HomeMy WebLinkAboutS-601 - TYPICAL DETAILSVERT. REBAR MATCH
ICF REINF, SEE PLAN
STONE VENEER, —
SEE ARCH.
STONE MORTAR BED,
SEE ARCH.
FOOTING TO BEAR ON
UNDISTURBED OR
CONTROLLED
COMPACTED SOIL SECTION 01
SCALE 12"=1'-0' 901.1 SNI
STEEL COLUMN,
SEE PLAN
1 1/2" GROUT
4
ICF WALL, SEE PLAN
1/2' PREMOLDED
EXPANSION JOINT
CONCRETE SLAB,
SEE PLAN
W.W.F, SEE PLAN.
L
TOP OF FLOOR /-illhi
ELEV.SEE PLAN Ill
6 MIL VAPOR BARRIER
REFER TO ARCHITECTURAL
FOR INSULATION
REQUIREMENTS
ICF REBAR SEE ICF
WALLSCHEDULE
FOOTING, SEE PLAN
90° BEND W/ACI
STD. HOOK TYP.
RECESS ONLY WHERE
NECESSARY TO HIDE
BASE PLATE.
FILL RECESS WITH
NON -SHRINK GROUT
SEE SCHEDULE FOR BASE
PLATE SIZE AND J BOLT
12'PREMOLDED
EXPANSION JOINT
CONCRETE SLAB,
SEE PLAN
W.W.F. SEE PLAN.
aJ I ti�/
? - 6 MIL. VAPOR BARRIER
y 3" CLR
O O
i° }
FOOTING,
SEE SCHEDULE
FOOTING TO BEAR ON
UNDISTURBED OR
CONTROLLED
COMPACTED SOIL
#5 BARS EA.
CORNER
AND 12" O.C. TOP
AND BOTT.
SLAB ON GRADE-
W.W.F, SEE PLAN
P�
#5 BARS SP. AT 12" O.C.
TOP AND BOTT.
W/MATCHING DOWELS
SLAB ON GI
JJ11.. W.W.F, SEE
<I
Q
OPENING,SEE PLAN VERT. REBAR MATCH
12' PREMOLDED ICF REINF, SEE PLAN
EXPANSION JOINT
SLAB ON GRADE
W.W.F. SEE PLAN
PREFER TO ARCHITECTURAL
FORINSULATION •'
REQUIREMENTS
i
6 MIL. VAPOR BARRIER � I
FOOTING, SEE PLAN
`ICF REBAR SEE
3' CLR
ICF WALL
FOOTING TO BEAR ON
SCHEDULE
FOOTING TO BE R ON
UNDISTURBED OR
7
UNDISTURBED R
CONTROLLED
CONTROLLED
COMPACTED SOIL
COMPACTED SOIL
90° BEND W/ACI
90" BEND W/ACI —
STD. HOOK TYP.
SECTION 02
STD. HOOK TYP.
SCALE 12'=I,.(r SP01.1 S®I
1'-6' STEEL COLUMN, SEE PLAN—
n BASE PLATE SEE
ON S-104
r STEEL COLUMN,
g• SEE PLAN
3/g 1 12
w
BASE PLATE DETAIL
w 114
SCALE 12"=1'-0" y (1) 1/4' THICKSETTING PLATE
w 1 1/2' GROUT BED UNDER
m BASE PLATE
1'-8" LABELLED AS P1 FOOTING,
ON FOUNDATION PLAN SEE SCHEDULE m
U
3 5VERTI O.C. '
e
(4)#5 VERTICAL BAR
FOOTING TO BEAR ON UNDISTURBEC
OR CONTROLLED COMPACTED SOIL
SECTION 03
SCALE 12'=1'-0' 5701.1 Sf41
ICF WALL, SEE PLAN
12'PREMOLDED
EXPANSION JOINT
SLAB , S GRADE
xz
SLAB SEE PLAN O
a
TOPOFFLOOR
ELEV. SEE PLAN a
REFER TO ARCHITECTURAL m
FOR INSULATION
REQUIREMENTS
14
6 MIL. VAPOR BARRIER I >
z
E
FOOTING, SEE PLAN `p
+
ICF REBAR SEE
—
ICF WALL
_
SCHEDULE
RV BEND W/ACI
IIII
STD. HOOK TYP.
