HomeMy WebLinkAboutS-202GPT-GARAGE-SECOND-FLOOR-POST-TENSION--MILD-REINFORCING-PLANCONCRETECOVERSCHE�ULE
MEMBER MIN.TOP MIN.BOTTOM MIN.SIDE
COVER COVER COVER
FOOTMGS 2" 3" 3"
SLABS 2" 1•' 11/2•'
BEAMS 2" 1 1/2•' 1 1/2•'
COLUMNS 2" NA 2"
WALLS 2" NA 2•'
POSTdENSION PRORLE (PLAN)
(IN INCHES, B/SLAB TO 0.G-S-)
S I POST-TENSION DEAD END (PLAN)
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AFTER ALL LOSSES; 115 kips
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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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ND FLOOR POST-TENSION & MILD REINFORCING PLAN
I(3)#6CONT. �6]kAdd9.WITHIN I �
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POST�TENSION PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEE GENERAL STRUCTURAL NOTES (5100) AND TVPICAL
POST TENSION DETAILS (5500 SERIES) FOR ADDITIONAL
INFORMATION.
2 VERIFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTURAL DRAW MGS.
3. WALLDIMENSIONS,SLABOPENINGDIMENSIONSAND
SECTION CUTS SHALL BE PER ROOR FRAMMG PLAN.
4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
STAGING OF ALL SHORING AND RESHORING.
5. STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ELEVATIONSARE SHOWN ON THE FRAMING PLAN.
6. COLUMN OR WALL OVER-POURS INTO POST-TENSIONED
SLABS SHALL NOT BE GREATER THAN 1/2-INCH MAXIMUM.
REMOVE ANV EXCESSNE COWMN OR WALL OVER-POURS
PRIOR TO PLACMG REMFORCMG BARS AND POST-
TENSIONING TENDONS.
1. DO NOT INSTALL DRILL-IN ADHESIVE OR EXPANSION
ANCHORS INTO THE POST-TENSIONED SLAB. DRILLMG
INTO POST-TENSIONED CONCRETE W ITHOUT APPROVAL
FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT
PERMITTED. ALL BUILDMG SVSTEMS, MECHANICAL,
ELECTRICAL, PWMBING, 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. HORIZONTALSWEEPOFTHETENDONSSHALLNOTBE
GREATER THAN 1:6. TENDONS W ITH A HORIZONTAL SW EEP
GREATER THAN 1:6 SHALL BE REVIEW ED BV TH E ENGINEER-
OFRECORD FOR TENDON SPACMG AND ADDITIONAL
REMFORQNG REQUIREMENTS PRIOR TO PLAQNG
CONCRETE.
9. PROVIDE FULL ENCAPSULATED SVSTEM OF THE POST-
TENSIONEDTENDONSANDANCHORS. ENCAPSULATION
REQUIREMENTS PER GENERAL STRUCTURAL NOTES.
10. PROVIDE MINIMUM CONCRETE COVER PER THE CONCRETE
COVERSCHEDULE,UNLESSAGREATERAMOUNTOF
COVER IS INDICATED ELSEWHERE ON THE DRAWINGS.
11. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED
FOR STAIRS, GUARDRAILS, WALLS, CLADDING SUPPORT,
ETC. AND SHALL SUBMIT AN EMBED PLATE AND EMBED
ANCHOR LOCATION PLAN TO THE STRUCTURAL ENGNEER
FOR REVIEW. CONTRACTOR SHALL BE RESPONSBLE FOR
ALL DIMENSIONS, ACCURACV, AND FIT OF WORK.
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SLABdN GRAC
EL.98' 9"
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
317-633-4040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
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 Ofi/21/19
F��ZNEW -p: 'NG
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SHEETISSUE
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PROJECT NO. 18087.001
SHEET TITLE
GARAGE-SECOND
FLOOR POST-TENSION
& MILD REINFORCING
PLAN
SHEETNUMBER
S-202GPT
onrE: 09/19/19
ISOMETRIC - LOOKW G EAST