HomeMy WebLinkAboutS500 Details & SectionsSUBBASE: SELECT STRUCTURAL FILL, MIXED #`
AND #2 CRUSHED STONE. PROVIDE UNDERSLAB
DRAIN PER GEOTECHNICAL REPORT.
GEOTEXTILE FABRIC UNDERLAY (MIRAFI 500X
OR EQUIVALENT)
VAPOR BARRIER: 15 MIL CLASS A
REINFORCING: W2.9XW2.9 6"X6" WWF OR
5 LBS/CY STRUX/90 (GRACE) OR FORTA-
FERRO (FORTA) MACRO-FIBER
REINFORCEMENT. SEE NOTE, LEFT.
SAWCUT GROOVE JOINT (SJ):
1 1/4" X 1/8", FILL WITH EPOXY
1 3/4"5"
1'-0" MIN.
CONSTRUCTION JOINTS (CJ)
SAWN JOINT W/
EPOXY FILLER
FIRST POUR
LIGHTLY GREASE (BOND
BREAKER) OR PROVIDE
PLASTIC DOWEL SLEEVE
3/4" DIAMETER SMOOTH
DOWEL, ASTM A36, 12" O/C
SLAB FORM
SECOND POUR
SUBGRADE: SELECT
IMPORTED STRUCTURAL FILL
(COMPACTED AND PROOF-
ROLLED) OR BEDROCK
NOTE: AT THE CONTRACTOR'S OPTION -
THE "DIAMOND DOWEL SYSTEM" BY PNA
CONSTRUCTION TECHNOLOGIES MAY BE
USED IN LIEU OF ROUND DOWELS.
PROVIDE 1/4" x 4 1/2" x4 1/2" DOWELS AT
18" o.c. INSTALL IN ACCORDANCE WITH
THE MANUFACTURER'S INSTRUCTIONS.
NOTE:
TYPICAL AT ALL SLAB
AND FOUNDATION RE-
ENTRANT CORNERS
RE-ENTRANT
CORNER4'-0"RECTANGULAR
SLAB OPENING
(2) #4 BARS,
2 LAYERS WHEN
T > = 8"
1/2" JOINT FILLER WITH
SEALANT AT WALL OR
OBSTRUCTION
2
"
2
"COORDINATEWITH ARCH.1
5
REFER TO PLAN
FOR SLAB
INFORMATION
CONTRACTOR OPTION:
CONSTRUCTION JOINT
LOCATION SEE PLANTT#3 BAR, PROVIDE
CORNER BARS
D
#3 X 36" AT 12" O/C
WHEN "D" GREATER
THAN 4"2"REFER TO SITE FOR
SIDEWALK LOCATIONS
AND DETAILS
TOP OF SLAB
SEE PLAN
FOUNDATION WALL
SEE PLAN
#4's AT 12" O.C. MAX
36"
24"
WALL BEYOND
CONCRETE SLAB SEE
PLAN FOR SLAB
REINFORCEMENT
(4) #4 BARS
3/4" DIA SMOOTH DOWEL X 18"
AT 12" O/C, WITH PLASTIC
DOWEL SLEEVE OR COAT 1/2
WITH BOND BREAK
INSULATION,
REFER TO ARCH.
PROVIDE AT DOOR OPENINGS WITH THRESHOLD TJOINT FILLER WITH
EPOXY SEALANT
DOOR AND THRESHOLD
REFER TO ARCHITECTURAL
TOP OF SLAB
SEE PLAN
PROVIDE AT DOOR OPENINGS WITHOUT THRESHOLD TFILL WITH EPOXY SEALANT
REFER TO OPENING WITH
THRESHOLD FOR BALANCE
OF REQUIREMENTS
1.5 X T1" BOX OUT
TO CLEAR
BASEPLATE
(TYP.)
EXTERIOR WF COLUMN,
SIMILAR AT HSS
COLUMN PIER
ISOLATION JOINT
BASEPLATE, GEOMETRY
VARIES
CONSTRUCTION
JOINT
OR CONTROL JOINT
MAX. JOINT SPACING
IN EITHER
DIRECTION
10'-0", U.N.O.
CONSTRUCTION OR
CONTROL JOINT
INTERIOR
COLUMN PIER
WF-COLUMN, SIMILAR
AT HSS
ISOLATION JOINT AROUND
COLUMN WITH 1/2" EXPANSION
MATERIAL AND SEALANT
2" MIN
2"
M
I
N
#5 AT12" O/C
#5 AT12" VERT.
