HomeMy WebLinkAbout41 A410 Wall Sections80 %1 FACE BLOCK BOND
KAM GROUTED SOLD WITH (2)
14 HORIZONTAL REBAR
SUSPENDED CEIUNG
010'-01 A.F.F.
5/8' TYPE X. FIRECODE
DRYWALL
209a 3-5/B1 METAL SIDS 0181
O.C. TO 10'-0' A.F.F.
STRUCTURAL MEMBER SEE
STRUCTURAL DRAWINGS FOR
INFORMATION
4000 PSI CONCRETE SLAB WITH
4x4xW2.9xW2.9 FABRIC OVER
1 1/2. 2290. C—DECK
001.5 STEEL CHANNEL
02'-0. O.C.
Be SMOOTH FACE BLOCK BOND
BEAM GROUTED SOLID WITH (2)
14 HORIZONTAL REBAR
Be SMOOTH FACE BLOCK w/B1
SINGLE WIDTH TRUSS WIRE HORIZ.
REINFORCED. AT 18' C—C.
No.5 REINFORCED BARS AT 32'
C—C. FILL CORES WITH 4,000ped
GROUT OR CONCRETE. (REINF.
BAR LAP DISTANCE TO BE MIN.
OF 20 TIMES THE BAR
DIAMETER)
120 SMOOTH FACE BLOCK BOND
BEAM GROUTED SOLID WITH (2)
14 HORIZONTAL REBAR
121 SMOOTH FACE BLOCK BOND
BEAM 07'-41 AF.F.(B1M)
GROUTED SOLID WITH (2) 14
HORIZONTAL REBAR
No.5 REINFORCED BANS AT 321
C—C. FILL CORES WITH 4,000pe1
GROUT OR CONCRETE. (REINF.
BAR IAP DISTANCE TO BE MIN.
OF 20 TIMES THE BAR
DIAMETER)
121 SMOOTH FACE BLOCK w/121
SINGLE WIDTH TRUSS WIRE HORIZ.
REINFORCED. AT 181 C—C.
WALL SECTION 02
SCALE 1/2•— 1'-0• x200 IA410
8• SMOOTH FACE BLOCK BOND
BEAM GROUTED SOLID WITH (2)
µ HOR NOTAL REI IR
5181 TYPE X. FIRECODE
DRYWALL
20go. 1-5/8' METAL STUDS 0181
O.C. THE OUTSIDE FACE OF THE SND
TO SIT 21 DFF THE FACE OF THE
BLOCK
5/81 TYPE X, FIRECODE
DRYWALL
TO SIT 2' OFF THE FACE OF THE
BLOCK
3X&1/4 T.S.
REMOVE DL EFS —
FACADE AND NSTAIL
NE* NEW
, OSB AS
TAPERED INSULATION ON 70P OF THE (2)
LAYERS OF 21 INSULATION. START
INSULATION AT 31 IN THE CENTER AND
TAPER DOWN TO THE EDGE OF THE ROOF
ON EACH SIDE.
STRUCTURAL MEMBER SEE -
SIRUCTURAL DRAWINGS FOR
INFORMATION
WHITE DURO—LAST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM. CONTINUE
ROOFING DOWN THE SIDE WALL AND
TERMINATE ON THE EXISTING ROOF
(2)LAYERS OF 21 ISO BOARD
INSULATION. MIN. R22.3
20'-01:
WALLSECTION N2
LE 1/2•— 1'-0
SCA' A200 IA410
5/8. OSB SHFATHNG —
1890 3-5/8• MESAL SND
BRACM Ole O.C.
3x3xl/4 T.S.
-----------------
TX,�X�CTZ2,—SL�XrT T 1Z T —
REMOVE EX. EIFS _----/�1�----- F/S>=----��_
FACADE AND INSTALL
NNEW
EWED8'OSB AS
III-----------------
III III
III III
III III
III
III
II I II II
II I II II
II I II II
II I II II
III I
III III
III III
III III
III III
L —I
EXISTING BULKHEAD
2xB
WHITE DURO—LAST DL50 MECHANICALLY
FASTENED ROOFING SYSTEM. CONTINUE
ROOFING OVER THE NEW WALL AND
TERMINATE ON THE EXISTING ROOF
(2)LAYERS OF 21 ISO BOARD
INSULATION. MIN. R22.3
FILL GAP IN RIGID INSULATION
WITH SPRAY FOAM INSULATION
STRUCTURAL MEMBER SEE
SFRUCTUTAL DRAWINGS FOR
NFORMA7DN
i cr
WALL SECTION M2
SCALE: 1/20— 1'-0• A200 A400
REVISION
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VERSATILE RSATILE
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ONSTRT C ION
CONSTRUCTION
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570 EaN Tracy Rood. Suile 810
New Whiteland, Indiana 48184
Ph: 317.535.3579 Fax: 317.535.3581
NnaO: iMOOvereotilw-Ilo.com
THIS DRAWING IS THE PROPERTY OF
VERSITILE CONSTRUCTION GROUP' LLC ANY
ALTERATION TO THIS DRAWING IS STRICTLY
PROHIBITED WITHOUT THE PRIOR WRITTEN
CONSENT AND UNDER THE DIRECTION OF
THE PROFESSIONAL LICENSOR WHOSE SEAL
AFFIXED THIS DRAWING.
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Indianapolis, Indiana
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02 25.18 2nd floor wall furring revised on section 02
RELEASED FOR CONSTRUCTION
Subject to compliancewithall regulations
of State and local Codes
City
Ci of Cannel
NYY�\W AWL
Jo No.
J
17021
I Date Samped
01.17 18
Drawn By
set
Checked By
tab
Scale:
1/8"= Y-0'
Wall Sections
CAD FILE:
CERTIFIED BY:
G:\n021\a400 wall seaeonsewa
0 ' DATE: 09/10/18