HomeMy WebLinkAbout11 S108 Foundation DetailsSTEEL COLUMN
EXPANSION
No. 5 REBAR 046" O.C.
1 1/4"x16" LONG
9" BELOW
FF
' nam
THREADED ANCHOR DOLTS
REVISION
LOCATION AND SIZE TO BE
S DRAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP LLC
ANY
OTHER PURPOSE AND IS NOT TO BTHAN THE E USED DPROJECT
DESCRIBED HEREIN.
(1) COURSE OF 12" SMOOTH
F f 'F.
ExlsnNc(B)
WNW
VERIFIED ON STEEL
Eu ri
1 OQ
1 O
FACE FOUNDATION BLOCK.
Job Na
17021
SUPPLIER'S ANCHOR BOLT
Drawn By
int
FILL REINFORCED CORES WITH
Scale:
3/a"=1'-0"
PIAN
CAD FILE:
4000 PSI CONCRETE OR GROUT
7 1/2"1 EXPANSION JOINT
G\17021\003 foundation detail .y
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1" MORTAR JOINT
° 9" BELOW FF'
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INSULATION
BOARD
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3000 PSI
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° °
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PIER
°
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8
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No. 6 REBAR 08" IN
EACH DIRECTION
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F8 b FOUNDATION PIER DETAIL
scale: 3/4"=1'-0"
STEEL COLUMN
1 1/4"x16" LONG
THREADED ANCHOR BOLTS.
LOCATION AND SIZE TO BE T
VERIFIED ON STEEL \ I
SUPPLIER'S ANCHOR BOLI
PLAN
I I
7 1/2"1
EXPANSION
JOINT
Fhb
9" BELOW
FF
' nam
No. 6 REBAR 08" IN
EACH DIRECTION
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F8C FOUNDATION PIER DETAIL
CJ scale: 3/4"=1'-0"
No. 5 REBAR 048" O.0
(1) COURSE OF 8" SMOOTH
FACE FOUNDATION BLOCK.
FILL REINFORCED CORES WITH
4000 PSI CONCRETE OR GROUT
1" MORTAR JOINT
1
STEEL COLUMN
1 1/4"1 LONG
THREADED ANCHOR BOLTS.
LOCATION AND SIZE TO BE li 7-1/2"1 EXPANSION JOINT
VERIFIED ON STEEL li li
SUPPLIER'S ANCHOR BOLT 4000 PSI GROUT
PLAN
°9" BELOW FF
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11 1
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No. 6 REBAR 08" IN
EACH DIRECTION
8' 0`x8' 0`
All ETXOIIII TO I ON COMPACTFO OR NNTIISRIRRFII SOIIS
RIGID
)N BOARD
PSI POURED
ETE PIER
STEEL COLUMN
7-1/2" 1/58 EXPANSION JOINT— No. 5 REBAR 048" O.C.
1"x16" LONG THREADED — NOTCH OUT BOTTOM 12"
ANCHOR BOLTS. LOCATION BLOCK FOR ANCHOR BOLT.
AND SIZE TO BE VERIFIED GROUT SOLID AFTER BLOCK IS
ON STEEL SUPPLIER'S SET
ANCHOR BOLT PLAN
THICKENED MORTAR JOINT
^ r
B.1
I
1-1/2" RIGID
INSULATION BOARD a
(4) No.5 REBARS W/1{'3
CIRCLE WRAP ° e
°d. e S m
3000 PSI POURED
AL CONCRETE PIER
" I
No. 5 REBAR 08" IN EACH
DIRECTION
6'-0"x6'-0"
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F6c FOUNDATION PIER DETAIL
scala. 3/4'=1'—G
1 1/2" RIGID INSULATION
BOARD
-3000 PSI POURED
CONCRETE PIER
STEEL COLUMN! -
1 1/4"x16" LONG 70x1/2" EXPANSION JOINT
THREADED ANCHOR BOLTS
LOCATION AND SIZE TO BE 4000 PSI GROUT
VERIFIED ON STEEL li li
SUPPLIER'S ANCHOR BOLT / 1-1/2" RIGID INSULATION
PLAN BOARD
�.9" BELOW FF. ad
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4
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°1 3000 F
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to no • e • ° To To °
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No. 6 REBAR 08" IN
EACH DIRECTION
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F7 FOUNDATION PIER DETAIL
scale: 3/4"=1'-0"
I
I
I
STEEL COLUMN
1 1/4"1 LONG
THREADEDANCHOR BOLTS.
LOCATION AND SIZE TO BE
VERIFIED ON STEEL
SUPPLIER'S ANCHOR BOLT
PUN
d
d
° d
X14" BELOW FF ---1
POURED
PIER
12"x1/2" EXPANSION JOINT
4000 PSI GROUT
1-1/2" RIGID INSULATION
BOARD
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d° d
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DR, 4777
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No. 6 REBAR OB" IN
EACH DIRECTION
81-011x8'-0"
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F8 FOUNDATION PIER DETAIL
scale: 3/4"=1'-0"
3000 PSI POURED
CONCRETE PIER
11 7
STEEL COLUMN
3000 SONOTUBE WITH 1
401 CONCRETE AFTER I
THE STEEL HAS BEEN SETT STEEL COLUMN �.
