HomeMy WebLinkAboutS-301 - TYPICAL FOUNDATION DETAILSRELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
�i
`��¢m�' lamn�Ml1 �
onrE: 09/19/19
CONC. SLA6,
SEE PLAN
�T/SLAB EL
SEEPLAN 1
5'-0"
- il4AT1Y'O.G p._6.
W/ (2) #4 SUPPORT
T
' ELEVATOR SILL ANGLE BV
ELEVATOR
MANUFACTURER.
COORDINATE SIZE AND
LOCATION WITH ELEVATOR
MANUFACTURER.
REFERTO
FOR REINFORCING
SEE PLAN
;2 TYP. ELEVATOR ANGLE SILL DETAIL
�,.... s�an� :� r. _ �._o..
NOTES:
1. IF PIT FLOOR IS POURED PRIOR TO W ELL HOLE OR CASING INSTALLATION,
PROVIDE A Y-6" x Y-6" BLOCKOUT IN THE PIT FLOOR. FlLL W ITH CLASS "C"
CONCRETEAFTER HVDRAULIC CVLINDER IS IN PLACE BLOCKOUT SHALL HAVE�
A 3" x] 1/4" KEVWAV CONSTRUCTION JOMT AROUND THE PERIMETER. PROVIDE
#6 x 5'-0" DIAGONAL CORNER BARS (TOP & BOTTOM ) IN THE PIT FLOOR AT THE
BLOCKOUT.
2. PROVIDETWO6"x6"BLOCKOUTSINPITWALLSFOROILSUPPLVANDELECTRICAL
SERVICE. COORDINATE LOCATION WITH ELEVATOR EpUIPMENT SUPPLIER.
3. STEEL LADDER SHALL EXTEND 4'-0" ABOVE FlRST LEVEL ELEVATOR DOOR SILL
ELEVATION. COORDINATE LOCATION WITH ELEVATOR EpUIPMENT SUPPLIER.
NOTES:
1. PROVIDECORNERBARSASSHOWN,
MATCH HORIZONTAL WALL
REINFORCING (SIZE AND SPACING)-
SEEGENERALSTRUCTURALNOTES
FOR LAP SPLICE REpUIREMENTS.
2 TERMINATEHOPoZONTALWALL
REMFORQNG 2" QEAR FROM END OF
WALL (TVPICAL UN.O.)
WALL REINFORCING
(SEE WALL SECTIONS)
0" TVP.
WALL REINFORCING
(BOTH FACES)
��
�L CORNER BARS (SEE NOTE 1) LS
LS = LAP SPLICE, SEE SCH EDULE
9' TYP. CORNER REINFORCING
'..... fr'.A1 i 1/2•• - �•-0••
8" 5'-9" 8" 7l3,CONT.AROUND
� � � PERIMETER
3 i!4 X 9'-0• 2' - 0" .
HILTI HIT HV 2001NJECTION
CENTERED .-4"TYP. ADHESNEANCHOR�EMBED
ONELEVATOR 3'-4"LAPSPLICE , ��p^ppEMOLDEDJOINT =3VY'),ORAPPROVED �
DOOR (T�P1 MATERIAL(SEAL) EpUIVALENT
OPENING . SLAB ON GRADE SLAB ON GRADE, �.
SEE"TYPICALELEVATORSILL PERPLAN
� ANGLE DETAIL"12/5301 FOR SEE PLAN
�pI _ � SILLSUPPORTANGLEREpTS
� �� d5ATiPOC -:
. � __
� (TVP) '
o � - . : BENTONITESTRIP 6"MIN.COMPACTED
� WATERSTOP (TVP ) (98% MAX. STD. DRV
"' it5 AT i6" O.C. DENSITV FREE DRAINMG
(Typ,) .... GRANULARMATERWL
rc :� �� �....... (TVP.))
U ;� �� 3• CLR.
' • I . . . . . .
N tt
U I
�
,3 E�EVATOR PIT SECTION
�,....5.'�, ; ,�2.._,._Q..
#6 AT 9" O.C. T8B EW.
STOP
LAROUND)
EXCAVATION �
LIMITS (SEE NOTE 1)
BOTTOM OF FOOTING
ELEVATION PER PLAN
PROPOSEDGRADE
'
FOOTING
1
COMPACTEDENGWEEREDFlLL 2 0
�
SUITABLE BEARING MATERIAL
NOTES:
1. DEWATEREXCAVATIONASREpUIRED.
2. W IDTH OF EXCAVATION SHALL E�UAL
W IDTH OF FOOTING PLUS DEPTH OF
UNDERCUT�W=6tD)
5' TYP. FOOTING IN UNDERCUT AREA
�... sani ;' r. _ �._o..
