HomeMy WebLinkAboutS-205GPT-GARAGE-FIFTH-FLOOR-POST-TENSION--MILD-REINFORCING-PLANSYMBOLS
MARK DESCRIPTION
SPAN INDICATOR QNDICATES EMENTS
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S I POST-TENSION DEAD END (PLAN)
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EFFECTNE POST-TENSIONING FORCE
AFTER ALL LOSSES; 1]5 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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FLOOR POST-TENSION & MILD REINFORCING PLAN
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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
WFORMATION.
2. VERIFYALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTURAL DRAW INGS.
3. WALLDIMENSIONS,SLABOPENWGDIMENSIONSAND
SECTION CUTS SHALL BE PER FLOOR FRAMING PLAN.
4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
STAGING OF ALL SHORING AND RESHORING.
S STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ELEVATIONS ARE SHOW N ON THE FRAMING PLAN.
6. COLUMN OR WALL OVER-POURS INTO POST-TENSIONED
SLABS SHALL NOT BE GREATER THAN V2-INCH MAXIMUM.
REMOVE ANV EXCESSIVE COLUMN OR WALL OVER-POURS
PRIOR TO PLACING RE W FORCING BARS AND POST-
TENSIONING TENDONS.
1. DO NOT INSTALL DRILL-IN ADHESNE OR EXPANSION
ANCHORSINTOTHEPOST-TENSIONEDSLAB. DRILLING
INTO POST-TENSIONED CONCRETE W ITHOUT APPROVAL
FROM THE STRUCTURAL ENG WEER OF RECORD IS NOT
PERMITTED. ALL BUILDING SVSTEMS, MECHANICAL,
ELECTRICAL, PLUMBWG, RRE PROTECTION SHALL PLACE
DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT
SLEEVES, AND HANGER INSERTS, ETC. INTO THE POST-
TENSIONED SLAB PRIOR TO POURWG THE CONCRETE.
8. HORIZONTAL SW EEP OF THE TENDONS SHALL NOT BE
GREATER THAN 1:6. TENDONS W ITH A HORIZONTAL SW EEP
GREATER THAN 1:6 SHALL BE REVIEWED BYTHE ENGWEER-
OF-RECORD FOR TENDON SPACING AND ADDITIONAL
REINFORCING REQUIREMENTS PRIOR TO PLACING
CONCRETE.
9. PROVIDE FULL ENCAPSULATED SVSTEM OF THE POST-
TENSIONEDTENDONSANDANCHORS ENCAPSULATION
REQUIREMENTSPERGENERALSTRUCTURALNOTES.
10. PROVIDE MINIMUM CONCRETE COVER PER THE CONCRETE
COVER SCHEDULE, UNLESS A GREATER AMOUNT OF
COVER IS INDICATED ELSEW HERE ON THE DRAW WGS.
11. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED
FOR STAIRS, GUARDRAILS, WALLS, CLADDWG SUPPORT,
ETC. AND SHALL SUBMITAN EMBED PLATEAND EMBED
ANCHOR LOCATION PLAN TO THE STRUCTURAL ENGINEER
FOR REVIEW. CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL DIMENSIONS, ACCURACY, AND RT OF W ORK.
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EL.98' 9"
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�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
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 Ofi/21/19
F��ZNEW -p: 'NG
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SHEETISSUE
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PROJECT NO. 18087.001
SHEET TITLE
GARAGE - FIFTH
FLOOR POST-TENSION
& MILD REINFORCING
PLAN
SHEETNUMBER
S-205GPT
onrE: 09/19/19
ISOMETRIC - LOOKWG EAST