HomeMy WebLinkAbout36 A405 Wall Sections150
I&ATION MIYERS OF N. R22.3�
Y
6'6' SCREENED ALUMINUM LOUVER
030'-0' O.C.
16go. 6' METAL SND BRACING
016' O.C.
5/8' GSB SHEATHING
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.
J.
6' METAL SND BRACING
O.C.
T
LI'6 I. 'lP�
7
A416
J291
III I
LIL I
1 1
— 5/8' PLYWOOD SHEATHING
189x. On METAL STUDS 018' O.C.
ACM ALPOLIC PANEL SYSTEM
INSTALL PER MFG SPECIFICATIONS
FILL VOID WITH Be BATT INSULATION,
R-19, AND VAPOR BARRIER.
MINIMUM FLUSH WITH ROOF
INSULATION
pr.^ife'j3l r� T'Wi 71
ACM ALPOLIC PANEL SYSTEM
INSTALL PER MFG. SPECIFICATIONS
HOLD THE BOTTOM PANEL Be
ABOVE THE METAL DECKING
WHITE DURO-LAST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM. CONTINUE
ROOFING UP THE PARAPET WALL AND
TERMINATE BEHIND THE WALL PANEL
� J m
0
ACM ALPOLIC PANEL SYSTEM
INSTALL PER MFG. SPECIFICATIONS
DuPont TY'VEK COMMERCIAL WRAP
REMOVE EXISTING 5/8' OSB
SHEATING AND INSTALL NEW 5/8'
PLYWOOD SHEATHING
WALL SECTION Y1
SCALE: TM
1'-0' azoo Aaos
LL_
6'x6' SCREENED ALUMINUM LOWER
030'-0' O.C.
WHITE DURO-LAST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM. CONTINUE ROOFING
UP THE PARAPET WALL AND TERMINATE IN THE
MIDDLE OF THE TOP PLATE UNDER THE
PARAPET CAP. TERMINATE THE OTHER END ON
THE EXISTING ROOF
1690. 6' METAL SND SIMMONS
016' D.C.
51W 058 SHEATH=
ACM ALPOUC PANEL SYSTEM
INSTALL PER MFG. SPECIFICATIONS
5/0' PLYWOOD SHEATHING
DuPont TYVEK COMMERCIAL WRAP
1690. 8' METAL STUDS 018' O.G
HND THE BOTTOM PANEL Be
ABOVE THE EXISTING ROOF
WHITE DURO-VST 0150 MECHANICALLY
FASTENED ROOFING SYSTEM. CONTINUE
ROOFING UP THE PARAPET WALL AND
TERMINATE BEHIND THE WALL PANEL
________ - �.� W.Wv —LJI --
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---------------
118-4 --------------
118-4
FILL VTID WITH r BATT INSITUATION,
R-19, AND VAPOR BNWML
MINIMUM FLUSH WITH ROOF
INSULATION
I I
I I
L J
WALL SECTION X1
SCALE.. 1/2'- t'—o' A20o A405
2490. GRAVEL STOP
TREATED 2x8
WHITE DURC-LAST 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
STRUCTURAL MEMBER SEE
STRUCTURAL DRAWINGS FOR
INFORMATION
4' SMOOTH FACE FRLER BLOCK
NEW OVERHEAD DOOR AND
TRACK. MOUNTING PER
MANUFACTURERS SPECIFICATIONS
NEW CONCRETE FLOOR. SEE -
FOUNDATION PLANS FOR DETAILS
8' SMOOTH FACE BLOCK BOND
CA F
VERSATILE
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OST[ rRT TC rIO�T
CONSTRUCTION
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GROUP,
New N�YtI 11 Trwy � - 4818410
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BEAM GROUTED SOLID WITH (2)
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IXSIING(B)
NEW(A)
/4 HORIZONTAL REBAR
SHEET mgr
A405
0126.18 rebar spacing revised
RELEASED FOR CONSTRUCTION
Subject to compliancewithall regulations
of Sete and local Codes
City of Camlel
p+ACi1jW%aL
ALL BLOCK WALLS TO BE
24g0. GRAVEL STOP
Drawn By set
INSULATED WITH
Swle:
1/8"=t'-0"
Wall
YY C�11 Seietl0n5
CORE -FILL 500 INJECTED
TREATED 2x8
FOAM INSULATION OR
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ENGINEER ACCEPTED
EQUAL 110BEAM
8, SMOOTH FACE BLOCK BO!
