HomeMy WebLinkAboutS303- FOUNDATION SECTIONS AND DETAILS�
a
N
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:���\i 1�.rvalMa=� .
DATE: O$�Z4�ZO
#5 CONT 8„
i74 @ 12" OC
2. 0..
��
GRANULAR FlLL
WATERPROOFING
(SEE SPECS)
#5@12"OC� 2"CLR
SILL ANGLE W HERE REQUIRED
BV ELEVATOR SUPPLIER
e�
HOISTWAV
#5 @ 12' OC EW, T8B
�,_p..
SELF EXPANDING a
STRIP WATERSTOP U
T/PIT
PER PLAN
�� • •
k5@12"OC �
HOOKED DOWELS U
CONTRACTOR NOTE: BRACE PIT WALLS UNTIL
FLOOR SLAB IS CAST AND HAS ATTAWED ITS
28-DAV COMPRESSIVE STRENGTH
TYPICAL ELEVATOR PIT
IV. I S.
!:W
T/WALL ��
PER PLAN
WATERPROOFING
(SEE SPECS)
k5@12"OC
SELF EXPANDING —
STRIP WATERSTOP
`�
HOISTWAV
CLR
� 12" OC EW, T&B
K
U
T/PIT
PER PLAN
as @ t r oc -
HOOKED DOW ELS �
CONTRACTOR NOTE'. BRACE PIT WALLS UNTIL�
FLOOR SLAB IS CAST AN� HAS ATTAINE� ITS
28-DAV COMPRESSIVE STRENGTH
OUTSIDE ELEVATOR PIT WALL
NOTE:
DETAIL SHOWN IS FOR MA%IMUM SUMP PIT DEPTH, D,
OF 2'-0". FOR DEPTHS GREATER THAN 2'-0", CONTACT
STRUCTURAL ENGINEER PRIOR TO FABRICATION OF
REINFORCEMENT. VERIFV LOCATION AND DIMENSIONS
OF SUMP PIT WITH ELEVATOR SUPPLIER AND
MECHANICALCONTRACTOR.
W ALL �
•
SELF EXPANDING
STRIP WATERSTOP
(4) CONT BARS,
MATCH TVP PIT o
SLAB REINF
FIBERGLASS GRATING COVER W ITH
100 PSF LIVE LOAD CAPACITV
Li-1/4x1-i14x1/4WITH1/8"xi"x 5" 11"
STRAP ANCHORS @ 1'-0" OC
(MINIMUM OF 2 PER ANGLE)
TVPICAL AT SLAB EDGES AT SUMP PIT.
W HEN SUMP PIT OCCURS AT CORNER OF
PIT, PROVIDE SHELF ANGLE
Li-U2x1-U9x1/4 BOLTED TO CONCRETE
W ITH 1/4 DIA EXPANSION ANCHORS @ 1'-0"
OC (MINIMUM OF 2 BOLTS PER ANGLE)
1-1/2" EMBEDMENT.
� SLAB / MAT
' �� STD 90 DEG HOOK, TYP
c �
� NOTE:
q•Typ $„ GALVANIZEALLSTEELEMBEDS
AND FASTENERS.
MIN
#5 LI BENT BARS @ 8" OC E W
TYPICAL SUMP PIT AT ELEVATOR PIT
IV.I.B.
CONT BARS �P CONT
SPLICE BARS
NOTE 4 —�
FOOTING �
PER PLAN 1 �
z
LAP CONTBARS
SPLICE
_
2H2(MAX) i
� ZH I hi• �••
�—'�'_�_
UNIFORMLY SLOPED BASE
CONT
FOOTING
PER PLAN
LAP CONT LAP CONT LAP
'LICE BARS SPLICE BARS SPLIC
1�
2
�x
�a
�
2H1 EQ EQ F O y 1'-0" MIN
��w
LAP w z z
SPLICE � Y
FyU
MIN zOF
rvores: BENCHED BASE
1. SEE PLAN FOR STEP LOCATIONS AND ELEVATIONS.
2. MAXIMUMSINGLESTEPHEIGHT=4'-0".
3. USE BENCHED BASE FOR MULTIPLE ADJACENT STEPS AND WHEN TOTAL ELEVATION CHANGE "H" EXCEEDS 4'-0".
4. AT CONTRACTOR'S OPTION, DOUBLE STEP MAV BE USED AS SHOW N WHEN SINGLE STEP HEIGHT INDICATED ON
PLAN ExCEEDS 2'-0". COORDINATE IN ADVANCE W ITH ALL AFFECTED TRADES.
