HomeMy WebLinkAboutS-203GPT-GARAGE-THIRD-FLOOR-POST-TENSION--MILD-REINFORCING-PLANSYMBOLS
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RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
��
`��¢m�' lamn�Ml1 �
onrE: 09/19/19
) FLOOR POST-TENSION & MILD REINFORCING PLAN
�'
POST�TENSION PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEEGENERALSTRUCTURALNOTES(5100)ANDTVPICAL
POST TENSION DETAILS (5500 SERIES) FOR ADDITIONAL
MFORMATION.
2 VERIFVALL DIMENSIONSAND ELEVATIONS WITH THE
ARCHITECTURAL DRAWINGS.
3. WALL DIMENSIONS, SLAB OPENING DIMENSIONSAND
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 ELEVATIONS ARE SHOWN ON THE FRAMING PLAN.
6. COLUMN OR WALL OVER-POURS INTO POST-TENSIONED
SLABS SHALL NOT BE GREATER THAN i l2-INCH MAXIMUM.
REMOVE ANV EXCESSIVE COWMN OR WALL OVER-POURS
PRIORTO PLACMG REMFORCMG BARSAND POST-
TENSIONMG TENDONS.
1. DONOTINSTALLDRILL-INADHESNEOREXPANSION
ANCHORSINTOTHEPOST-TENSIONEDSLAB. DRILLMG
INTO POST-TENSIONED CONCRETE W ITHOUT APPROVAL
FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT
PERMITTED. ALL BUILDING SVSTEMS, MECHANICAL,
ELECTRICAL, PWMBING, FIRE PROTECTION SHALL PLACE
DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT
SLEEVES, AND HANGER INSERT$ ETC. INTO THE POST-
TENSIONED SLAB PRIOR TO POURING 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 1:6SHALL BE REVIEWED BV THE ENGINEER-
OFRECORD FOR TENDON SPAQNG AND ADDITIONAL
REINFORCING REQUIREMENTS PRIOR TO PLACING
CONCRETE.
9. PROVIDE FULL ENCAPSULATED SVSTEM OF THE POST-
TENSIONEDTENDONSANDANCHORS. ENCAPSULATION
RE�UIREMENTSPERGENERALSTRUCTURALNOTES.
10. PROVIDE MINIMUM CONCRETE COVER PER THE CONCRETE
COVER SCHEDULE, UNLE55 A GREATER AMOUNT OF
COVER IS INDICATED ELSEWHERE ON THE DRAWINGS.
11. CONTRACTOR TO COORDINATE EMBED PLATES RE�UIRED
FOR STAIRS, GUARDRAILS, WALLS, CLADDING SUPPORT,
ETC. AND SHALL SUBMIT AN EMBED PLATE AND EMBED
ANCHOR LOCATION PLAN TOTHE STRUCTURAL ENGINEER
FOR REVIEW. CONTRACTOR SHALL BE RESPONSBLE FOR
ALL DIMENSIONS, ACCURACV, AND FIT OF WORK.
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SLAB ON GRAC
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
317-633-4040
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
1 Issued for C
r�, RAT I O
PYNIGHIXOIIL2IH16PPLHIIECIOWILPXDEVGIXEHUXGdUWIXGI6GNEVIXLOXFlDEV[E
USF f�55ElAINdiION OP W PI�ICdiION I� V�BE WCEINRHOOi PP�IOPI�NPIiiEN CONSENi OF PAiIOp
N ITW NGH50F W PVNGHlPN�OMPlW16EPPE HEPEBV
SPECIFlGLLYRESERYEC.
PROJECT NO. 18087.001
SHEET TITLE
GARAGE - THIRD
FLOOR POST-TENSION
& MILD REINFORCING
PLAN
SHEETNUMBER
S-203GPT
ISOMETRIC - LOOKW G EAST