FOOTING TO BEAR
ON
UNDISTURBED OR
CONTROLLED
COMPACTED SOIL
SECTION 04
SCALE 12' =1'-0' 5701.1 N01
8' CMU WALL,
SEE PLAN
LABELLED AS P1
ON FOUNDATION PLAN �� (4) 1/2-OHEADED STUDS 12' PREMOLDED
@ EXPANSION JOINT
#3 TIE @ 8" O.C. 6'O.C.WELDED TO STEEL CONCRETE SLAB,
COLUMN SEE PLAN
(4)#5 VERTICAL BAR W.W.F, SEE PLAN
SEE PLAN & COLUMN
SCHEDULE FOR COL SIZE
&REINFORCEMENT
STEEL COLUMN,
SEE PLAN
SEE PLAN & COLUMN
REFER TO ARCHITECTURAL
SCHEDULE FOR COL SIZE
PLAN FOR INSULATION
W.W.F, SEE PLAN.
REQUIREMENTS
W.W.F, SEE PLAN.
a MIL. VAPOR BARRIER
CONCRETE SLAB,
SEE PLAN
BASE PLATE,
SEE SCHEDULE
TOP OF FLOOR
�6 MIL. VAPOR BARRIER
SEE PLAN
3/8
41
2'GROUT
SECTION OS
SCALE 1/2'-1'-0' 5911.15401
8' CMU WALL,
SEE PLAN
12'PREMOLDED
EXPANSION JOINT
CONCRETE SLAB,
SEE PLAN
W.W.F. SEE PLAN
TOP OF FLOOR
'� —°
ELEV. SEE PLAN
—"—'
1/4
o.
o.
TOPOFGRADE SECTION
— ELEV. SEE PLAN A
SCALE 12"-1'-0
6 MIL. VAPOR
_
5
O
6t
6 MIL. VAPOR BARRIER
3
u- BARRIER 2" CLR
Q
¢
#6 @ 12' O.C.
' 6 MIL VAPOR BARRIER w
•'
-
m
m
A
A ¢
O
K #5@12"O.C.
to
VERT. REINF DOWELS,
z
z
0
Q
SEE PLAN
MATCH VERT. REINF
_. SEE SCHEDULE FOR BASE
a
SIZE & LOCATION
PLATE SIZE & ANCHORS 4 12" 9" 1/2" o:
90° BEND END W/
Q
O
J ACI STD. HOOK TYP.
WATER PROOFING
BASE PLATE,
w
2" CLR PER ARCH SPECS
SEESCHEDULE a
(TYP)
-
WATERSTOP WATER STOP
REINFORCEMENT,
SEE SCHEDULE SECTION A SECTION 07
900 BEND W/ACI STD. SCALE 12'-1'-0 NOTE: MATCH PROPOSED GRADE OR SCALE 1/2'=1'-0" .mle s.ml
HOOK TYP. ADJACENT PAVEMENT ELEVATION
SECTION O6
SCALE 1/2'-1'-0' SY01.1 SAI
NOTE: COORDINATE SIZE & LOCATION OF
TRENCH WITH PLUMBING DRAWING
SECTION 09
SCALE 1/2' V-0' 901. 1$401
SEE PLAN
`1/2' ISOLATION JOINT MATERIAL
SECTION 10
SCALE 1/2'-1'-017e sm+
TOOLED GROOVE
1/4' RADIUS AT TOP
OF EACH SIDE
rc 1/4' WHEN JOINTSEALER IS PROVIDED
1/8' WHEN JOINT SEALER IS NOT PROVIDED
z U T (SEE ARCH. Di
a
Ul
�1
SUBGRADE REFER ., 6 MIL. VAPOR BARRIER
RELEASED FOR CONSTRUCTION JSUI-gRCONITECTURAL
IREMENTS
Subject to compliance with all regulations
of State and Local Codes
City of Camel
9 M ntleA
DATE: 07/22/19
PLAN
-PROVIDE EXP. JOINT
TO SEPARATE
WASHER PAD FROM
GROUND SLAB
-SLAB ON GRADE
14' THICK EQUIPMENT
PAD WITH #4 @ 12" O.C.
EW TOP/BOTT.
SLAB ON GRADE
4' THICK SLAB REINFORCED
W/ 6X6/10X10 WELDED WIRE
REINFORCEMENT
#4xi6" @ 12" O.C.