EACH FACE
#5 AT12" HORIZ.
EACH FACE
12"12"12"6"6"8"SLAB PER PLAN0'-6"PROVIDE (2) CORNER BARS
ELEVATOR SUMP PIT
TYP.
REINFORCING
NOT SHOWN
(VERIFY)
2'-0"SQ.
#4 BARS AT 6" O/C EA WAY
COORD. SUMP PIT
SIZE AND LOCATION
WITH ELEVATOR
SUPPLIER
#5 AT12" O/C
DWL'S TO MATCH
VERT. REINF. BY SIZE
AND LOCATION
WATERPROOFING
(SEE ARCH)
#5 CONT.
COORD. W/
ELEVATOR
CONTRACTOR
TOP OF SLAB
2X4 KEYWAY 2X4 KEYWAY
0'-0"
TOP OF SLAB
SLAB PER PLAN
#5 CONT.
8" CMU W/ #5 VERT'S AT 32" O/C.
DRILL AND GROUT INTO
CONCRETE WALL (EMBED 8")24"X24" #4 BAR AT 12" O/C
POUR SLAB OVER WALL
AT DOOR OPENINGS
TYP FNDN WALL REINF AT INTERSECTION TYP FNDN WALL REINF AT SKEWED CORNERTYP FNDN WALL REINF AT CONSTRUCTION JOINT TYP FNDN WALL REINF AT CORNER AND END
TYP FNDN WALL REINF AT INTERSECTION TYP FNDN WALL REINF AT SKEWED CORNERTYP FNDN WALL REINF AT CONSTRUCTION JOINT TYP FNDN WALL REINF AT CORNER AND END
SEE PLAN
FOR ANGLE
SEE PLAN
FOR ANGLE
CONSTRUCTION JOINT -SEE
GENERAL NOTES FOR SPACING
WALL REINF
PROVIDE CORNER BARS AS SHOWN.
MATCH SIZE AND SPACING OF
HORIZONTAL WALL REINFORCING.
VERTICAL
REINFORCING
HORIZONTAL
REINFORCING
STANDARD HOOK
CONTINUOUS KEY,
1/3 WALL THICKNESS
DOWELS TO MATCH
HORIZ.
REINFORCEMENT
SIZE AND SPACING
OR HOOK HORIZ.
BARSHORIZONTAL
REINFORCING
PROVIDE CORNER BARS AS
SHOWN. MATCH SIZE &
SPACING OF HORIZONTAL
WALL REINFORCING.
CONSTRUCTION JOINT
WALL REINF
"U"-BARS @ OPENINGS AND
DISCONTINUOUS ENDS. MATCH
SIZE AND SPACING OF HORIZ.
WALL REINFORCING.
LAP OUTSIDE HORIZONTAL BARS OR
PROVIDE CORNER BARS AS SHOWN.
MATCH SIZE AND SPACING OF
HORIZONTAL
WALL REINFORCING.
VERTICAL
REINFORCING
SEE PLAN
HORIZONTAL
REINFORCING
SEE PLAN
STANDARD HOOK
DOWELS TO MATCH
HZ REINF SIZE AND
SPACING OR HOOK
HORIZONTAL BARS
LAP OUTSIDE HZ BARS OR
PROVIDE CORNER BARS AS
SHOWN; MATCH SIZE AND
SPACING OF HZ WALL REINF
CONTINUOUS KEY,
1/3 WALL THICKNESS
2" CLEAR
2"
VERTICAL
REINFORCING
2"
SMOOTH DOWELS:
MATCH WALL REINF
DIA, SLEEVE ONE
END OR COAT WITH
BOND BREAKER
PER ACI
LAP SPLICE
T
TTT TT TTTT
T TPER ACILAP SPLICEP ER AC ILAP S PLIC E
PER ACILAP SPLICEPER ACILAP SPLICEPER ACILAP SPLICEPROVIDE CONSTRUCTION JOINT
WITHIN 3'-0" OF CORNER
SMOOTH DOWELS: MATCH
WALL BAR DIA; SLEEVE
ONE END OR COAT WITH
BOND BREAKER
CONSTRUCTION JOINT
PER ACI
LAP SPLICE
0" (TYP)0" (TYP)CONSTRUCTION JOINT -SEE
GENERAL NOTES FOR SPACING
CONT. REINFORCING
SEE FOUNDATION
SECTION FOR SIZE
AND NUMBER OF
BARS.SLEEVED PIPE w/ 1
1/2" COMPRESSIBLE
MATERIAL AROUND
PIPE
REFER TO PLAN
AND SCHEDULES
IF PIPE FALLS IN THESE
LOCATIONS
BACKFILL AND COMPACT
TRENCH SEE SPEC. FOR
COMPACTION
REQUIREMENTS
SEE DETAIL
EXTEND FOOTING
SEE DETAIL
5/S502
SEE DETAIL
SLEEVE PIPE
EXTEND FOOTING:
SLEEVE PIPE & CAST
FOOTING TO BOTTOM
OF TRENCH
DEPRESS
FOOTING
AND SLEEVE PIPE
SLEEVE PIPE
(4) #4 BARS x 4'-0" LONG,
DIAGONALLY PLACED.