BARSTOBESAME
SIZE AND SPACMG
AS FTG.BARS
1 6. -.�.
TIFTG. EL � � �
SEE PLA�' p /
/
_ Y-6"LAP -
��
2
s TYP. STEP FOOTING
��, ; ,�.._,._o..
RIGID INSULATION AND
SEEPLANSQE TOP WATERPROOFlNG
SOIL, PAVEMENT,
WALKS,ETG.)
--�__._._. _
:�.�.
1Y'COMPACTED
IMPERVIOUSFlLL SEE
SPECIFICATIONS. `..,I
LME OF EXGAVATION �� �y `'
PER OSHA
RE�UIREMENTS I I I Y�' �`
�. �
COMPACTED �� I-I I i
GFANULAFFlLL,SEE �� I I I -
SPEQFlGATIONS �� � �
- y �� �
�. I I . ; ....
= ��E�
1'-6"MIN.
JOON PLF
� T/FTG.EL.
SEE PLAN
SEAL TOOLED JOINT (SEE NOTE 2).
JOINT TO BE TOOLED W HERE
FLOOR IS NOT COVEREq FlNISH
SpUARE FOR RESILIENT TILE COVER
- CONSTRUCTION JOINT WI il4" x
4 VP' x 4 VY' PNA DIAMOND
DOW EL PLATES AT 18" O.C.
- CONCRETESLA6,
SEE PLAN
� � TISLAB EL.
SEE PLAN
I� I ����Il���lll���lli I,� I
�- VAPORRETARDER
COMPACTEDSUBGRADE � 6"(MIN.)0.EAN,FREEDRAINMG
GRANULAR MATERIAL PER
GEOTECHNICAL ENGINEERING
REPORT
NOTES:
1. INSTALL PNA DIAMOND DOWEL PLATES PER MANUFACTURER'S
RECOMMENDATIONS.
2. PRIOR TO SEALING JOINT, PREPARE JOINT PER SEALANT
MANUFACTURER'S RECOMMENDATIONS.
3. CONSTRUCTIONJOINTSSHALLONLVOCCURATLOCATIONS
INDICATED.
4. APPLV LIpUID BOND BREAKER W FULL DEPTH OFJOMT.
; TYP. SLAB ON GRADE CONSTRUCTION JOINT
',�. s�ani ,� r. _ �._o..
31i6"-il4"-.
SAWCUTJOINT,FlLL ¢i
W ITH SEALANT � d - CONCRETE SLAB,
w SEEPLAN
p � T/SLAB EL.
- S see P�nN
/ I Y-6"LAP � ' " �� VAPORRETARDER
r COMPACTED SUBGRADE � 6" (MIN_) CLEAN, FREE-
DRAINING GRANULAR
NOTE: MATERIAL PER
1. MAINTAIN2T01RATI0 GEOTECHNICALENGINEERING
REPORT
2. D= 1'-0" M IN
3. L=2D NOTES:
1. SAWCUTJOINTASSOONASPOSSIBLEWITHOUT
RAVELING THE EDGE OF CONCRETE.
2. PRIOR TO SEALING JOINT, PREPARE JOINT PER
SEALANTMANUFACTURER'SRECOMMENDATIONS.
.. NON-WOVEN FlLTER
FABRIG SEE
SPEQFlCATIONS
COMPACTED
DRAINAGE
FILL (#8 STONE), SEE
SPECIFlCATIONS
WASHED k8 CRUSHED
STONE
- FOUNDATION DRAIN,
SEE CNIL DWGS FOR
SIZEBINVERT. SEE
SPECIFICATIONS FOR
TYPE OF DRAIN.
�
� SLAB ON GRADE
'� VARIES-ATAMINIMUM,
TOP OF PIPE MUST BE
AT OR BELOW TOP OF
SLAB.
- FOUNDATION WALLAND
FOOTMG PER PLAN
2 TYP. SLAB ON GRADE CONTRACTION JOINT
�`,. 5�'.A1 ,' 1.. _ �. Q..
�
F
'
r'
H
H
CONCRETE SLAB
SEE FOUNDATION PLAN
zQ
Oa
��
a•
' wM
-1 � °
ir��. �
oa
a
� �? � CONCRETE
� ' o -� SLAB, SEE
FOUNDATION
PLAN
NOTE:
COORDINATE LOCATION AND SIZE
OF PIT WI PWMBING CONSTRUCTION
„ TYP. ELEVATOR SUMP REINFORCING
�.., fr'.A1 i 3/4•• = 1• �••
���=i i I�- I l�-11 I= � �� I--f I1-T ��'
-� A � �- -i -� � �-�
� . _
� �r
o�
Y 0" (TVP.) �: ' .