SEE SCHEDULE -SEE CIVIL
PLANS FOR
8' CONCRETE WALL CONN. TO
SEE PLAN STOOP
#5@12 O.C. EACHWAV
SEE PLAN & FOR
FOOTING SCHED.FOR
FTG. SIZE,REINFA ELEV.
NEW POUR
PREVIOUS POUR
1/4' WHEN JOINT SEALER IS PROVIDED
1/8' WHEN JOINT SEALER IS NOT PROVIDED
TOOLED GROOVE
(SEE ARCH. DWGS.)
11W RADIUS ATTOP 1"MIN
OF EACH SIDE
CONTINUOUS KEY
2'. 1 518
CUT W.W.F. AT JOINT
6 MIL. VAPOR BARRIER
_
GREASE BAR ON
REFER TO ARCHITECTURAL
_�
NEW POUR SIDE,
USE PLAIN BAR
FOR INSULATION
REQUIREMENTS
SUBGRADE
REFER TO
1/2'0 xT-Om SMOOTH GREASED
SOIL REPORT
DOWEL@ 24-O.C. WHERE MAS.
PARTITION RUNS PARALLEL
NOTES:
TO JOINT WITHIN 1'-0' OF JOINT.
1.CONSTRUCTION JOINTS SHALL ALWAYS BE LOCATED
@ CONTROL JOINT LOCATION.
21OCATE JOINTS IN SLAB AS SHOWN ON THE DRAWING.
THE MAXIMUM SPACING OF CONTROL
JOINTS SHALL NOT
EXCEED 15'-0' IN ANY DIRECTION.
TYPICAL CONSTRUCTION JOINT DETAIL
SCALE 12'=I'-0'
STEEL COLUMN,
C`R SEESCHEDULE - 1
BEND W/ACI STD. HOOK TYP. BASE PLATE DETAIL
SCALE 12'=1'-0'
, SEE PLAN
12" PREMOLDED EXPANSION
JOINT
CONCRETE SLAB, SEE PLAN
W.W.F. SEE PLAN
TOP OF FLOOR
ELEV. SEE PLANY
r
6 MIL VAPOR BARRIER
ICF WALL, SEE PLAN
#5012 O.C. EACHWAV
SEE PLAN & FOR
FOOTING SCHED.FOR FTG.
SIZE,REINFA ELEV.
�3.
SEE FOOTING DRWG.FOR LOCATION & DIM.
SCHEDULE 1'-01/4" 5/8iX SEEPLAN 1'�12"
FILL W/ HIGH STRENGTH #5 @ 12' O.C. EACH WAY
GROUTAFTER
PLACEMENT OF ELEV.
SHAFT
NOTE:
COORDINATE ELEVATOR PIT DEPTH, SUMP PIT SIZE & LOCATION, & HOISTWAV CLEARANCES
WITH PURCHASED ELEVATOR EQUIPMENT PRIOR TO START OF CONSTRUCTION
08 SECTION
5811 5P01.1 SCALE 1/2'=1'-0'
ICF BLOCK Lghhl .1_25xH (MN)
t x rc
�) f 0 a I • LS
NOTES:
1. SEE PLAN FOR FTG SIZE & REINF
2. S = STEP IN FOOTING, 2'-0" MAX
H = DEPTH OF FOOTING
2x S(MIN
(TYP)
TYPICAL STEP IN FOOTING
1/2' = V-0'
IR7
SLOPE IF REQUIRED BY
SOIL CONDITION (TYP)
FOOTING BOTTOM BARS (TYP)
BENT BOTTOM BARS, SIZE &
NUMBER TO MATCH CONT
FOOTING BOTTOM REINF
♦I
BAS E4
BASE4
2901 CLINT MOORE ROAD, #114
BOCA RATON, FLORIDA 33496
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Seal:
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ol✓ OF �
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Owner:
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SUITES By HILTON
CARMEL,INDIANA
PROTOTYPE VERSION-V2.2 2016
REVISION: MAY 2016
ISSUE
DELTA
SATE
DESCRIPTION
1
SO
2019.03.04
ISSUED FOR
PERMIT
CURRENTISSUE
ISSUED FOR PERMIT
CURRENT ISSUE DATE
2019.03.04
DRAWN BY
TJ
CHECKED BY
AJG
PROJECT NO,
134-134-1705
SHEET NAME
TYPICAL DETAILS
DRAWINGS NO.
S=601
SECTION 11
SCALE 1/2'-1'-0' ml.Isan