HomeMy WebLinkAboutS-201 - OFFICE - FOUNDATION _ SLAB-ON-GROUND PLANi 8.5 .
3 5��
�� ���
H��- ��----
G;
F_7 M
,F.
F.3 �-
� _ ___ ...��� _ _ __. __ -__ _ I I � ''. �
_ _ _ _ _ _ _ . _ . _ Z I ... L i. I "" � PLACE SLAB CO 4 . 6- - -
� � •""__ �� � L-�_ �,
�i � � . �I �� � ..._
DOOR _ _ L -'
♦ � �5302 o i � � � �
� ' ' TS1.5 � � WF2
" I I NTROL
�9v2 `�r Fg � gg �� JOINTS AT 12'-0' O.C. MAX.
�� � � , /� _..I _ • � SEE NOTE iT', II
, � �� � �- -� ��� �� � � , F10(9]'-0) � �
� � � �I � ': ��� ���i.�m -•"'"""., C ) �. F11 C96' 0 ) Y _ 30"STAIRTOWER ��-�I � � ��3 .
/ X � � �
/ ' - - F12 99• 0•' � . FS
F115-�. / �/� 9 ��/ ' \� I I I��ilu� -_-_- � '__-�.-F12199•_�•) `r- �---� � . :�� BASESLAB I I I{ . . . . _ .
/'
1 r- -
v L - __ _ J F11 99• 0" I I / _ _ _ - _- p _ - - L � _ - -�_ .
� O SEENOTE �` IIf
, i � 2 O i L ' � I I r _ . - _��- __ � �I ILWF2 � �
� ��.�^ � � '�],TVP � _____ .
II -
___1_-_ �� __� .
� � , I I �------ - - -.
\/ ' � I - -- I 0- � � - �
I I ��5t5�J ---
� � � � � I I ��i I �... T/SLAB E�.�' .
_ ._ -. _____.. _ �___-�___-- -_- I .
I
I� I� I v --��-_--_-____- _ I , . . L - -21/8
- -__ I� � I . A.
2. .
I
� �
___ � � � � �--I � �
_ �
_
___ I ' 95 0 � ,. � 6 I .
I�
TYP I I
� I I, 1
... saoz � I I '
I I'
F9 � �' F12(99• 0•') i F12(89"0) � _�--1 �, .� _ __ _ ._i ___
i
�--�_-� -�-- -� F10 _.�-� � ��� � � I -___ __ -__�__� ._�_ - �_ �_ ______ �
� ,I ' ` _ - - ___ - i
I I I I i I � _ , _ .. _ _ _ _ _ - - - _ ' _
_ _ i . � � . - � � T - _ - - - - - _ _ _ - _ _ _ .. _
I I -1
1__ O . _ ;O __
I I I I , _ .- � �L _-- WF2
E : III . II '_""'I '�" '__"_"'IL' �' � I __ -_ � O ' � ..�0�.� �y F� 2 , -- --- F9 � .
'�I ___ . _ _ I ,
I N
� . � E.� ' �� �� � � � � /� � �� �� HSS8625X025POST� AT F9 '• � � g._3„
F9
� �i __ '. _� 3�•-�• _- - , _____ 80•-�•____________�1 ��
_ J I I �� I I DOOR 302�
L- J L- J_- / Pi.aar99-4)
/ aso°
� �; . /'., �------------ ----- 'r -
� �-F4 �______________________ -__
3�' -
--_-�� I
� � P133(99• 4•,)
D'.
/ ^ ,!
li
B�
,A�
I ili
I I
� ;�
�� �
F9- I 'I
I �- ,
I
� �
� '�
� '�
TYP � � , �
S� � i �
I I,
F9- I 'I'
- �
� �
I O I
I I
- J
I Ili
II I 1
AT .'S� _ I. _; � '_
DOOR r-11IY��i�,
I
� '�
I I
F9- I 'I
- 1
� �
I � I
I - J ��ti
^O
\ ^p'
� �
6.5
i RISQ� � � \ .._ _ _ _ _ . - _
F10
T1P. F9 � _
� F8.5- _ _ _ _ - , \ _
� i - _ _ _ _ _ _ _ _ _ _ _ - _ _ � . �
l , 3302 F8 WF2 -- _ __ __ _ � �_ �
' Fa- � - -�- - - - - - - ----- --- --- --__- -_- - :-_..----� _ .. � � \�.\
�a F,� ---- _- ----- -- -- _ -- ==- =_�_- -a I � J L '''I__ � ,�ti \�,\
r - - - � I � - ;°
'l I -_-__-__ --_ _ _ _-___i -_- i -T- �A.1 .
n J � \
---- - � i � l--',-J ��� �
QT �� 1a � ,
SEENOTE- I _ -- � -- ' i F10.5(95-0") J -_ T51.5_ �
,trvP.----------------1,_ _ - ----- --- I IL---- J F==-=-� �--------,, �---� '� ���� F
5 _
� . = r -, vz•� - ..
_ _ _ - - - � 30" ELEVATOR ! I .
_ -_-_ _. _ - _ -: �02' PITSLAB - �; I �... I .
- I F12(99• 0•') -
� � y � � -
, I 6, - N� I ; �
q TVP q �I I 9, � �
I \\ F11 (99'-0") � -
� �I � 5302/_ - .... I � r
SEE NOTE � �O
_ �� I 17TYP �i . - yll TSiS JU � __�JI
� � �
. I I L
- _ �2
-� i m � .
� � __--__� i.00" _ � ///�/
I ��. I r___ `___-__- __ _ .�_ .NI �� - + .
� � �� - - � /i /
... �� � �- ; -1 � q, ��� ' � /, /
I
• �� � I � /i � ________
�, ; �
Hssa.ersxossPosr 5 1 ; 4 3 2' 1.2 ' 1'
�� : ; �� ' t I , � �
.
e'- + vr -
. I I
F12(99• 0"}.. F12(99•_0•') ', �g MARK WIDTH
� � � - -, _ - � F4 4• �•
I I I ' I r I F4.5 4• 6•'
I I I F5 5 0'
. .._"I.. � _' I' '__' __' _'_" I_' � I '_'_"' I � O' I FF65 6:0.
I � I I � � I ; I F6.5 6'-6"
I I I I F] ]o
L- F�.S 76•
J F8.5 8'-6'
L--_-J L--�' : I I :....z........000R
AT FS 8 0'
5302 F9 9'-0"
� �� � � �� �� � F9.5 9•-6•
� F10 10•0•'
� � PLACE SLAB CONTROL �� ,�� F10.5 10'-6"
JOMTS AT 12'-0" O.C. MAX. � � F11 11 -0"
SEE NOTE j2 i ' II II S 302 F11.5 11 -6•'
TVP.
F12 1Y0'
, , ; II � F6X15 6'-0"
F10.5(99'-0"), F10S(99'-0"), �, II I -F10
MARK W IDTH
�-__-� �-_`-� � �- WF2 20•
� � � � � �
i i a i i i I
� F � � O� MARK W IDTH
i i > i i i
I I I I I I TSi 5 1'-6"
L-r--J L---J L-
----�..-1-------
SEENOTEI ��... � ,
3i.TYP.� �y � � ' I I
. � I I . ��- 1 i12•'
� II . . _ . _ _ . I I I I . COLUMN:
5302. I , I I I � p��� DOOR H558625x02:
� � . . I ' II i 5302 �.
IL - - - - - - - - - - - - - � � . F11 M ARK CM 851ZE
- 30" STAIR TOW ER
�
BASE SLAB � � NOTES:
I �� __. I O I DETAIORCE ALL WALLS AS INDICATED IN SCHEDULE EXCEPT AS NOTES ON PLANS AND/OR
- -- �---�-----+---- - _ . - _,- � , �.
� � � � I I 2. PROVIDE A 1'-0" HOOK AT TOP OF ALL VERTICAL BARS. I 3'-0" MIN.
��4', o I - I 3. PROVIDE HORRONTAL JOINT REMFORCEMENTAT i6" O.C. (8" LAP), U.N.O.
L J
'2„
/ �
r--� �-- -� � �
�\
, ,
\ --
�_
350°<
��� -
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
- � . ��. . � .,, � � _ � PIT SLAB r � L � � I - . . _ _ T =
_ �
L
�
I I _ _ - I -
I i
I
�
� � �
I I I . I I , I , ' .
' � �1� � ...�� SEENOTE ' �- I � � N
� � � o o , � Q � ��-'r-� � �� � � -Ir� _ -�- -- . :
_'- � i 0 �.�_n L J
I I �_ � -� I I � � � � �� - �
,,.
"_. I
I -___" _ � I I �
� _ ___�."_-__ _ AT
� -J �� � I �'�,. I "I _- �. ___�--___- _"-__-__- I I , I ' �
2
- 11��TYR L - -r - � DOOR 5-302 � _
L J p�
� �
�
___ _____ _ � � � !- _
L J - ..- . �\S- L--�,, --�--saoz��' �' n' .-.='== II `---- ------- -- III s-aoz� I�
� L - TYP _ _ _ II
I I � �., - -
' � � � � -4 ris�ne e� - - - - - - - = - � -1 L - - - --__ ��. _ - - _ _zs� s �_i��._ .. �_�t I I � , . Fss ( ss-la� ) Fe
r �- - �1�� � _ _ _ -
� �� _-- - - - � � - �
I I� F���ee•-o) �.�-- ��- '�'�._----�-�- � "�'I.� I � �.�"� �
-_-----, _
I ss o �I -7 - �
� I
F9 �. -- I I 30"ELEVATOF . �- T515 L �
�
� '�i
IL- -- I ' I _
__ I'
24. _ 9.
� �-
- --� � �- ,---
F8 - - F9
1
5302'
TYP.
3• O•� ��,.._i 20• O•
�I�_ �'�
� 8 7.9 ;
i o i �'�
� i
- _. �
wFz - -
I�____________ 1050°
3• 0•' . 24• 9•
. �,�- �I� ' �
7.1, 7 6.71 6 '
�, � �
�r
�ATION / SLAB-ON-GROUND PLAN
5 0"
5 6"
B -�•
6 6•
� �•
76•
8 �•
6 6•
B �•
9 6•
10 0'
10 6'
11 0'
11 6'
120'
FOUNDATION PLAN NOTES
Q INDICATES NOTE REFERENCED IN PLAN
1. SEE GENERAL STRUCTURAL NOTES (5-100), TYPICAL
FOUNDATION DETAILS (5301), AND TYPICAL MASONRV
DETAILS (5401) FOR ADDITIONAL INFORMATION_
2. TISLABELEVATION=+100'-0"UN.O.
TIFOOTMG ELEVATION =+9T - 0" U N O.
3. SEE SITE PLAN FOR ALL FINAL GRADE ELEVATIONS. REFER
TO THE CIVIL DRAW MGS FOR THE EXACT ELEVATION FOR
THEFINISHFLOOR. ELEVATIONSSHOWNONTHE
STRUCNRAL DRAW INGS DO NOT ESTABLISH THE EXACT
ELEVATION OF THE BUILDING W ITH RESPECT TO SEA
LEVEL.
4_ FX (X X) OR W FX (X X) DENOTES FOOTMG MARK AND
ELEVATION, SEE FOOTMG SCHEDULES.
5. TSX (X'-X") DENOTES THICKENED SLAB MARK AND
ELEVATION SEETHICKENEDSLABSCHEDULE.
6. ALL EXTERIOR FOOTINGS ARE TO BEAR A MINIMUM 3 0"
BELOW FINISH GRADE.
]. ALL FOOTMGSARE CENTERED BENEATH BEARMG WALLS
AND COLUMNS UNLESS NOTED OTHERWISE.
8. DENOTES FOOTING STEP W ITH
`�.. T/FTG X'-X" T/FOOTMG ELEVATIONS. STEP
7 T/FTG-X'-X" FWTINGSASSHOWNANDASREpUIRED
TOAVOID INTERFERENCE'S W ITH OTHER
TRADES, SEE DETAIL 6/5301
9. FLOOR SLAB SHALL CONSIST OF A 4-INCH CONCRETE SLAB-
ON-GROUND OVER 4-INCHES OF GOMPAGTED AGGREGATE
FlLLAND A 10-MIL VAPOR RETARDER. REINFORCE SLAB
W ITH SYNTHETIC FIBERSAS INDICATED IN GENERAL
STRUCTURAL NOTES.
10. MAINTAINSLABTHICKNESSESATALLFLOORSLOPESAND
DEPRESSIONS.
