HomeMy WebLinkAbout39 A408 Wall Sections1
a
lag& 8' METAL STUDS Ole O.C.
FILL VOID WITH 8' BATT INSULATION,
R-19, AND VAPOR BARRIER.
MINIMUM RUSH WHIT ROOF
INSULATION
N zi*IIbsa:
6' BUTT INSULATION, R-19, AND
VAPOR BARRIER
5/8' OSB SHEATHING
18ga. 8" METAL STUDS OTO' O.C.
WHITE DURO—VST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM.
TERMINATE ROOFING ON THE IX.
ROOF. TERMINATE THE OTHER END 24'
BEHIND THE METAL PANELS
5/8' OSB SHEATHING
18ga. 3-5/8' METAL STUD
BRACING 018' O.C.
r----� 24ga. GRAVEL STOP
189a. 6' METAL STUD BRACING TREATED 2x12
016' O.C.
5/8' OSB SHEATHING
WHITE DURO—VST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM.
TERMINATE ROOFING ON METAL GRAVEL
STOP
121LAYERI OF 2' ISO BOARD WHITE DURO—LAST DL50 MECHANICALLY
INSULATION. MIN. R22.3
FASTENED ROOFING SYSTEM i0 START
- ON THE EXISTING ROOF, RUN UP THE
MASONRY WALL AND TERMINATE UNDER
THE GRAVEL STOP
5/8' TYPE X. FIREWDE
DRYWALL
I
J
I` TREATED 202
FILL GAP IN RIGID INSULATION
WITH SPRAY FOAM INSULATION
STRUCTURAL MEMBER SEE
STRUCTURAL DRAWINGS FOR
INFORMATION
OUTSIDE FACE OF SND
WALL TO ALIGN WITH
THE OUTSIDE OF THE
STEEL BEAM
5/8" TYPE K, FIRECODE
DRYWALL
20g0. 3-5/8' METAL STUDS 016'
O.C.
NEW CONCRETE FLOOR. SEE
FOUNDATION PLANS FOR DETAILS
WALL SECTION F H2
SCALE 1/2'= 1r-0' A200 A408
T ---T
I I
I
I I
1 1
EXISTING WAIL
12' SMOOTH FACE BLOCK
BOND BEAM GROUTED
SOUD WITH (2) /4
HORIZONTAL REBAR
(5) COURSES OF 12' SMOOTH
FACE BLOCK W/12' SINGLE
WIDTH TRUSS WIRE HORIZ.
REINFORCED. AT 16' C—C.
No.5 REINFORCED BARS AT 32'
C—C. RLL CORES WITH 4,000paI
GROUT OR CONCRETE. (REINF.
BAR IAP DISTANCE TO BE MIN.
OF 20 TIMES THE BAR
DIAMETER)
PEG REBAR INTO THE EXISTING
WALL 16'
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — _ _ _ _ _
VIA
VA
r_EL.I_
I_ _ _ _ _ — L
WALL SECTION FG2a
SCALE 1/2'xx 1'-0' A200 A406
249a. GRAVEL STOP
TREATED 202
WHITE DURO-VST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM TO START
ON THE EXISTING ROOF, RUN UP THE
MASONRY WALL AND TERMINATE UNDER
THE GRAVEL STOP
—R-----T/T7----7j=
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12' SMOOTH FACE BLOCK
BOND BEAM GROUTED
SOLID WITH (2) /4
HORIZONTAL REBAR
(5) COURSES OF 12' SMOOTH
FACE BLOCK W/12' SINGLE
WIDTH TRUSS WIRE HORR.
REINFORCED. AT 1B' C—C.
No.S REINFORCED BARS AT 32'
C—C. FILL CORES WITH 4,000psi
GROUT OR CONCRETE (REINF.
BAR LAP DISTANCE TO BE MIN.
OF 20 TIMES THE BAR
DIAMETER)
PEG REBAR INTO THE EXISTING
WALL 16'
2490. GRAVEL STOP
7TEAlED 2x4
818' SCREENED ALUMINUM LOWER
030'-0'00D.C.O.C. 8'x6' SCREENED ALUMINUM LOWQt
030'-0' O.C.
- 24ga. GRAVEL STOP
TREATED 2x4
5/8' OSB SHEATHING
5/8' OSB SHEATHING
• 2111 3 5/8' METAL SND
20ga. 3 5/8' METAL SND 2090. 3 5/8' METAL STUDS BRACING 016' O.C.