GROUTED SOLD WITH
N0.5 REINFORCEDBARS AT�
32' C -C. FILL CORES WITH
N0.5 REINFORCED BARS AT
4,000psi GROUT OR
32' C -C. FILL CORES WITH
CONCRETE (REINF. BAR IAP
4,000Tmi GROUT OR
DISTANCE TO BE MIN. 20
WHITE DURO-VST DL50 MECHANICALLY
ER
RHES THE BAR DIAMETER)
FASTENED ROOFING SYSTEM. CONTINUE
YS
CONCRETE (KEINE. BAR IAP
ROOFING UP THE PARAPET WALL AND
pSTANCE TO BE MIN. OF 20
TERMINATE IN THE MIDDLE OF THE
BTAET
TOP PULE UNDER THE PARAPET CAP
S
ALL BLOCK WALLS TO BE
INSULATED WITH
(2)LAYERS OF 2' ISO BOARD
CORE -FILL 500 INJECTED
INSULATION. MIN. R22.3
FOAM INSULATION OR
ENGINEER ACCEPTED
EQUAL
a' SPLIT FACE BLOCK BOND
BEAM 018' -O -(BTM)
GROUPED SAND WIIX (2) f4 is
HORIZONTAL REBAR ++
8' SPLIT FACE BLOCK
w/12- SINGLE WIDTH TRUSS
WIRE HORIZ. REINFORCED.
8' SPLIT FACE BLOCK BOND
AT 16' C -C.
BEAM 016'-01(BIM)
GROUTED SOLID WITH (2) /4
HORIZONTAL REBAR
— 4' SPLIT FACE FILLER
STRUCTURAL MEMBER SEED
BLOCK
STRUCTURAL DRAWINGS FOR
INFORMATION
PANT THE BOTTOM OF
8' SPLIT FACE BLOCK
THE STRUCTURAL STEEL
w/12' SINGLE WIDTH TRUSS
WIRE HORIZ. REINFORCED.
AT 16' C -C.
STRUCTURAL MEMBER SEE
STRUCTURAL DRAWINGS FOR
INFORMATION
4' SPLIT FACE FILLER
4' SMOOTH FACE FILLER BLOCK
BLOCK
PANT THE BOTTOM OF
THE STRUCTURAL STEEL
n
Y
NEW OVERHEAD DOOR AND
TO
TRICK. MOUNTING PER
MANUFACTURERS SPECIFICATIONS
NEW CONCRETE FLOOR. SEE
FOUNDATION PUNS FOR DETAILS
WALL SECTION W1
SCALE: 1/2'- 1' -Ow IA200 IA405
WALL SECTION V1
SGL.E: 1/2'- 1'-W IA200 IA405
REVISION
CA F
VERSATILE
�— ` �Rv`a�Il+�
OST[ rRT TC rIO�T
CONSTRUCTION
l� 1VS lJ 1 1V
` GROUP LLC.
GROUP,
New N�YtI 11 Trwy � - 4818410
PoN ll: kwf Ovwoa o- 317.535.3Y1
M1011t MOONItlM�-6GCOTN
THIS DRAWING IS THE PROPERTY OF
VERS TrE CONSTRUCTION ROUP,NG IS L ANY
PROHIBITED WITHOUT THE PRIOR WRITTEN
CONSENT AND UNDER THE DIRECTION OF
THE PROFESSIONAL LICENSOR WHOSE SEAL
IS AFFIXED 10 THIS DRAWING.
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IXSIING(B)
NEW(A)
}World Wide 96th
,J7oo East 7Vtll l7 treet
Indianapolis,
Indianapolis, Indiana
1'
SHEET mgr
A405
0126.18 rebar spacing revised
RELEASED FOR CONSTRUCTION
Subject to compliancewithall regulations
of Sete and local Codes
City of Camlel
p+ACi1jW%aL
Jab No.
nD2t
Date Stamped
oi.l 718
Drawn By set
Checketl By
tab
Swle:
1/8"=t'-0"
Wall
YY C�11 Seietl0n5
CAD FILE
ILL
CERTIFlED BY:
G:\17e21\X400 wall Xeaconsdwg
0 ' DATE: 09/10/18