HomeMy WebLinkAboutS302- FOUNDATION SECTIONS AND DETAILSQ
CONCRETE MRLL
SLEEVE FOR PIPE, P' DIA LARGER
THAN PIPE, CENTERED
WALL FOOTING SEAL VOID WITH PERMANENT
PER PLAN COMPRESSIBLE FILLER
TIFTG
i PER PLAN
SMOOTH RADIUS
TOOLED OR
3l4" CHAMFERED
EDGES
SLAB PER PLAN
1/2" EXP JT
MATERIAL
z
� iL � I • Ji
� � �
'� - d e� LEAN CONCRETE OR
FLOWABLE FILL, SAME WIDTH
� � 6 I � 6 AS FOOTING
� � OF PIPE
WALLFOOTING a
PER PLAN � � �
� �
U
1�
WALLFOOTING 2
PER PLAN
SEAL VOID W ITH PERMANENT
COMPRESSIBLE RLLER
PROVIDE (2) k5 x 4'-0" AT
PENETRATION,CENTERED
TIFTG
PER PLAN
� SLEEVE FOR PIPE, 2" DIA
LARGER THAN PIPE,
CENTERED
1�6" ' 7'-6" m
� OF PIPE
z
o �
� 6" (MIN) COMPACTED
CRUSHEDSTONEBASE
TURN-DOW N ALL 4 SIDES
1" CHAMFER TYP
ATCORNERS
�
[N�:i
#4 @ 12" OC
(MAX), TVP
�
EDGE OF SLAB J
CONCRETE MFlLL
COWMN-
PER PLAN
EDGE OF
SLAB
TYPICAL STEEL COLUMN ISOLATION JOINT DETAILS
N.T.S.
VERIFV DIMENSIONS WIMECH DWGS
ROUGHENSURFACE
TO 1/4" AMPLITUDE
rc PRIORTOPAD
o PLACEMENT
3/4" CHAMFERED
EDGES
SLAB PER PLAN
JOINT, TYP
FOOTING PER PLAN �
ANCHOR RODS PER COWMN SCHEDULE
ANO COWMN BASE DETAIL
FlLL WI WNCRETE
� ISOLATION JOINT
NOTES:
1. FOR COLUMNS PLACEO AFTER SLAB-ON-GRADE, SRE ISOLATION
JOINT AS REQUIRED TO ALLOW FOR BASE PLATE INSTALLATION AND
TIGHTENING OF ANCHOR RODS AND MAINTAIN NOT LESS THAN 4"
MINIMUM CLEAR BETWEEN COLUMN AND ISOLATION JOINT.
2 FOR COLUMNS PLACED BEPoRE SLAB-ON-GRADE, SIZE ISOLATION
JOINT AS REQUIREO TO KEEP ALL ANCHOR RODS W ITH W THE
ISOLATION JOINT AND MAINTAIN NOT LESS THAN 4" MINIMUM CLEAR
BETW EEN COLUMN AND ISOLATION JOINT.
3. FOR CIRCULAR ISOLATION JOINTS AT PERIMETER AND CORNERS,
ANGLE OF INTERSECTION BETVJEEN JOINT AND WALL TO BE A
MINIMUM OF 90 DEGREES TO PREVENT RETURN OF SLAB BEHIND
CIRCULAR ISOLATION JOMT.
VERTICAL FACE
OR TRANSITION
JOINT SEALANT
CCORNERSTONE
■■
�
� �M�R CR\
■ STRUCTUREPOINT
nc
■ ��3asaysseo.��,„,,,.��,,,��,,,ewm��om �
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
—a
U �
8 8• M
NOTES'. MIN MIN
L CONCRETE 28-DAV COMPRESSIVE STRENGTH =4000 PSI. MINIMUM.
AIR ENTRAINMENT = 6 % +/- 1 %
MAX WIC RATIO = 0 45
BROOM FlNISH SURFACE
2. PROVIDE SAW-CUT CONTROL JOINTS SPACED NOT MORE THAN 24 TIMES THE SLAB THICKNESS
CENTER-TO-CENTER, UNO. SEAL JOINTS WITH WEATHER-RESISTANT SEALANT.
3. SEE PLANS FOR OVERALL PAD DIMENSIONS.
4 COORDINATEEXACTLOCATIONWITHCIVILANDMECHANICALDRAWMGS,ANDE�UIPMENTSUPPLIER.
TYPICAL EXTERIOR EQUIPMENT PAD DETAIL
NTS
ISSUANCE INDEX
DATE:
05.22.2020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
Q
N
#6 DOWELS
� @ 12" OC
Z _s
rv�
NOTES:
1. SEE PLUMBING DRAWINGS FOR LOCATION AND SIZE OF PENETRATIONS.
2. �ETAIL SHOW N IS FOR MAXIMUM OF 12" DIA PIPE FOR LARGER SRE, CONTACT STRUCTURAL ENGMEER PRIOR TO CONSTRUCTION.
