HomeMy WebLinkAbout7CONT. BOND BEAM
W/ 2-#4 DONT.
,gkTOP OF WALL
EL. PER ARCH.
L 4x4x 114 CONT.
W/ 1/2"(PX6" SIMPSON
TITEN HD ANCHORS
@ 24" O.G. (GROUT
WALL SOLID @
ANCHORS)
JST BEARING
EL. PER PLAN
SEE ARCH. FOR
TOP OF WALL
DETAIL
1 /4 4"
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MAX.
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CONT. BOND BEAM MIN.
W/ 2-#4 CONT.
8" OR 10"
CMU WALL 4
REINF. PER PLAN
5 ECT" I ON 5"�
SCALE: 3/4" - V-0" 52.2
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BY JOIST SUPPLIER
SECT I ON 5
SCALE: 3/4" = 1'-0" 52.2
CONT. BOND BEAM
W/ 2-#4 CONT.
0jLTOP OF WALL
EL. PER ARCH.
GROUT CMU WALL
ABOVE BOND BEAM
@ ANCHOR LOCATION
T/ BOND BEAM
EL. +24'-8"
BOND BEAM
W/2 - #4 CONT.
CMU WALL 4 REINF.
PER PLAN CONTINUE
VERT. REINFORCEMENT
THRU BOND BEAM
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SEE ARCH. FOR
TOP OF WALL
DETAIL
5/8 U 6"
L 4x4xi/4 CONT.
W/ 1/2"(PX6" SIMPSON
TITEN HD ANCHORS
@ 24" O.C. (GROUT
WALL SOLID @
ANCHORS)
L 3x3xl/4x0'-6"
W/2 -3/8"x4" EXPANSION
ANCHORS (TYP. )
GROUT CORES SOLID
@ ANCHORS.
SECT ION F2`
SCALE: 3/4" - 1'-0" 52.2
1/4" CAP PLATE
OUTSIDE FACE OF TUBE -
FLUS4 W/COLUMN (TYP.)
TOP OF TUBE
EL. PER PLAN
TUBE PER PLAN
CANTILEVER BUILDING —
COLUMN THRU ROOF
WHERE APPLICABLE.
CLIP L 4x4x1/4 (TYP.) —
TUBE PER PLAN
,TOP OF TUBE
EL. RP _PER
L 566/16 (TYPICAL
SEAT ANGLE)
ALL EXPOSED STEEL
TO BE GALVANIZED
OR PAINTED.
114
WIDE FLANGE COLUMN BEYOND
3/16
SECT ION 5��
SCALE: 3/4" - 1'-0" 52.2
SEE
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J
16 GAGE CLIP ANGLE
TOP OF BEAM
EL. PER PLAN
BEAM PER PLAN
STUDS PER ARCH. —
STONE/ MASONRY—
PER ARCH.
SEE
PLAN TS/16 3 @ 12
BENT PLATE
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SCALE: 3/4" - 1'-0" CJ• 2.2
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SCALE: NONE
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TO FLANGE FOR
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. WIDE FLAN
ROOF DETAI_
16 GAGE CLIP ANGLE
JST BEARING
EL. PER PLAN
L bx45/16"
L 441/4" @
3 1/2" E.O.D.
STUDS PER ARCH.
STONE/ MASONRY
PER ARCH.
COMPLETE WELD
EACH END OF fE 1/4 4 @ 12
,vkTOP OF TUBE
EL. PER PLAN
HSS 6x6 ALIGN FRONT —
FACE W/FACE OF COLUMN
OFKICKER
EL. 0"
L 5x5x5/16x0' -6"
ERECTION BOLT (TYP.) -
HSS 8x8
TOP OF TUBE
EL. PER PLAN
HSS 6x6 ALIGN FRONT —
FACE W/FACE OF COLUMN
L 5x5x5/l6xO' -6"
TYP./1 4
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ARCH.
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1 4" 114 2 Z4 0. Z
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SECTION P*`
SCALE: 3/4" - 1'-0"52.2
PROVIDE PLATE 114"X5110-511
CENTERED ON TOP OF COLUMN
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TYPICAL STUB COLUMN.
SCREEN WALLS DETAIL
SCALE: NONE
Scope Drawingsi
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily Indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish al items required for the
proper execution and completion of the work.
Revisions,
Issue Date
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Scope Drawingsi
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily Indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish al items required for the
proper execution and completion of the work.
Revisions,
Issue Date
Drawn By
Checked By
07/06/12
D.T.C.
T.G.S.
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Scope Drawingsi
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily Indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish al items required for the
proper execution and completion of the work.
Revisions,
Issue Date
Drawn By
Checked By
07/06/12
D.T.C.
T.G.S.
Drawing Title, I
STRUCTURAL
DETAILS
Drawing Number,
OL -S2.2
Project Number,
12-065