HomeMy WebLinkAboutS-203MT - OFFICE - THIRD FLOOR MILD REINFORCING PLAN - TOP'L
�� ,
H -
/
� _... .,. _ . _ _ _
F.7 r -- --
F �;
F.3 }- - -- — �
� �� /
�s` b. v � / / /
l �`�d, �
�i'* /
� X � 1
� — �
� �
\
� �
\ �
\
� �
� � 0#6x1�'ti"�i1 � �
�� �
/ / °�
/ �/ � �
9�
gy'
/ ' � _ __-___-_. _____
0
-�_ ___. __ .__
' 6#6e18'0"lT)
__ — — ----__---_— . —
o_� '
�
�
u
�
u
=�
5 N6eG6"l�)
N1_
k5 AT 2a
E
u
m
o y
I
�
I — — — — — — — — — — — - 6#6x]'6"(T)
t I pfix12'_0"AT24"O.G(T)
u
� Bitbxl2'8"(T) � .
6#6x13'6"(T) m �- �
�
m:
y :
, : 3'-0"WIDE
� POURSTRIP
�'
� / . �/ / . �/ i
'p\
,,.�..,,..
tt
N
=i
,i,..
S" %
J
m
y
�T�
5 #6x13'0"(T)
� p6x18'0"(T)
� X �
� _ �
a�f
"u„'(I) � #5x9'-0'.AT19"O.C(T)
� RADIALLVATSLABEDGE
/ j � #5x8'-0'• AT 18" OA (T)
� � RADIALLV AT SLAB EDGE -
/.,
% � /. u y
�; r' � z � A
�, ;'`� a �
\l� � x�.s�T y tl #x�•6`51
1 1
� � ,'_.
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
CityofCarmel FLOOR MILD-REINFORCING PLAN - TOP
��
`��¢m�' lamn�Ml1 �
onrE: 09/19/19
� r
_ �\. %
� X
it \
_ 6 #6x]'0"(�
c
i
6 fl6x6'0"(T)
t��
��
s us.e�o�cT�
v
�
�
�� 6 d6x8'0"(T)
6
i
��
� �'
3'-0" WIDE
POURSTRIP
9 #6x18'0"�7)
L —
m
� �
I X I
� �
#6Xi1'-0'•@2a" O.C.
BTWN COLUMN BARS J
rn
� w
y'
� 6#Bx16'6"(T) _
I
_ _ _ . — 3 �#6�x4'0"(Z�_
1- - '/#Txi6'6"i1) �'ii
n
I
� =�
'� 9#8x1�F"(T) ,
�— -- — _ __-------- __ _
x
�
I
_____ ._.__ —r
tt�m_o.@za�� o c.
BTWNCOWMNBARS —
i �1 � ' . I � �1
#6Xi1'-0'•@2A" O.C.
BTWN COLUMN BARS
#6X11'-0"@24" O.C.
BTWN COWMN BARS
J I 5 fit�* 11
mj
4
#6Xi1'-0'•@2A" O.C�
BTWN WLUMN BARS ..
�02'
I
l
--------------�---------------
I
I
I I
I I
— _ — _ — _ — _ — _ — _ — _ �I_ — _ — _ — _ — _ — _ — _ — _ — _� _ — _ — _ — _ — _ — _ — __
I I
l l
I I
I
I
I
� �
� L
- �� .^
(8) pA BARS,
CONL Q)
�r
MILD REINFORCING PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEE GENERAL STRUCTURAL NOTES (5-100), iYPICAL
FRAMING DETAILS (5-601), AND TVPICAL MASONRV DETAILS
(5-�01) FOR ADDITIONAL INFORMATION_
2. VERIFYALLDIMENSIONSANDELEVATIONSWITHTHE
ARCHITECTURAL DRAW INGS.
3. POSLTENSIONED TENDON LAYOUT SHALL BE PER POSL
TENSIONED FRAMING PLAN.
4. CONTRACTOR IS RESPONSBLE FOR THE DESIGN AND
STAGING OF ALLSHORING AND RESHORING. SHORING
PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE
REMOVED 11NTIL CLOSURE POl1R CONCRETE HAS REACHED
SPECIFIED STRENGTH.
5. STRUCTURALSLABTHICKNESSANDTOPOFSTRUCTURAL
SLAB ARE SHOW N ON PLANS.
6. COLUMN OR WALL OVER-POURS MTO POSLTENSIONED
SLABS SHALL NOT BE GREATER THAN 1/Y' MAXIMUM.
REMOVE ANV EXCESSNE WLUMN OR WALL OVER-POURS
PRIOR TO PLACING REINFORCING BARS AND POSL
TENSIONED TENDONS.
�. DO NOT INSTALL DRILL-IN ADHESIVE OR EXPANSION
ANCHORS IN THE POST-TENSIONED SLAB. DRILLING INTO
POST-TENSIONED SLAB WITHOUTAPPROVAL FROM THE
STRUCTURAL ENGMEER OF RECORD IS NOT PERMITTED.
ALL BWLDING SVSTEMS: MECHANICAL, ELECTRICAL,
PLUMBMG, FIRE PROTECTION SHALL PLACE DUCTS,
CHASES, PIPES OR PIPE SUPPORTS, CONDU IT SLEEVES
AND HANGER INSERTS, ETC INTOTHE POST-TENSIONED
SLAB PRIOR TO POURMG THE GONGRETE.
8. ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB IS
POURED IF APPROVED BV THE STRUCTURAL ENGMEER
AND COORDINATED W ITH THE GENERAL CONCTRACTOR.
9. PROVIDE #5 AT 48" O.C. RISER BARS FOR TOP MILD
REMFORCEMENTSUPPORT.
10. PROVIDE 1" CLEAR FOR ALL BOTTOM AND TOP MILD
REINFORCING.
11. AT DROP BANDS, SPLICE BOTTOM STEEL AT WLUMNS 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
REINFORCING.
14. REFER TO DETAIL4/5312 FOR REMFORCING AT KNOCKOUT
PANELLOCATIONS.
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
317-324-6024
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
SHEETISSUE
1 Issued for C
O6/21/19
r�, RAT I O
wmuuwrnancerxicr�rtccruw��rno�nainccwnacwminaicaw�nincanrio�nce
OSF �ISSFIAINdiION OP fUPI�ICdiION I� V�FF W�F\NRH Wi PP�IOP� PIiiM CONSFNi OF PAi�Op
WEqFlGLLYRE5ER4EC.
PROJECT NO. 18087.001
SHEET TITLE
OFFICE - THIRD FLOOR
MILD REINFORCING
PLAN - TOP
SHEETNUMBER
S-203MT