETAILS (5-601 �, AND TVPICAL MASONRV DETAILS
(5401) FOR ADDITIONAL INFORMATION.
2. VERIFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTURAL DRAW INGS.
3. POSLTENSIONEDTENDONLAVOUTSHALLBEPERPOSL
TENSIONED FRAMING PLAN.
4. CONTRHCTOR IS RESPONSIBLE FOR THE DESIGN AND
STAGINGOFALLSHORINGANDRESHORING. SHORING
PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE
REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED
SPECIFlED STRENGTH.
S STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ARE SHOWN ON PLANS.
6. WLUMN OR WALL OVER-POURS INTO POST-TENSIONED
SLA65 SHALL NOT BE GREATER THAN VY' MA%IMl1M.
REMOVE ANY EXCESSNE COLUMN OR WALLOVER-POURS
PRIOR TO PLACING REMFORCING BARSAND POST-
TENSIONED TENDONS.
�. DO NOT INSTALL DRILL-IN ADHESNE OR EXPANSION
ANCHORSINTHEPOST-TENSIONEDSLA6. DRILLINGINTO
POST-TENSION ED 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 SUPPORTS, CONDUIT 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 BV THE STRUCTURAL ENGINEER
AND COORDINATED WITH 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 STEELAT COLUMNSAND
TOP STEEL MID-SPAN PER LAP SPLICE SCHEDULE.
12 CONTRACTORTOCOORDINATEEMBEDPLATESREQUIRED
FOR STAIRS, GUARDRAIL, CURTAIN WALL, W INDOW
WASHING ANCHORS, ETC.
13. REFER TO BEAM SCHEDULE FORADDITIONAL
REINFORCING.
14. REFERTODETAIL4I5312FORREMFORQNGATKNOCKOUT
PANEL LOCATIONS.
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZPlnvestments,LLC
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
Architect
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Structural Engineer
CE Solutions, Inc.
10 Shashane Drive
Carmel, IN 46032
31 7 324-6024
Mechanical / Electrical Engineer
Heapy Engineering
3850 Priority W ay 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
r�, RAT I O
wmuuwnuance rxicr�rtccruw��riuo nuavuccwiva cwmuua icarvnu vu caiurionuce
OSF �ISSFIAINdiION OP fUPLICdiION I� V�FF W�F\NRH Wi PP�IOP� PIiiM CONSFNi OF PAi�Op
WEqFlGLLYRESERYEC.
PROJECT NO. 18087.001
SHEET TITLE
OFFICE - THIRD FLOOR
MILD REINFORCING
PLAN - BOTTOM
SHEETNUMBER
S-203MB
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