HomeMy WebLinkAboutS-202MB - OFFICE - SECOND FLOOR MILD REINFORCING PLAN -BOTTOM�
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RELEASED FOR CONSTRl1CTI0N
s�e;e���o�om,��a��e.�«a��re9��a��a�= D FLOOR MILD—REINFORCING PLAN
of Sla�e antl Local Codes
City of Carmel
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onrE: 09/19/19
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5-602
WM.BARS(B�
MILD REINFORCING PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEE GENERAL STRUCTURAL NOTES (5-100), TYPICAL
FRAMMG DETAILS (5-601), AND TVPICAL MASONRV DETAILS
(5-�01) FOR ADDITIONAL MFORMATION.
2 VEPoFVALLDIMENSIONSANDELEVATIONSWITHTHE
ARC W TECNRAL DRAW INGS.
3. POST-TENSIONED TENDON LAVOUT SHALL BE PER POST-
TENSIONED FRAMING PLAN.
4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
STAGING OF ALL SHORING AND RESHORING. SHORING
PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE
REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED
SPECIFlED STRENGTH.
5. STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ARE SHOW N ON PLANS.
6. COLUMNORWALLOVER-POURSINTOPOST-TENSIONED
SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM.
REMOVE ANV EXCESSNE COWMN OR WALL OVER-POURS
PRIOR TO PLACING REINFORCING BARS AND POST-
TENSIONED TENDONS.
]. DO NOT INSTALL DPoLLIN ADHESIVE OR EXPANSION
ANCHORS IN THE POST-TENSIONED SLAB. DRILLING INTO
POST-TENSIONED SLAB W ITHOUTAPPROVAL FROM THE
STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED.
ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL,
P W MBING, FIRE PROTECTION SHALL PLACE DUCTS,
CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES
AND HANGER INSERTS, ETC MTO THE POST-TENSIONED
SLAB PRIOR TO POURING THE CONCRETE.
8. ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB IS
POUREDIFAPPROVEDBVTHESTRUCTURALENGINEER
AND COORDINATED W ITH TH E GENERAL CONCTRACTOR.
9. PROVIDE#5AT48"O.C.RISERBARSFORTOPMILD
REINFORCEMENTSUPPORT.
10. PROVIDE 1" CLEAR FOR ALL BOTTOM AND TOP MILD
REINFORCMG.
11. AT DROP BANDS, SPLICE BOTTOM STEELAT COWMNS AND
TOP STEEL MID-SPAN PER LAP SPLICE SCHEDULE.
12. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED
FOR STAIRS, GUARDRAIL, CURTAIN WALL, W INDOW
WASHING ANCHORS, ETC.
13. REFER TO BEAM SCHEDULE FOR ADDITIONAL
REMFORCING.
14. REFER TO DETAIL 4/5312 FOR REMFORCMG AT KNOCKOUT
PANEL LOCATIONS.
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�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
31 73 24-60 24
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 O6/21/19
SHEETISSUE
1 Issued for C
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�E��F��«.aESEa�E�
PROJECT NO. 18087.001
SHEET TITLE
OFFICE - SECOND
FLOOR MILD
REINFORCING PLAN -
BOTTOM
SHEETNUMBER
S-202 M B