PROVIDE
ONE LAYER EACH FACE FOR
WALL >/=8" THICK
LINK-SEAL OR APPROVED
EQUIVALENT. COORDINATE
w/MECHANICAL DWGS.
INSTALL
PER MANUFACTURER'S
INSTRUCTIONS, FOR
OPENINGS > OR EQUAL TO 8"
FOUNDATION WALL
CORE HOLE AS REQUIRED
(LESS THAN 12"). DO NOT
CUT THROUGH
REINFORCEMENT. GROUT
HOLE WITH NON-SHRINK,
NON-METALLIC GROUT (5
STAR OR EQUAL) TO FORM
A WATERTIGHT CONDITION.
SLEEVE OPENING
GREATER THAN
OR EQUAL TO 8"
SCHED. 40, GALV.
OR
APPROVED EQUAL
PIPE PENETRATION DETAILS AT CONTINUOUS WALL FOOTINGS
EXTEND FOOTING
SECTION
ELEVATION
0'-6"TD
SLEEVE DIA
1.5 X W0'-2"WT COLD JOINT
SLEEVE PIPE 1.5 X W6" MIN 6" MINTOP OF
FOOTING 3" MINCOVERUSE THIS DETAIL TO:
1. CHANGE FOOTING ELEVATION
2. LOWER FOOTING TO FIRM
BEARING
3. AVOID PIPE PASSING THROUGH
FOOTING 1'-6" MAXSEE PLANSLEEVE PIPE w/ 1 1/2"
COMPRESSIBLE
MATERIAL AROUND PIPE
CONT. REINFORCING
(SEE FOUNDATION
SECTION FOR SIZE
AND NUMBER OF
BARS)
6" MIN
3" MIN
1.5 X A ATTT MI
NP E R A C IL A P S P L IC E
(2)-#4's CONT.
SLAB-ON-GRADE
REFER TO PLAN
1
1
2'-0"1'-0"TCOLD FORMED WALL,
SEE NOTES
CONT. TRACK AT BOTTOM
DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
Architecture
Planning
Interior Design
11 12
H
I
11 12
H
I
619 West State Street
Ithaca, New York 14850
132 E. Jefferson Street
Syracuse, New York 13202
p 607 273 7600 www.holt.com
phone: (585) 482-8130
www.jensenbrv.com
ROCHESTER, NEW YORK 14609
1653 EAST MAIN STREET
Structural Engineering Consultants2/10/2021 4:47:09 PMS500
DETAILS AND
SECTIONS
02/05/2021
2018089
NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 SLAB ON GRADE
3/4" = 1'-0"2 RE-ENTRANT CORNER
3/4" = 1'-0"3 DEPRESSED SLAB
3/4" = 1'-0"4 SLAB POUR OUT
3/4" = 1'-0"5 ISOLATION JOINT
3/4" = 1'-0"6 SECTION AT ELEVATOR
3/4" = 1'-0"9 FOUNDATION WALL JUNCTIONS
3/4" = 1'-0"10 PIPE PENETRATION
3/4" = 1'-0"8 STEP FOOTING - CONCRETE WALL
3/4" = 1'-0"7 THICKENED SLAB
REVISION SCHEDULE
NAME DATE
02/10/2021
Received by DiMarco 2/15/2021