TYPICAL WALL FOOTING DETAIL AT PIPE / CONDUIT PENETRATION
PROVIDE ADDITIONAL REINF
TO MATCH WALL FOOTING
RE W F (LAP 24")
rv. i a.
#4 @ 12" OC (MAX)
EACH WAV AT MID-DEPTH
VERIFV DIMENSIONS WI MECH DWGS
ROUGHENSURFACE
� TO il4" AMPLITUDE
PRIOR TO PAO
� PLACEMENT
0
` 6x6-W 1 4xW 1.4 W W R
NOTE:
COORDINATE EXACT LOCATIONS W ITH ARCHITECTURAL AND MECHANICAL
�RAWINGS AND EQUIPMENT SUPPLIER.
TYPICAL HOUSEKEEPING PAD
N.T.S.
SEE ARCH DWGS FOR DIMENSIONS
�ALIGN PER
ARCH
r#4DOWELSx2'-0"@24"OC DRAWINGS
FlNISHGRADE� I WHERESIDEWALKOCCURS 1/2"EXPJTMATERIAL
SEE CIVIL DWGS INTERIOR SLAB —
6x6-W 1.4xW 1.4 W W R
FOR ELEVATION r PER PLAN
Id SLOPE� 4" SLAB
m — I p
z w
t O
¢ o �'
� zo
� =M
r O
r
a w�
w
� � �z��sBARs� .
0 CONT
¢
� FOIIN�ATION PER PLAN �
�
BACKFlLL WITH COMPACTED
CLEANGRANULAR
DRAINAGE FILL
RELEA5E0 FOR CONSTRIICTI�N PLATFORM
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
`v�:����i 1�.rvalMT�
DATE: O$�Z4�ZO
1/2"EXPJOINT ALIGNPERARCHORAWINGS
MATERIAL
SIDEWALK #4DOWELSx2'-0"@24"Oq
PER CIVIL WHERE WALK OCCURS
O
�w w TISLAB
PER PLAN
w p
w
�T/FTG EL
PER PLAN
FfG PER PLAN -�
I �#4DOWEL@24"OC
z6
• • N�
SLAB TURN-DOWN AT MAN DOOR
rv.i.a.
� +r
m: No.
q�11200647
9� STFTE Of /
�it4 @ 12" OC EACH WAV
tt4 DO W ELS @ 48" OC
DRILL AND EPDXV TO
ROOR SLAB
NOTE:
COORDINATE EXACT LOCATIONS WITH ARCHITECTURAL AND MECHANICAL
DRAW WGS AND W UIPMENT SUPPLIEF.
TYPICAL EQUIPMENT PAD
N.T.S.
PER
ARCH
6" METAL STU� WALL
ATPERIMETER I
WALL FINISH PER �I
ARCH
ALIGN FACE OF STEM I
WALL W ITH SHEATHING
PER ARCH I
F aERcivi� _ — =�Illiiillliiill 6
� EO E
#4 �O W ELS @ 12" OC -
TOP OF BAR Y BELOW
TOP OF WALL
U
CONTINUOUS COLD-FORMED
TRACK AND CONNECTION TO
FOUNDATION WALL PER
COLD-FORMED FRAMING
CONTRACTOR.
FROM GRID LINE
1/2" EXP JOINT
SLAB PER PLAN
T/SLAB
� PER PLAN
(2) #4 CONT
TIFTG h
�EQ. UNO PER PLAN
PER PLAN
TYPICAL PERIMETER METAL STUD WALL
rv.i.o.
V2" EXPANSION JOINT MATERIAL
�OSI��
CERTIFIED BY
TYPICAL SOG ISOLATION JOINT
N.T.S.
STAIRS BV STAIR MANUFACTURER.
� COOROINATE LOCATION OF THICKENEO SLAB
PLACEMENT WITH STAIR MANUFACTURER
SUPPORT LAYOUT PRIOR TO PLACEMENT.
SLAB ON GRADE
PER PLAN
T/SLAB
O rrrr, ,rrrrrrr PER PLAN
z
�
1 L • • J1
2 z
tt
PROVIDECONTTHICKENED � (2)#SCONT
TO MINIMUM 1'-0" PAST STAIR
SUPPORT EACH SIDE, UNO
7'-6"UNO
TYPICAL THICKENED SLAB AT STAIRS
rv.i.o.
S302
CONCRETE INFILL
— 1 /Y' EXP JT —
MATERIAL
�CONTROL
JOINT, TVP�
�
Q
�COLUMN 8 FOOTING
TISLAB
PER PLAN
T/FTG
PER PLAN
I �COWMNPERPLAN� `
EDGE OF SLAB —
7 EDGE OF Q
SLAB il2" EXP JT
� MATERIAL
CONCRETE MFlLL � �
Project Number 2019.00780
FOUNDATION
SECTIONS AND
DETAILS