� � � . . � FOOTING _
1"xP'SHEARKEV � I 1•-0•'
� TYP. WALL BACKFILL & FOUNDATION DRAIN
��, ; ,��.._,._o..
-�li i ifl-�111 �� 1..1-1�1 Ii i�l I--�.
- ' - FOOTING
2•_�•ITVP) � - . . j
���III���� �
�
I
I I I �o
III-III-I
_ :� .;�.. .. .. _ :�.�
PIPE UNDER FOOTING���
TYP. UNDERGROUND SERVICE PIPE DETAIL AT
e', WALL FOUNDATION
� fr'�, ; „8.. _ ,._Q..
� #3 AT 12" O.C.
AROUND PERIMETER
� HOUSEKEEPMG PAD, SEE
6., ARCH. �RAWINGS FOR
Q LOCATION
w
O Z
W M
NOTES:
1. CONTRACTOR-VERIFVLOCATIONOFTHEHOUSEKEEPING PADS
W ITH THE PROCESS DRAW MGS PRIOR TO POURMG CONCRETE.
2. CONTRACTOR-VERIFVREpUIREDSREANDHEIGHTOFTHE
HOUSEKEEPMG PADS WITH THE SELECTED EQUIPMENT
MANUFACTURER PRIOR TO POURING CONCRETE.
,o , TYP. HOUSEKEEPING PAD
�.., fr�1 i 1.. _ �. Q..
GRATING PER ARCH. DWGS
� �4,#5u
SHAPED BAR EACH WAV
"' "' '2" O.Q EACH WAV
VDBOTTOM
1
1
STORM,SANITARV
WATERLINE ETC
STEEL SLEEVE WITH 1I2 WALL
THK EXTEND52'-0"BEYOND
EACH EDGE OF FOOTING
�'.
SEAL ENDS OF SLEEVE W ITH
MERT COMPRESSIBLE � �i
MATERIAL TO KEEP GRAVEL
FROM ENTERING THE GAP
THAT ALLOWS
FOUN DATIONS TO SETTLE
1" GAP ALL AROUND TO ALLOW FOR'
SETTLEMENT OF FOUNDATIONS
SECTION A
NOTES:
1. COORDINATE THE USE OF THESE DETAILS
WITH THE UNDERSLAB PIPING CONTRACTOR.
2. IF THE TOP OF THE SERVICE PIPE IS 2'-0"
(OR GREATER) BELOW THE BOTTOM OF
THE FOOTING, STEEL SLEEVE IS NOT
REpUIRED.
3 TYP. SLAB DEPRESSION DETAIL
�`,. 5�'.A1 ,' 1/2.._ �. Q..
2'-8" WALL,SEEPLAN WALL,SEEPLAN
i `
"- FLOOR SLAB -. .
� �. ,
B"(SIM�
��� ISOLATIONJOINT-
1/2"PREFORMEDJOINT pERIMETERCOWMN
MATERIAL
IB„ COLUMN BLOCKOUT
FLOORSLAB �. SECONDARYPOUR �
CORNER COWMN
S TISLAB
.-.-.
FLOOR JOINTS
SEE PLAN
- ISOLATIONJOINT- T/PIER
VY'PREFORMED � T/FTG
� �� JOINT MATERIAL ,
- 1/P' PREFORMED
��"� - FLRJOINT , JOINTMATERIAL
� � �` FOOTING �, ATTACH TO SLAB
\
•B•
�`� FLOOR SLAB -
NOTES:
1. WF COLUMN SHOWN FOR ILLUSTRATION ONLV, TUBES,
PIPES AND OTHER STEEL SHAPES MAV BE USED PER
PLAN REpUIREMENTS.
2. SEESLAB-ON-GRADEDETAILSANDPLANSFOR
CONSTRUCTION AND CONTRACTION JOINTS.
3. NOMINAL DIMENSIONSARE INDICATED FOR BLOCKOUTS.
U.N O.ON PLAN, CONTRACTOR SHALL ADJUST BLOCKOUT
DIMENSIONS TOACCOMODATE COLUMN BASE PLATES
AND GROUTING PROCEDURES.
4 TYP. COLUMN ISOLATION JOINTS
... 5�'.A1 ,' 1/2.._ �. Q..
♦ 2, �
�' FLR
� JOINT
INTERIOR COLUMN
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
StructuralEngineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
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 Ofi/21/19
OpVI� Tq`
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*/ No. �,*z
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SHEETISSUE
1 Issued for Construction
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PROJECT NO 18087 001
SHEET TITLE
TYPICAL FOUNDATION
DETAILS
SHEETNUMBER
S-301
11/4x11/4x1/4STEELANGLE -
W/ 1/2" DIA. x 6" HEADED STUDS
@ i6" O.C. (HOT-DIP GALV.)
B/ELEVATOR PIT
PER PLAN