HomeMy WebLinkAboutZ-5758-C Map 104
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4'-0"
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516N AREA
4. 24'-0"
N.T.5 L -
4'-0"
N.T.5
a z z
MAIN ENTRY SIGN ELEVATION
SIGN
AREA
DOUBLE AYTHE MA50NRY HALL
ALT: SINGLE AYTHE 6" X 12"
MASONRY BY BORAL BRICK
OF PiALL
J_F6.
24'-00
MAIN ENTRY S 1 GN PLAN
1/2" = '-OI
4' 1'-11" 4'
4'-0"
4E OF FOOTING BELOW,
'P.
"L. FENCE AHERE
'PLICABLE
VG. FILLED CAVITY
A7 4 - #5 VERT. TO
FOOTING IN/ #5 TIES ATI6" O.G.
CO:UMN PLAN, TYP.
S
CAST STONE GAP
3RIGK ROWLOCK COURSE
04 HORIZ. CONT.
SOLDIER COURSE
IOUBLE AYTHE
,RICK HALL A/
RICK TIES EVERY (2)
OUR5E5 AT COL.
ROUT FILL
2) #4 VERTICAL AT
3" O.G. Y41 4" LEGS
SONG. FOOTING
2 - #4 CONT. T45
COL. FTG. BEYOND
BRICK VENEER
-1" SO. STEEL TUBING
5/6" DIA. X 4" LONG
EXPANSION BOLT INTO
MASONRY COLUMN THRU
1" 50. STEEL TUBE
(GUT SLEEVE AS REQUIRED
TO FIT EQUAL DISTANCE
EACH END OF FENCE
SECTION
PENCE CONNECTION PTL..
4
SRI CSG HALL SECTION
fE
5/4" = 1'-O"
1 1/4 X 2 1/2 X 1/5" THK.
STEEL TUBE TOP RAIL.
I" SQUARE STEEL TUBE- HELD
TO TOP RAIL.
1" 50. STEEL TUBE
r L
LINE OF FOOTING AT
COLUMN BEYOND
I I
I I
L— — — — — — —
METAL PENCE SECT.
G5/4" = 1'-O"
4'-0"
ry ry
LL
Into
r — —
#5 RT
AT 6" O.IG.
— 1 v v 1
T:
•t_14 v
v ry
v
t
#4X4' -O" I . ,
1� 1
DOAEL —` J
AT TOP
COURSE
L--------------
DOUBLE AYTHE
MASONRY WALL
ALT: 51NGLE AYTHE 6X12
BY BORAL BRICK
HORIZ. MASONRY REINFOI
AT 16" O.G. VERTICALLY
LINE OF FOOTING BELOW
4'-5" 5Q. X 1'-4" A/
5 - #5 X 4'-2" EA. AAY
GONG. FILLED CAVITY
A/ 4 - #5 VERT. TO
FOOTING A/ #5 TIES AT
COLO'
5/4" = I' -O"
Esff 7o 1
ROWLOCK COURSE
4 - #4 VERT. A/
6" LEG -5 4 A/ #5
TIES AT 24" O.G.
GONG. FILLED CAVITY
BRICK VENEER
9hb USE OUT BRICK
FOR
HEADER COURSE
GONG. FOOTING
5 - #5 X 2'-1" EACH AAY
FOR EXACT FOOTING
DEPTH, REFER FOUNDATION
DETAILS
=XYiiNSION JC?INT—
r ry , PROVIDE ELASTIC
o I JOINT SEALANT,
TYP.
EXP. JOINT: PROVIDEELASTIC
JOINT SEALANT, TYP. COLQMN_AT_MAIN _ENTRY S 1 GN
5/4" I -O — — — —
COLUMN PLAN AT MAIN ENTRY S 1 GN
COURSE
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4'-0"
4E OF FOOTING BELOW,
'P.
"L. FENCE AHERE
'PLICABLE
VG. FILLED CAVITY
A7 4 - #5 VERT. TO
FOOTING IN/ #5 TIES ATI6" O.G.
CO:UMN PLAN, TYP.
S
CAST STONE GAP
3RIGK ROWLOCK COURSE
04 HORIZ. CONT.
SOLDIER COURSE
IOUBLE AYTHE
,RICK HALL A/
RICK TIES EVERY (2)
OUR5E5 AT COL.
ROUT FILL
2) #4 VERTICAL AT
3" O.G. Y41 4" LEGS
SONG. FOOTING
2 - #4 CONT. T45
COL. FTG. BEYOND
BRICK VENEER
-1" SO. STEEL TUBING
5/6" DIA. X 4" LONG
EXPANSION BOLT INTO
MASONRY COLUMN THRU
1" 50. STEEL TUBE
(GUT SLEEVE AS REQUIRED
TO FIT EQUAL DISTANCE
EACH END OF FENCE
SECTION
PENCE CONNECTION PTL..