� TYPICAL STEPPED FOOTING
SLAB ED6E OR OPENING PER PLAN
CJ PER PLAN
EQ S+ �
� c�R NOTE 1 =�U�,
U �
N\� ` i �
y
��
� #48ARx(OPENWG+3'-0")
AT SLAB MIO-OEPTH 11N0
(1) f14 BHR % 2• 6•• HT
�� SLAB MID-0EPTH UNO
o� WALLOPENWGS
G�� � �� ``�
`� � �o ♦
�1 \
NOTE 1
(1) #1 BAR x P-6" AT
SLAB MID-0EPTH UNO
� �
COLUMNPER
SCHEDULE
BASE PLATE PE
SCHEDULE
RE-ENTRANT CORNERS ADDITIONAL REINFORCING
NOT REQUIRED AT CJ
NOTES:
1. WHERETHEREISINSUFFlCIENTROOMTOINSTALLASTRAIGHTBARASSHOWNCENTEREDWITHEQUAL
LENGTH EACH SIDE OF THE REENTRANT CORNER, PROVIDE BAR W ITH A 90- OR 180- DEGREE HOOK
INSTALLED ON THE SI�E W ITH SHORTER EMBE�MENT.
2. FOR SLABS W ITH 2 LAVERS OF REMFORCEMENT, INSTALL ADDITIONAL REINFORCEMENT AT ELEVATION OF
TOP LAVER ONLV.
TYPICAL ADDITIONAL SLAB ON GRADE
REINFORCEMENT AT RE-ENTRANT CORNERS
I.S.
T/V
PER PLAN
WALL PER PLAN
EQ
L CJ
A�DITIONAL REINFORCEMENT
NOT REQUIRED AT CJ
���/�i�,����/ / / / / .
CONCRETE MFILL
ISOLATION JOINT PER PLAN
� SLAB PER PLAN
a F M ��� � x��
ANCHOR RODS PER � �? w
COLUMN SCHEDULE °� z O i
E W U f/l
w
� �
w �
a w
x
X �n U
Q w (n
w� ��
w
a z a
FU
Q
N a
� m
�` T/FTG
PER PLAN
U
FTG PER PLAN J
TYPICAL COLUMN ON PIER
PIER PER PLAN
REMFORQNGPER
PIER SCHEDULE
.��.
CARPORT NOTES:
COLUMN BV
SUPPLIER L TIFTG=T/ASPHALT-(0'-5")
2. PROVI�E (3) TIES @ 3" OC AT TOP OF EACH qRCULAR FTG.
3. COAT PORTION OF POST BELOW GRADE W ITH MASTIC.
4. SEEARCHITECTURALANDCARPORTSUPPLIERDRAWINGS
FORADDITIONAL WFORMATION AND DIMENSIONS.
CIRCULAR FTG
10"x12"x18" BLOCKOUT FOR
CARPORT CO W MN
INSTALLATION. COORDINATE
OPoENTATION OF COLUMNS
W ITH CARPORT SUPPLIER.
K
�U
SECTION
T/ASPHALT L��
PERCIVIL 1
��
�
a
w
0
CIRCULAR FOUNDATION AT CARPORT COLUMN
N T.S.
#4 @ 8"OC CIRWLAR T" ^"""
W/ 90 DEG SEISMIC HC
QRCULAR
(9) #1 LONGITUDINAL E_....
PLAN
CCORNERSTONE
�■
� �M�R CR\
■ STRUCTUREPOINT
nc
■ ii 3asaysseo .�i ...�„..n,�a�,ewm��om �
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
m.'" N0. \
q�11200647
9� STFTE Of /
�OSI��
CERTIFIED BY
ISSUANCE INDEX
DATE:
05.22.2020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
S303
Project Number 2019.00780
FOUNDATION
SECTIONS AND
DETAILS