Qi AT RE-ENTRANT SLAB CORNER CONDITIONS, PROVIDE (2) #4
x 4'-0" LONG AT 3-INCHES O.C. PLACED 2-INCHES CLEAR
FROM CORNER, CENTERED IN SLAB, iYPICAL.
Q2 SAWCUTORWETCUTCONTRACTIONJOINTSINSLABSAS
SHOWNONPLANS. WETCUTSARETOBEMADEAFTER
FINAL FLOATMG W H ILE CONCRETE IS STILL PLIABLE. SAW
CUTS ARE TO 8E MADE AS SOON AS PRACTICAL AFTER
FINAL HARD TRO W ELING BUT MUST BE COMPLETED W ITH IN
2-HOURS OF FINAL TROW ELMG.
13.GENERALCONTRACTORMAYSUBMITALTERNATE
CONSTRUCTION I CONTRACTION JOINT PLAN TO
ACCOMODATE CONSTRUCTION. APPROVAL IS REQUIRED
ON ALTERATE PLANS PRIOR TO CONSTRUCTION.
14 ALL FLOOR SLABS SHALL CONFORM TO THE FOLLOW ING
ACI F-NUMBER REpUIREMENTS:
SPECIFIC OVERALL VALUE: Ff 30 / Fl 20
MINIMUM LOCAL VALUE Ff 15 / Fl 10
15 X` DENOTESMASONRVWALLTVPE SEESCHEDULE
ON TH IS SH EET.
16 THE FOUNDATION SIZES SHOWN ARE BASED ON AN
ALLOWABLE BEARING PRESSURE OF � 000 PSF ALL
FOOTINGS SHALL BEAR ON SOIL IMPROVED BV THE
INSTALLATION OFAN AGGREGATE PIER SVSTEM DESIGNED
AND INSTALLED BV A SPECIALITV FOUNDATION
CONTRACTOR. AGGREGATE PIERS SHALL BE INSTALLED TO
SUPPORT COLUMN AN� WALL FOOTWGS ONLV.
AGGREGATE PIERS ARE NOT REDUIRED TO SUPPORTTHE
SLAB ON GRADE UNLESS NOTED OTHERWISE.
QRECESSEDSLAB-SEEARCH.owcS.
FYJ:i�ilUYQU IL` [�RYN9qQ�1�=
1 6' S #5 5 #5
1 6' ] p5 ] p5
1 9" 8 #5 8 #5
1•9•' ]-p6TOP&BOTT. ]-p6TOP&BOTT.
2'-0" 6-#�TOP&BOTT. 6-#�TOP&BOTT.
�-o. �.#�TOP&BOTT �.#�TOP�BOTT
2'3" 6-keTOP&BOTT. 6-keTOP&BOTT.
Y3•' ]-pBTOP&BOTT. ]-pBTOP&BOTT.
2'-6" 10-#�TOP&BOTT. 10-#�TOP&BOTT.
Y6•' ]-#9TOP&BOTT. ]-#9TOP&BOTT.
2'-9" 12-#�TOP&BOTT. 12-#�TOP&BOTT.
29' 8-#9TOP&BOTT. 8-#9TOP&BOTT.
30" 9-#9TOP&BOTT. 9-#9TOP&BOTT.
30" 10-#9TOP&BOTT. 10-#9TOP&BOTT.
33" 11-#9TOP&BOTT. 11-#9TOP&BOTT.
33" 9-#10TOP&BOTT. 9-#10TOP&BOTT.
26 6 keTOP&BOTT. 16-#BTOP&BOTT.
�
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
StructuralEngineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317 324-6024
Mechanical / Electrical Engineer
Heapy Engineering
3850Priont Wa S.Dr#204
Y Y
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
h
�
� r� �� .
r�, RAT I O
wP��< <E� a �E���,�.rv���rv�rv���„vrv�s��rv�rvF���
Os&,�"as °oo.�°�°o�'°'."aF�F`"�R�o�7Pa°oa°�a.F���aF.o°°'."o°
��F�,LL.a�a,� ��„va��oF�P��,.��om��vsE���a.
PROJECT NO. 18087.001
SHEET TITLE
OFFICE - FOUNDATION
/ SLAB-ON-GROUND
PLAN
SHEETNUMBER
S-201