HomeMy WebLinkAboutS103.1(2)—#4 CONT. AROUND
PIT PERIMETER
EXISTING SH,
FLOOR SLAB
}" DIA. x 12" LONG SMOOTH J
BAR DOWELS AT 12" O.C.
EMBED 6" INTO EXISTING SLAB
USING SIMPSON SET-XP EPDXY
ADHESIVE. GREASE END OF
DOWEL AT NEW SLAB.
SEE FOUNDATIOP
PLAN FOR SLAB
REINFORCING
#4 BARS "Z-BARS"�
AT 12" O.C. w/ 2'-0'
EMBEDMENT INTO TURNDOWN
1 DETAIL AT TURNTr
3 SCALE: NOT TO SCALE
j" CHAT. x 12" LONG SMOOTH
BAR DOWELS AT 12" O.C.
EMBED 6" INTO EXISTING SLAB -
USING SIMPSON SET—XP EPDXY
ADHESIVE. GREASE END OF
DOWEL AT NEW SLAB.
EXISTING SHOWROOM
FLOOR SLAB
SEE FOUNDATIOP
PLAN FOR SLAB
REINFORCING
1 3
#4 "U—BARS" AT 12" O.C.
w/ 2'-0" EMBEDMENT
INTO TURNDOWN
:NcC1611iiIlE.yW_G:
SLAB (SEE MANUF. FOR THICKNESS)
SHALL BE REINFORCED W/ #3 BARS
AT 6" O.C. EACH WAY PLACED 1" CLEAR
FROM TOP OF SLAB.
ADD FIBERMESH TO CONCRETE SLAB.
TURNTABLE 4000 P.S.I. CONC. SLAB REINF.
EXTENT W/ #412" (CENTERED)
1 MI
OVER 5 MIL. D.C.D.0 WRAP PLACED
OVER 6" GRAVEL SUBASE.
J1
2
6" 6" 2'-6' LAP SPLICE
DEPRESSION
EM
NOTE
ALL CONCRETE TO BE 4000 P.S.I.
GALVANIZED TRIM ANGLE AND
NOTE
ALL CONCRETE TO BE 4000 P.S.I.
GALVANIZED TRIM ANGLE AND
+�" CIA. x
12" LONG SMOOTH
EPDXIED THREADED ROD PER
BAR DOWELS AT
12" O.C.
TURNTABLE MANUFACTURER. SEE
EMBED 6"
INTO
EXISTING SLAB
MANUFACTURER FOR SPACING
USING SIMPSON
SET—XP EPDXY
OF THREADED RODS
ADHESIVE.
GREASE END OF
DOWEL AT
NEW
SLAB.
z
(2)—#4 CONT. AROUND .la a
PIT PERIMETER rI
PROVIDE CORNER R. M
BARS AT PIT CORNERS a
DETAIL AT TURNTABLE ACCESS PIT
SCALE: 4" BE 1'-0'
REINF. PER
FDN. PLAN.
STOP EA. SIDE
OF JOINT 0 x V-4" SMOOTH
2•• IRS AT 12" O.C.
GREASE BOTH ENDS
1
- i
PROVIDE 6"x4" SLAB LEAVE -OUT
IN INITIAL CONCRETE POUR. ONCE ANGLE
AND TURNTABLE HAVE BEEN INSTALLED,
POUR 4000 P.S.I. CONCRETE IN
REMAINING VOID
INITIAL 4000 P.S.I.—
CONCRETE SLAB POUR
GALVANIZED TRIM ANGLE AND
OF THREADED RODS
DRY PACK MORTAR PER
CORNER CHAMFER
G.C. NOTES:
— THIS DETAIL IS FOR INFORMATIVE PURPOSES ONLY. PLEASE COORDINATE
WITH MANUFACTURER'S DRAWINGS FOR INSTALLATION PROCEDURE
AND GUIDELINES.
— THREADED RODS SHALL BE MINIMUM A36 (COORDINATE W/
MANUFACTURER'S DRAWINGS)
— THREADED RODS SHALL BE EPDXIED IN TO CONCRETE USING SIMPSON
SET—XP EPDXY ADHESIVE (SEE MANUFACTURER'S DRAWINGS FOR EMBED. DEPTH.
1A DETAIL AT TURNTABLE SLAB EDGE
33SCALE: NOT TO SCALE
PROVIDE (3)—#3 BARS ATE
3" O.C. AROUND PERIMETER
OF ACCESS HATCH
PROVIDE #3 DIAGONALS
AROUND PERIMETER
OF ACCESS HATCH
I -
�I II I I L -I II II —III
SEE PLAN
VAPOR BARRIER
NOTE: PER FDN. PLAN0.
USE THIS DETAIL AT
"END OF POUR" CONSTRUCTION JOINT AND SPECS. i CONTROL JOINT —
LOCATIONS oz
SAW CUT x T/4 INCHES.
SAW WITHI 6 HOURS OF FINISHING L Y
OR AS SOON AS POSSIBLE
WITHOUT RAVELING OF SURFACE
o �
U
_
O (4)—#4 BARS (TYP)
N
a - - 1'-6" 1'-6" 1" CUR FROM TOP SLAB
n WW z
Ell
8 a N 01
°a
VAPOR BARRIER
PER FDN. PLAN CONTROL JOINT
AND SPECS.
6 SLAB JOINTS
3. SCALE: 1 z" = 1'-0"
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City of Camnel
DATE: 10/14/19
DISCONTINUOUS JOINT PLAN DETAIL
SCALE: g" = 1'-0
2•—O"
TYP.