4
SRI CSG HALL SECTION
fE
5/4" = 1'-O"
1 1/4 X 2 1/2 X 1/5" THK.
STEEL TUBE TOP RAIL.
I" SQUARE STEEL TUBE- HELD
TO TOP RAIL.
1" 50. STEEL TUBE
r L
LINE OF FOOTING AT
COLUMN BEYOND
I I
I I
L— — — — — — —
METAL PENCE SECT.
G5/4" = 1'-O"
4'-0"
ry ry
LL
Into
r — —
#5 RT
AT 6" O.IG.
— 1 v v 1
T:
•t_14 v
v ry
v
t
#4X4' -O" I . ,
1� 1
DOAEL —` J
AT TOP
COURSE
L--------------
DOUBLE AYTHE
MASONRY WALL
ALT: 51NGLE AYTHE 6X12
BY BORAL BRICK
HORIZ. MASONRY REINFOI
AT 16" O.G. VERTICALLY
LINE OF FOOTING BELOW
4'-5" 5Q. X 1'-4" A/
5 - #5 X 4'-2" EA. AAY
GONG. FILLED CAVITY
A/ 4 - #5 VERT. TO
FOOTING A/ #5 TIES AT
COLO'
5/4" = I' -O"
Esff 7o 1
ROWLOCK COURSE
4 - #4 VERT. A/
6" LEG -5 4 A/ #5
TIES AT 24" O.G.
GONG. FILLED CAVITY
BRICK VENEER
9hb USE OUT BRICK
FOR
HEADER COURSE
GONG. FOOTING
5 - #5 X 2'-1" EACH AAY
FOR EXACT FOOTING
DEPTH, REFER FOUNDATION
DETAILS
=XYiiNSION JC?INT—
r ry , PROVIDE ELASTIC
o I JOINT SEALANT,
TYP.
EXP. JOINT: PROVIDEELASTIC
JOINT SEALANT, TYP. COLQMN_AT_MAIN _ENTRY S 1 GN
5/4" I -O — — — —
COLUMN PLAN AT MAIN ENTRY S 1 GN
COURSE
SEAL;
Nonce of COPYRKarr
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT
TO COPYRIGHT PROTECTION AS AN ARCHITECTURAL
WORK UNDER SEC. 102 OF THE COPYRIGHT ACT, 17
U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS
ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT
OF 1990, THE PROTECTION INCLUDES BUT IS NOT
LIMITED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND
ELEMENTS OF DESIGN. UNDER SUCH PROTECTION,
UNAUTHORIZED USE OF THESE PLANS, WORK OR
BUILDINGS REPRESENTED CAN LEGALLY RESULT IN
THE CESSATION OF CONSTRUCTION OR BUILDINGS
BEING SEIZED AND/OR MONETARY COMPENSATION TO
ARCHITECTS COLLECTIVE.
NO CAD FILES WILL BE PROVIDED
TO SUB -CONTRACTORS UNDER ANY
CIRCUMSTANCES.
W r,, C. Fester
C T E L T
4200 EAST SKELLY DRIVE SUITE 750
TULSA, OKLAHOMA 74135
918/492-2987
PROJECT NUMBER:
DATE: SSP 0 2 2014
SHEET TITLE:
FENCE nETAIL.5
SHEET NUMBER:
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SEAL;
Nonce of COPYRKarr
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT
TO COPYRIGHT PROTECTION AS AN ARCHITECTURAL
WORK UNDER SEC. 102 OF THE COPYRIGHT ACT, 17
U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS
ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT
OF 1990, THE PROTECTION INCLUDES BUT IS NOT
LIMITED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND
ELEMENTS OF DESIGN. UNDER SUCH PROTECTION,
UNAUTHORIZED USE OF THESE PLANS, WORK OR
BUILDINGS REPRESENTED CAN LEGALLY RESULT IN
THE CESSATION OF CONSTRUCTION OR BUILDINGS
BEING SEIZED AND/OR MONETARY COMPENSATION TO
ARCHITECTS COLLECTIVE.
NO CAD FILES WILL BE PROVIDED
TO SUB -CONTRACTORS UNDER ANY
CIRCUMSTANCES.
W r,, C. Fester
C T E L T
4200 EAST SKELLY DRIVE SUITE 750
TULSA, OKLAHOMA 74135
918/492-2987
PROJECT NUMBER:
DATE: SSP 0 2 2014
SHEET TITLE:
FENCE nETAIL.5
SHEET NUMBER: