HomeMy WebLinkAbout43 A412 Wall Sections181 6' METAL STUDS 016' O.C.
BEIWEEEN THE ANGLE IRONS
2x2x1/4 ANGLE IRON WELDED TO
THE TOP OF THE STEEL BEAM
06'-0' O.C.
2Dgo. COATED GALVANIZED STEEL MFG: CENTRA
ITEM No.: CONCEPT SERIES COLOR: 9989 PLATINUM
STOP SIDING 8' ABOVE THE ROOF EXCEPT AT THE
ROOF UDDER LOCATION. HOLD SIDING 18' ABOVE
THE ROOF AT THAT LOCATION
5/8' OSB SHEATHING
WHITE DURO-UST DL50
MECHANICALLY FASTENED
ROOFING SYSTEM. TERMINATE
2'-0' UP THE WALL BEHIND
THE SIDING
4x3x1/4 ANGLE IRON WELDED TO
THE TOP OF THE BAR JOIST
6' El INSULATION, R-19
5/8' TYPE X. F RECODE DRYWALL
WRAP DRYWALL AROUND -
FRAMING PRIOR TO WINDOW
INSTALLATION
1' INSULATED GLASS -
2 1/2x4 1/2' ALUMINUM
WINDOW
WRAP DRYWALL AROUND
FRAMING PRIOR TO WINDOW
INSTALLATION
4x6xl/4 ANGLE IRON WELDED TO
THE TOP OF THE BAR JOIST
24go. METAL GRAVEL STOP
WHITE DURO-LAST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM.
TERMINATE UNDER THE PARAPET CAP
(2)LAYERS OF 2' ISO BOARD
INSULATION. MIN. R22.3
5/8' TYPE X. FIRECODE
DRYWALL
18go. 6' METAL STUDS 016' O.C.
WITH BLACK IRON LOCKING BARS
III O.C.
�5 SUDED CEILING 411 A.F.F.
5/8' TYPE X, FIRECODE 1a
DRYWALL n
18go. fi' META_ STUDS 016' D.C.'^
WITH BLACK IRON LOCKING BARS iv
- OB' -0' O.C.
5/8' TYPE X, FIRECODE DRYWALL
2X4 WOOD SND
WALL SECTION �A3�
SCALE: 1/2'- 1'-0' a20o A4I2
24go. METAL GRAVEL STOP
WHITE DURO-VST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM.
TERMINATE UNDER THE PARAPET CAP
(2)LAYERS OF 2- ISO BOARD
INSULATION. MIN. R22.3
18go. 6' METAL STUDS Ill O.C.
BEIWEEEN THE ANGLE IRONS
2x211/4 ANGLE IRON WELDED TO
THE TOP OF THE STEEL BEAM
III O.C.
20go. COATED GALVANIZED STEEL
MFG: CENRtIA
ITEM No.: CONCEPT SERIES
COLOR: 9989 PLATINUM
5/8' TYPE X FIREDDCEORY11'ILL 5/8' OSB SHEATHING
Ell BATT INSULATION, R-19, AND
411 0 VAPOR BARRIER
189M On METAL BOX HEADER
WRAP DRYWALL AROUND THE BOTTOM OF 'I
THE HEADER AND TRIM WITH WHITE
DRYWALL L -TRIM AT THE WINDOW FRAME
Is INSULATED GLASS
I I
2 1/20x4 1/2' ALUMINUM WINDOW
WRAP DRYWALL AROUND THE TOP
OF THE SILL AND TRIM WITH
WHITE DRYWALL L -TRIM AT THE
WINDOW FRAME
TREATED 2x6
5/8' TYPE X, FIRECODE DRYWALL
STOP SIDING 8' ABOVE THE ROOF
4x3x1/4 ANGLE RON WELDED To
THE TOP OF THE 842 JOIST
fi' BATT INSULATION, R-19. AND
VAPOR BARRIER
5/8' TYPE X. FIRECODE
DRYWALL
18go. 6' METAL STUDS III O.C.
WITH BUCK IRON LOCKING BARS
III O.C.
4x8x1 4 ANGLE IRON WELDED TO
THE TOP OF THE BAR JOIST
WALL SECTION Z2
SCALE: 1/2'- t'-0' A200 A412
8' SMOOTH FACE CAP BLOCK -
8l SMOOTH FACE BLOCK BOND
BEAM GROUTED SOLD WITH (2)B4
HORIZONTAL REBAR
8' SMOOTH FACE BLOCK W/8' -
SINGLE WIDTH TRUSS WIRE HORIZ.
REINFORCED. AT 8' C -C.
I REINFORCED BARS AT 48'
C -C. FILL CORES WITH 4,000psi
GROUT OR CONCRETE (REINF.
BAR LAP DISTANCE TO BE MIN.
OF 20 TIMES THE BAR
WALL SECTION Y2
SCALE: 1/2'- 1'-0' A200 A412
WHITE DURO-LAST DL50 MECHANICALLY —
FASTENED ROOFING SYSTEM.