I"i LONG THREADED
12" BELOW ANCHOR BOLTS. LOCATION
FINISH FLOOR AND SIZE TO BE VERIFIED
ON STEEL SUPPLIER'S
-1�----- ANCHOR BOLT PLAN
15•
7n4,
d °
4e
d
3'-2 1
Eat
FINISH FLOOR ELEV: 752.70
STEEL COLUMN - 8" CONCRETE SLAB WITH 'NYLON'
6"x1/2' EXPANSION JOINT ADD MIXTURE ON 6 MIL VAPOR
BARRIER OVER 4" OF COMPACTED
1"x24" LONG THREADED � GRANULAR FILL
ANCHOR BOLTS. LOCATION
AND SIZE TO BE VERIFIED
ON STEEL SUPPLIER'S
ANCHOR BOLT PLAN d
d d
w
3000 PSI POURED
CONCRETE PIER (4) 1 REBARS III CIRCLE WRAP
du
°° 2" RIGID INSULATION BOARD
No. 5 REBAR 08" IN EACH
5'-0'x5'-0" DIRECTION
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F5 FOUNDATION PIER DETAIL
scale: 3/4"=1'-0`
STEEL COLUMN
6"x1/2" EXPANSION JOINT i
I I I
1"x24" LONG THREADED
ANCHOR BOLTS. LOCATION
AND SIZE TO BE VERIFIED
I
ON STEEL SUPPLIER'S
ANCHOR BOLT PUN
3000 PSI POURED I If 44 d 1
CONCRETE PER .
d
d
° e° d
6" CONCRETE SLAB WITH "NYCON"
ADD MIXTURE ON 6 MIL VAPOR
WRIER OVER 4" OF COMPACTED
GRANULAR FlLL
° d
°6"z1/2" EXPANSION JOINT
Al 2" RIGID INSULATION BOARD
° N
p ° 3000 PSI POURED
CONCRETE PIER
OB" IN EACH
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F6 FOUNDATION PIER DETAIL
TF
3/4"=1'-0'
STEEL COLUMN 1
1"x16" LONG THREADED
ANCHOR DOLTS. LOCATION z1
AND SIZE TO BE VERIFIED 6"1 EXPANSION JOINT
ON STEEL SUPPLIER'S
ANCHOR BOLT PLAN 4000 PSI GROUT
I I
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d
d
d
°
d°
" - 1-1/2" RIGID
° ° INSULATION BOARD
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° ° 3000 PSI POURED
°d. e °°" -
° ° CONCRETE PIER
d
♦. ♦° ♦° °♦°.. ° ♦ ° • e♦ •.
d
No. 5 REBAR 08" IN
EACH DIRECTION
6'-0"x6'-0"
All FOOTINGS TO I ON COMPACTFO OR NNOISOIRRFO SOIIS
3'-8
Dt "1' 1
r a a.
_. _. l
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F5a FOUNDATION PIER DETAIL
scale: 3/4"=1'-0"
(4) No.5 REBARS III CIRCLE WRAP
a° 2" RIGID INSULATION BOARD
No. 5 REBAR OB" IN EACH
DIRECTION
STEEL COLUMN
Iwi LONG THREADED
ANCHOR BOLTS. LOCATION
AND SIZE TO BE VERIFIED
ON STEEL SUPPLIER'S
ANCHOR BOLT PLAN
1-1/2" RIGID INSULATION BOARD —�
_ 3000 PSI POURED
CONCRETE PIER
•° d
No. 5 REBAR OB" IN EACH
DIRECTION
ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS
F5 b FOUNDATION PIER DETAIL
scale: 3/4"=1'-0"
1/2 OF A 3600 SONOTUBE
WITH 40001 CONCRETE
AFTER THE STEEL HAS
BEEN SET
r EXISTING FLOOR
7"x1/2" EXPANSION JOINT
4000 PSI GROUT
l3O11.y0:'t a(GNJ3
STEEL COLUMN li
1 1/4" 18" LONG THREADED EXISTING WALL
ANCHOR DOLTS. LOCATION AND li li
SIZE TO BE VERIFIED ON STEEL EXISTING FLOOR
SUPPLIER'S ANCHOR BOLT PIAN
1-1/2" RIGID INSULATION BOARD
d 7"x1/2" EXPANSION JOINT
3000 PSI POURED °
CONCRETE PIER a , jP ° °• 4000 PSI GROUT
°^ , *
All FIKITINGS m FORM ON T:ONPACTFII OR HNOISOIRRFO SOILS
EXISTING FOOTER
• ' DATE: 09/10/18
FF
FOUNDATION PIER DETAIL
scaIs: 3/4"=1'-0"
Fhb
FOUNDATION PIER DETAIL
scale 3/4"-1'-.
F5e
FOUNDATION PIER DETAIL
scale: 3/4"-1- '.
REVISION
VERSATILE T T
T' •-°R`ii+TILL,.-°
CONSTRUCTION
GROUP, LLC.
370 Him EadNialtaTeO070° Maw Suft 4018410
CO
Pic 317.'JM.3570 Tae 317.838.3581
ana6: M•.q,.•BM_0e.4p1,
S DRAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP LLC
ANY
OTHER PURPOSE AND IS NOT TO BTHAN THE E USED DPROJECT
DESCRIBED HEREIN.
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ExlsnNc(B)
WNW
World Wide Motors
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.7700 East 96th Street
Indianapolis, Indiana
Eu ri
1 OQ
1 O
02.25.78 detail f8[ revised. column line moved closer t0 the wall.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
d SGDty of Camlte and lelodes
Job Na
17021
Date Stamped
01.17.18
Drawn By
int
Checked Rv
tan
Scale:
3/a"=1'-0"
Foundation Details
CAD FILE:
CERTIFIED BY:
G\17021\003 foundation detail .y
• ' DATE: 09/10/18