HomeMy WebLinkAboutSht AP2.01 Pedestrian Bridge Design - 05-14-202
AP2.01
2
AP2.01
2
2
1
1
3
AP2.01
3
AP2.01
B B
A A
17' - 0" 1
-MC10 X 8.4 STEEL POST
-IPE 2 X 6 RAIL S4S
8'
-
6
"
-C12 X 20.7
-L4 x 4 x1/4
-5" PANDECK, PER STRUCTURAL
6" 6"
T.O. BRIDGE
100' -0"
T.O. BRIDGE
100' -0"
T.O. RAILING
103' -6"
T.O. RAILING
103' -6"
T.O. FOOTING
94' -0"
T.O. FOOTING
94' -0"
3
AP2.01
3
AP2.01
T.O. BEAM
100' -0"
T.O. BEAM
100' -0"
PER STRUCTURAL PER STRUCTURAL
-C12 X 20.7
-L4 x 4 x1/4
-5" PANDECK, PER STRUCTURAL
B
B
A
A
-IPE 2 X 6 RAIL S4S
-1-1/2 X 1 -1/2 X 1/4 STEEL
ANGLE BALUSTRADE
-IPE 2 X 6 RAIL S4S
T.O. BRIDGE
100' -0"
T.O. BRIDGE
100' -0"
T.O. RAILING
103' -6"
T.O. RAILING
103' -6"
2
AP2.01
2
AP2.01
T.O. FOOTING
94' -0"
T.O. FOOTING
94' -0"
2
2
1
1
T.O. BEAM
100' -0"
T.O. BEAM
100' -0"
EX-03
-1/4" RETAINING STEEL PLATE
PER STRUCTURAL PER STRUCTURAL
-L4 x 4 x1/4
-C12 X 20.7
-5" PANDECK, PER STRUCTURAL
-IPE 2 X 6 RAIL S4S
-1-1/2 X 1 -1/2 X 1/4 STEEL
ANGLE BALUSTRADE
-IPE 2 X 6 RAIL S4S
EX-01
EX-02
SHEET
PROJECT NUMBER
81211 Gallatin Rd. Suite E
Bozeman, Montana 59718
406.587.9968
studiohdesigninc.com
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REVISIONS
ISSUED
ISSUE DATE:
5/
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AP2.01
201808 -08
DRAWINGS -
PEDESTRIAN
BRIDGE
NE
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05/14/2020 SITE PLAN SUBMITTAL
BO
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1/2" = 1'-0" AP2.01
1 PLAN
1/2" = 1'-0" AP2.01
2 SECTION
1/2" = 1'-0" AP2.01
3 SECTION
EXTERIOR FINISH SCHEDULE
MARK DESCRIPTION MANUFACTURER MODEL SERIES DIMENSIONS FINISH COLOR COMMENTS
EX-01 STRUCTURAL STEEL FRAMING PER CONTRACTOR - - VARIES FIELD PAINT "IRON ORE" SW7069
EX-02 IPE RAILS PER CONTRACTOR - - 5/4 X 6 FIELD PAINT "MOUNTAIN ASH" SW3540
EX-03 REINFORCED CONCRETE PER CONTRACTOR - - 12" - -
SHEET NOTES
1 SEE CIVIL SITE PLAN FOR GRADING
12" = 1'-0" AP2.01
4 PERSPECTIVE