HomeMy WebLinkAbout38 A407 Wall Sections24ga. GRAVEL STOP
TREATED 2x4
6'x6' SCREENED ALUMINUM LOUVER —
030'-0' O.C.
5/8' OSB SHEATHING
20ga. 3 5/8' METAL SND 2DOO. 3 5/8' METAL STUDS
BRACING 016' O.C. 018' O.C. •i
N
3/8' OSB SHEATHING
WHITE DURO-LAST DL50 MECHANICALLY 1 1/2' E.I.F.S. FACADE
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 EKISRNG ROOF I
— — — — — — — — — — — — — — — — �
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T-
TREATED
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TREATED
2x6
— II 11 'i
_ �� II
FILL CAP N RIGID INSULATIONI 11
wmi SPRAY FOAM INSULATION �11I
�-�IU am
EXISTING WALL —
rrI
EXISTING W24 STRUCTURAL BEAM 4' SMOOTH FACE FICKLLER BLO
..: I ON BORT SIDES OF THE BEAM
1 1/2' EII FACADE
12' SMOOTH FACE BLOCK W/12'
SINGLE WIDTH TRUSS WALE HOR2
REINFORCED. AT 16' C-0.
Mas REINFORCED BARS AT 32'
C—C. FILL CORES WITH 4,000pW
GROUT OR CONCRETE (REINF.
BAR LAP DISTANCE TO BE MN.
OF 20 TIMES THE BAR
DIAMETER)
ALL BLOCK WALLS TO BE
INSULATED WITH CORE -FILL 500
INJECTED FOIA INSULATION OR
ENGINEER ACCEPTED EQUAL
— — — — — — — —
DRILL HOLE AND PEG RMAR
INTO THE DMING FOUNDATION
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WALL SECTION D2
SCALE: 1/2•— t'-0' IA20OIA407
(I SCREENED ALUMINIUM LOUVER
030'-0' O.C.
5/8' OSB SHEATHING —
20go. 3 5/8' METAL SND
BRACING 016' 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
1
W
— awe hD —Jr.
I I II I
��
FILL CAP IN RIGID INSULA
WITH SPRAY FOAM INSULATION -�1
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WALL SECTION C2
SCALE: 1/2'- 1'-0' IA20OIA407
18ga. 8' YETAL S1U06 O78' O.C. 1 5/8' PLYWOOD SHEATHING
L DuPont TYVEK COMMERCKL WRAP
JJ ACM ALPOLC PANEL SYSTEM
INSTALL PER MFG. SPECIFICATIONS
Y
n
Q
2/9a. GRAVEL STOP Te
TREATED 2x4 TREATED 2x4
MINI 3 3/8' 11ETAL. STUDS
018' O.C.
5/8' OSEI SHFATHING
1 1/2' EI.FS. FACADE
—7rc�----�r�T---- i —
//
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LJ
WALL SECTION B2
SCAII 1/2'— 13-D' IA20OIA407
r —
'— VERSATILE
l� 1V e71 lJ 1 1V
OTS RT C ION
CONSTRUCTION
GROUP,LLC.
370 East T racy Road. Suite 610
New 17.55.3 9 Fax:
PN: 317.535.3579 Fax: 317.535.3561
317.5
email: intoOvenatile-Ila.com
THIS DRAWING IS THE PROPERTY OF
arERAro�°oSr�sTORAWGROUP,
NC 5'Sr STRICTLY
PROHIBITED WITHOUT THE PRIOR WRITTEN
CONSENT AND UNDER THE DIRECTION OF
THE PROFESSIONAL LICENSOR WHOSE SEAL
IS AFFIXED 10 THIS DRAWING.
AAAptINIT/Y
`J§� -\AB�71i�
� QF. AgerE%,/
� ~ NO
_* 19700309.,. *_
iP STATE or �\
��kgnp �F
/�IjI III \\```
'� /R � �
EXISTING(B)
NEWA
()
}W�� orld Wi(d�Le jMotors
,J7oo East 96tH Street
7
Indianapolis, Indiana
L'
^ n O�
L�`-F
01 26.18 rebar spacing revised
RELEASED FDR CONSTRUCTION
Subject to compliance with all regulations
at Stae andLocal Codes
City
Job No.
2By
Date Stamped
01.17 1By
Drown
kset
• r
r r
YY LL J
WallSections
CAD FILE:
CERTIFIED BY:
EO>I677ND
RFS
OCIA1
EWW COATING
F
ETasTim WALL
20ga. 3 5/8' METAL
STUDS
016' O.C.
7
1
804' SCREENED ALUMINUM LOUVERL----
030'-0' O.C. T '.
Y
5/8' OSB SHEATHING
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 E10STNG ROOF
169a. 6' METAL SKID BRACING
018' O.C.
5/8' OSB SHEATHING
F T------ Y ------T
I _ 10 1 TREATED 2x6
I I I I
1 Fl GAP IN WITH SPRAY
FIA INSULATION I I
NEW ANGLE IRON TO BE BOLTED
THROUGH THE BAR JOIST
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WALL SECTION '
SCA1/2'— t' -o
LE: A20o A407
5/8' PLYWOOD SHEATHING
18ga. 8' MEAL STUDS 018' C.C.
ACM ALPOLUC PANEL SYSTEM
INSTALL PER MFG. SPECIFICATIONS
FILL VOID WITH 6' BATT INSULATION,
R-19, AND VAPOR BARRIER.
MINIMUM FLUSH WITH ROOF
INSULATION
REMOVE EXISTING 5/8'
OSB SHEA71NG AND
INSTALL NEW 5/8'
PLYWOOD SHEATHING
REVISION
'— VERSATILE
l� 1V e71 lJ 1 1V
OTS RT C ION
CONSTRUCTION
GROUP,LLC.
370 East T racy Road. Suite 610
New 17.55.3 9 Fax:
PN: 317.535.3579 Fax: 317.535.3561
317.5
email: intoOvenatile-Ila.com
THIS DRAWING IS THE PROPERTY OF
arERAro�°oSr�sTORAWGROUP,
NC 5'Sr STRICTLY
PROHIBITED WITHOUT THE PRIOR WRITTEN
CONSENT AND UNDER THE DIRECTION OF
THE PROFESSIONAL LICENSOR WHOSE SEAL
IS AFFIXED 10 THIS DRAWING.
AAAptINIT/Y
`J§� -\AB�71i�
� QF. AgerE%,/
� ~ NO
_* 19700309.,. *_
iP STATE or �\
��kgnp �F
/�IjI III \\```
'� /R � �
EXISTING(B)
NEWA
()
}W�� orld Wi(d�Le jMotors
,J7oo East 96tH Street
7
Indianapolis, Indiana
L'
^ n O�
L�`-F
01 26.18 rebar spacing revised
RELEASED FDR CONSTRUCTION
Subject to compliance with all regulations
at Stae andLocal Codes
City
Job No.
2By
Date Stamped
01.17 1By
Drown
kset
Checked
tab
Scale:
1/8"-I'-0'
YY LL J
WallSections
CAD FILE:
CERTIFIED BY:
G:\17021\a400 wall seoaonsewg
DATE: 09/10/18