HomeMy WebLinkAboutS-205MB - OFFICE - FIFTH FLOOR MILD REINFORCING PLAN - BOTTOM�J
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MILD REINFORCING PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEEGENERALSTRUCTURALNOTES(5-100),TYPICAL
FRAMING DETAILS (5-601), AND TYPICAL MASONRV DETAILS
(5401) FOR ADDITIONAL INFORMATION.
2. VERIFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTl1RAL DRAW INGS.
3. POST-TENSIONED TENDON LAVOUTSHALL BE PER POST-
TENSIONED FRAMING PLAN.
4. CONTRACTORISRESPONSIBLEFORTHEDESIGNAND
STAGING OF ALLSHORING AND RESHORING. 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 INTO POST-TENSIONED
SLABS SHALL NOT BE GREATER THAN VY' MAXIMl1M.
REMOVE ANY EXCESSNE COLUMN OR WALL OVER-POURS
PRIOR TO PLACING REMFORCING BARS AND POST-
TENSIONED TENDONS.
1. DO NOT INSTALL DRILL-IN ADHESNE OR EXPANSION
ANCHORS IN THE POST-TENSIONED SLA6. DRILLING INTO
POST-TENSIONED SLAB W ITHOUT APPROVAL FROM THE
STRUCTURAL ENGMEER OF RECORD IS NOT PERMITTED.
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 POURING THE CONCRETE.
8. ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB IS
POUREDIFAPPROVEDBVTHESTRUCTURALENGINEER
AND COORDINATED W ITH THE GEN ERAL CONCTRACTOR.
9. PROVIDE #5 AT 48" OA. RISER BARS FOR TOP MILD
REMFORCEMENTSUPPORT.
10. PROVIDE 1" CLEAR FOR ALL BOTTOM AND TOP MILD
REMFORCING.
11. AT DROP BANDS, SPLICE BOTTOM STEELAT COLUMNS AND
TOP STEEL MID-SPAN PER LAP SPLICE SCHEDULE.
12 CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED
FOR STAIRS, GUARDRAIL, CURTAIN WALL, WINDOW
WASHING ANCHORS, ETC.
13. REFER TO BEAM SCHEDULE FOR ADDITIONAL
REINFORCING.
14. REFERTODETAIL4I5312FORREINFORQNGATKNOCKOUT
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 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
,,.C..,,..
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
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`��¢m�' lamn�Ml1 �
onrE: 09/19/19
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=LOOR MILD-REINFORCING PLAN - BOTTOM
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SHEETISSUE
1 Issued for C
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wmuuwrnancerxicr�rtccruw��rno�nainccwnacwminaicarv�nincanrio�nce
OSF �ISSFIAINdiION OP fUPLICdiION I� V�BF W�F\NRH Wi PP�IOP� PIiiM CONSFNi OF PAi�Op
WEqFlGLLYRESERYEC.
PROJECT NO. 18087.001
SHEET TITLE
OFFICE - FIFTH FLOOR
MILD REINFORCING
PLAN - BOTTOM
SHEETNUMBER
S-205MB
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