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POST-TENSION PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEEGENERALSTRUCTURALNOTES(5400),TYPICAL
FRAMING DETAILS (5-601 �, AND TVPICAL MASONRV DETAILS
(5401) FOR ADDITIONAL INFORMATION_
2 TERMINATETENDONSATMID-0EPTHOFSLABUNLE55
OTHERW ISE NOTED.
3. PROVIDEFULLYENCAPSULATEDTENDONANDANCHORAGE
SVSTEM.
4. FORCE IN�ICATE� ON PLANS IS THE FINAL EFFECTNE
FORCE REQUIRED. TENDON SUPPLIER SHALL PROVIDE
NUMBER OF TENDONS REQUIRED BASED ON FRICTION
CALCULATIONS. ROUNDING PER PTI GUIDELME515
ACCEPTABLE.
5. PRORLE DIMENSIONS SHOWN ARE MEASURED FROM THE
BOTTOM OF THE SLAB/BEAM TO THE TENDON CGS.
6. CONTRACTORSHALLCOORDINATEALLSLABEMBEDSAND
PENETRATIONS W ITH THE POST-TENSION TENDONS AND
ANCHORAGES.
�. USE OF POST-INSTALLED ANCHORS INTO A PT SLAB IS NOT
PERM ITTED W ITHOUT THE APPROVAL OF THE STRUCTU RAL
ENGWEER.
8. LOCATE TENDONS SO THEY DO NOT PASS W ITHIN THE
AREAS NOTED AS KNOCK OUT PANELS.
TENDON PROFILESHAPE LEGEND
SH1 - REVERSED PARABOLA
SH2-PARTIALPARABOLA
SH3-HARPED
SH4-CANTILEVER UP
SHS-CANTILEVER PARTIAL
SH6-CANTILEVER HARPED
SH]-CANTILEVER DOWN
SHB - STRAIGHT
SH9 - EXrENDED REVERSED PARABOLA
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
31 7 324-6 0 24
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
SHEETISSUE
1 Issued for C
06/21/19
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�PE��F��,«.aESEa�E�.
PROJECT NO. 18087.001
SHEET TITLE
OFFICE - SECOND
FLOOR POST-TENSION
PLAN
SHEETNUMBER
S-202PT
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