Loor
FORD,
2'-0"S\SQ/UARE
OPENHJG
GALVANIZED TRIM ANGLE AND
EPDXIED THREADED ROD PER
TURNTABLE MANUFACTURER. SEE
MANUFACTURER FOR SPACING
OF THREADED RODS
(2)—#4 CONT. AROUND
PIT PERIMETER
PROVIDE CORNER
EXISTING SHOWROOM BARS AT PIT CORNERS
FLOOR SLAB
DIA. x 12" LONG SMOOTH
BAR DOWELS AT 12" O.C.
EMBED 6" INTO EXISTING SLAB
USING SIMPSON SET—XP EPDXY
ADHESIVE. GREASE END OF
DOWEL AT NEW SLAB. /
SEE FOUNDATION —
PLAN FOR SLAB
REINFORCING
REINFORCEMENT AROUND ACCESS HATCH
SCALE: a" = 1'-0"
d
Od
d.
a
a
d
41
O
d
Al
d
a
a
EDGE OF SLAB
(2)-#4 BARS TOP & BOT
1" CUR FROM TOP
2" CUR FROM BOT
8 SLAB RE-ENTRANT CORNER
3. SCALE: in — 1'-0"
/ 1�
#4 BARS 'Z—BARS' _
AT 12" O.C. w/ 2'-0" a °
EMBEDMENT INTO TURNDOWN °
4.
_° 2 1
CAROUSEL SLAB:
SLAB (SEE MANUF. FOR THICKNESS)
SHALL BE REINFORCED W/ #3 BARS
AT 6" O.C. EACH WAY PLACED 1" CLEAR
FROM TOP OF SLAB.
ADD FIBERMESH TO CONCRETE SLAB.
4000 P.S.I. CONIC. SLAB REINF.
W/ #4'S AT 12" O.C. (CENTERED)
OVER 15 MIL. STEGO WRAP PLACED
OVER 6" GRAVEL SUBASE.
60OS162-43 METAL
AT 16" O.C. MAX
4
z
a
I
M
a
z —Q� ` 2'-6" LAP SPLICE
NOTE:
ALL CONCRETE TO BE 4000 P.S.I.
DETAIL AT TURNTABLE ACCESS PIT
SCALE: NOT TO SCALE
�60OS162-43 METAL STUDS
AT 16" O.C. MAX
PROVIDE 362S162-43 METAL STUDS
AT 12'-0" O.C. MAX VERTICALLY
AND 6'-0" O.C. HORIZONTALLY
362S162-43 CONT. METAL STUD
—AT EACH HORIZONTAL STUD.
SCREW TO EA. VERTICAL STUD
#10-16 TEK SCREW &
RIZONTAL STUDS W/
0-16 TEK SCREWS
STUD —TO —STUD CONNECTION
#10-16 TEK SCREWS
50-43 CONT. RUNNER
31.0 FOR CONNECTION
5 STUD WALL BASE DETAIL
3" SCALE: in = 1'—O••
;" DIA. x 12" LONG SMOOTH
BAR DOWELS AT 12" O.C.
EMBED 6" INTO EXISTING SLA
USING SIMPSON SET—XP EPO.
ADHESIVE. GREASE END OF
DOWEL AT NEW SLAB.
EXISTING SERVICE
FLOOR SLAB
DEMO C.M.U. NEW SLAB AND SLAB REINF.
JTI TO MATCH EXISTING
y" DIA. x 12" LONG SMOOTH
BAR DOWELS AT 12" O.C.
(2)—#4 CONT. LL EMBED 6" INTO EXISTING SLAB
USING SIMPSON SET—XP EPDXY
ADHESIVE. GREASE END OF
DOWEL AT NEW SLAB.
4.19
In AGIst
T/ EXISTING FIG.
DEMO C.M.U. WALL TO
EXISTING FIG.
TOP OF FOOTING AND
POUR NEW SLAB ATOP
EXISTING FOUNDATION
— DEMO C.M.U. WALL DOWN TO T/EXTG.
FOOTING
— DEMO PORTIONS OF SLAB SO TURNDOWN CAN BE POURED ON
TOP OF EXTG. FOOTING
— EPDXY DOWEL REINFORCEMENT IN TO
EXTG. SLABS AND POUR
TURNDOWN SLABS
(9'� DETAIL AT
DEMO'D C.M.U. WALL
3
SCALE: NOT TO SCALE
NEW TURNDOWN SLAB
EACH SIDE OF DEMO'D WALL
HANES GIPSON & AssocLATEs
CIVIL " STRUCTURAL
CONSULTING ENGINEERS
1550 NORTH BROWN ROAD
SUITE 100
LAWRENCEVILLE. GEORGIA 30043
PHONE: (770) 491-7550
FAX (770) 491-7750
NOTE, These tlrawinga are NOT TO BE
REPRODUCED for the purpose
of generating ehop drawings
wamoul lM1e WRII-TEN MPROVAL
of the STRUCTURAL ENGINEER.
THISORAORNGIS THE TROT ERTY OF REINES Oil
ASSOCIATES AND IS NOT TO BE REPRODUCED IN
WHOLE OF IN PART IT IS NOT TU BE USED ON ANY IT"'
PROTO T AND SHALL BE RETURNED UPON REQUEST ( OPC
RIGHT AS DATED HANDS. GABON I ASSOCIATED NOT
RELEASED FOR CONSTRUCTION
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20-19033
l 12 JULY 2019
SECTIONS AND
DETAILS
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