STRUCTUR
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STRUCTUR
(2)LAYERS OF 2- ISO BOARD
INFORMATII
INSULATION. MIN. R22.3
Job No.
26y
Date Starroe
01.17
l6y
8' Si
Checked
tab
BEAM
SOLID
REBA
8' SMOOTH FACE BLOCK BOND
BEAM 018' -O -(BTM) GROUTED
SOLD WITH (2)B4 HORIZONTAL
REBAF2
8- SMOOTH FACE BLOCK W/8'
SINGLE WIDTH TRUSS WIRE HORIL
REINFORCED. AT 8' C -C.
TO DECK
III REINFORCED BARS AT 45'
C -C. FILL CORES WITH 4,001
GROUT OR CONCRETE (REINF.
BAR LAP DISTANCE TO BE MIN.
OF 20 TIMES THE BAR
DIAMETER)
WALL SECTION X2
SCALE 1/2'- t' -V A2o0 A412
WHITE DURO-LAST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM.
(2)LAYERS OF 2- ISO BOARD
INSULATION. MIN. R22.3
WALL SECTION W2o
SCALE: 1/2'- l'-0' A200 A412
WHITE DURDI DL50 MECHANICALLY
FASTENED ROOFING SYSTEM.
(2)LAYERS OF 2- ISO DOW
INSULATION. MIN. R22.3
STRUCTURAL MEMBER SEE
STRUCTURAL DRAWINGS FOR
INFORMATION
8' SMOOTH FACE BLOCK BOND
BEAM 021' -4 -(BTM) GROUTED
SOLID WITH (2)/4 HORIZONTAL
REBAR
SMOOTH FACE BLOCK BOND
ENA 011'-4'(Ell GROUTED
CUD WITH (2)/4 HORIZONTAL
EBAR
SMOOTH FACE BLOCK w/8'
INGLE YAM TRUSS WIRE HORIZ.
EINFORCED. AT 16* C -C.
o.5 REINFORCED BARS AT 32'
-C. FILL CORES WITH 4,000pei
ROUT OR CONCRETE (REINF.
AR LAP DISTANCE TO BE MIN.
IF 20 TIMES THE BAR
AMEIER)
WALL SECTION W2
SCALE 1/2'-_00
A2o0 A412
24go. GRAVEL STOP
TREATED 2x8
8' SMOOTH FACE BLOCK BOND
BEAM GROUTED SOLID WITH (2)/4
HORIZONTAL REBAR
WHITE DURO-VST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM. CONTINUE
ROOFING UP THE PARAPET WALL AND
TERMINATE IN THE MIDDLE OF THE
TOP PLATE UNDER THE PARAPET CAP
(2)LAYERS OF 2- ISO BOARD
INSULATION. MIN. R22.3
STRUCTURAL MEMBER SEE
STRUCTURAL DRAWINGS FOR
INFORMATION
8' SMOOTH FACE BLOCK BOND
BEAM 018'-0' AF.F.(BTMQ
GROUTED SOLID WITH (2)/4
HORIZONTAL REBAR
8' SMOOTH FACE BLOCK BOND
BEAN OH'-4'(BTM) GROUTED
SOLID WITH (2)#4 HORIZONTAL
REBAR
8' SMOOTH FACE BLOCK w/8'
SINGLE WIDTH TRUSS WIRE HORIZ.
REINFORCED, AT 16' C -C.
1 REINFORCED BARS AT 32'
C -C. FILL CORES WITH 4,0001
GROUT OR CONCRETE. (REINF.
BAR LAP DISTANCE TO BE MIN.
OF 20 TIMES THE BAR
DIAMETER)
WALL SECTION V2
SCALE 1/2'- t' -o' A2o0 A412
STRUCTURAL MEMBER SEE
STRUCTURAL DRAWINGS FOR
INFORMATION
REVISION
VERSATILE RJA�ILL'
�� CONSTRUCTION
/�
` GROUP LLC.
\ 570 East Tracy Road. Suits 610
/ New Whiteland, Indiana 46164
3 Fax:
P8: 317.535.3579 Fax: 317.535.3551
THIS DRAWING IS THE PROPERTY OF
ERSITILE CONSTRUCTION GROUP, LLC ANY
ALTERATION TO THIS DRAWING IS STRICTLY WITHOUT THE PRIOR WR17EN`�O
CONSENT AND UNDER THE DIRECTION OF
CONSENTHE OFPROHIBITEHSSI UNDENAL RWHOSE SEAL
IS AFFIXED TO THIS DRAWING.
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EXIBRNG(B)
World Wide Motors
39�� East 9�t� Street
Indianapolis, Indiana
rU n•Lr
A412
to 4'-8� tall
01.26.18 wa��������ll section Y2 ���revise�����������
Subject to compliance with all regulations
d State and MLocal elodes
1T'
Job No.
26y
Date Starroe
01.17
l6y
Drown
kset
Checked
tab
Scale-
1/8"=I'-0'
1.535.3579
email:
CAD FILE:
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WallSections
CERTIFlED BY:
G:tn02l\o400 wall se«6l
• ' DATE: 09/10/18