BRACING 016' O.C. 018' O.C. V.
WHITE DURO—LAST DL50 MECHANICALLY 5/8' OSB SHEATHING
FASTENED ROOFING SYSTEM. CONTINUE ROOFING WHITE DURO—LAST DL50 MECHANICALLY
UP THE PARAPET WALL AND TERMINATE IN THE 1 1/2' ELFS. FACADE FASTENED ROOFING SYSTEM. CONTINUE ROOFING
MIDDLE OF THE TOP PLATE UNDER THE UP THE PARAPET WALL AND TERMINATE IN THE
PARAPET CAP. TERMINATE THE OTHER END ON MIDDLE OF THE TOP PLATE UNDER THE
THE EXISTING ROOF PARAPET CAP. TERMINATE THE OTHER FUD ON
FILL GAP IN RIGID INSULATION it THE EXISTING ROOF
WITH SPRAY FOAM INSULATION ------ ----------LI
2TREI
x8 I I III
TREATED / / A A / / III I I II
2x6 I I III
I �_ L III
FLL CAP IN FRIGIDOAM INSULATION II
Y81T1 SPRAY FONT INSUTAIION�I
_------------ _ EfOSI81G WNL IJft
Al F1 I
l A
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H'141
— EXISTING W24 STRUCTURAL BM � H I
EA
----------------
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I I
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WALL SECTION F 132
SCALE: 1/2'xx 1'-0' IA20OIA408
a iy„—IT!7^/TII
WALL SECTION F2
SCALE: 1/2 l'-0" IA20OIA408
WALL SECTION �E2�
SCALE: 1/20= 1--0' IA20OIA408
209a. 3 5/8' METAL STUDS .
016' O.C.
in
5/8' OSB SHEATHING
1 1/2' E.I.F.S. FACADE
REVISION
�J�
u
VERSATILE
T TAT
COlV S 1 RUC 1 IOlV
CONSTRUCTION
7
` GROUP LLC.
\ 570 East Tracy Road. Suite 610
/ New Whiteland, Indiana 48184
Fax:
PN: 317.535.3579 Fal: 317.535.3551
THIS DRAWING IS THE PROPERTY OF
ALTERATION SITILE CONSTRUCTION
DRAWING IS STRICTLY
PROHIBITED WITHOUT THE PRIOR WRIT EN
CONSENT
CONSENT AND UNDER THE DIRECTION OF
THE PROFESSIONAL LICENSOR WHOSE SEAL
IS AFFIXED TO THIS DRAWING.
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World Wide Motors
} (� (�L♦♦TL. }
3900 East 96th Street
Indianapolis, Indiana
A408
RELEASED FOR CONSTRUCTION
Subject tocompliance d Local Callo regulations
d State anadlC lel Odes
City
I
L
I
J
WALL SECTION �E2�
SCALE: 1/20= 1--0' IA20OIA408
209a. 3 5/8' METAL STUDS .
016' O.C.
in
5/8' OSB SHEATHING
1 1/2' E.I.F.S. FACADE
REVISION
�J�
u
VERSATILE
T TAT
COlV S 1 RUC 1 IOlV
CONSTRUCTION
7
` GROUP LLC.
\ 570 East Tracy Road. Suite 610
/ New Whiteland, Indiana 48184
Fax:
PN: 317.535.3579 Fal: 317.535.3551
THIS DRAWING IS THE PROPERTY OF
ALTERATION SITILE CONSTRUCTION
DRAWING IS STRICTLY
PROHIBITED WITHOUT THE PRIOR WRIT EN
CONSENT
CONSENT AND UNDER THE DIRECTION OF
THE PROFESSIONAL LICENSOR WHOSE SEAL
IS AFFIXED TO THIS DRAWING.
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World Wide Motors
} (� (�L♦♦TL. }
3900 East 96th Street
Indianapolis, Indiana
A408
RELEASED FOR CONSTRUCTION
Subject tocompliance d Local Callo regulations
d State anadlC lel Odes
City
JOE No.
26y
Dote S1 0117tomped
16y
Draw
set
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tab
Scale-
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email: 1.535.3579
CAD FILE:
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WallSections
CERTIFIED -
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0 � DATE: 09/10/18