Sidewalk Canopy _98-0225PL502.pdf
PDF 289 KB Posted
- Attached to
- Renovate PTS Fire Suppression System - Mike Monroney Aeronautical Center - Oklahoma City
- Solicitation number
- 6973GH-22-R-00075
About this file
This solicitation is for renovating the fire suppression system at the Mike Monroney Aeronautical Center in Oklahoma City, Oklahoma. The scope of work includes upgrading the fire suppression, fire alarm system, ceiling system and lighting in the Powered Training Systems facility, which encompasses 39,014 square feet and was built in 2005. All work must meet requirements in the project drawings, specifications and direction from the Contracting Officer's Representative. Components must be UL listed and meet standards in the project specification. The contractor must pre-order and have materials on-site prior to scheduled phasing start dates to accomplish each phase of work. Pre-ordering of all materials is required before any construction starts to ensure delivery to the construction site at the Mike Monroney Aeronautical Center by the projected start dates.
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Text version
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CONCRETE COLLAR
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THREADED ROD & #2 GALV. CLEVIS W/5/8" DIA. GALV. THREADED ROD & 3/4" DIA. BOLT
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C6X13 TYP.
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METAL GUTTER & DOWNSPOUT PAINTED. PT-SW906 CITRUS
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THREADED ROD SUPPORT
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CONT. CHANNEL PAINTED. PT-SW906 CITRUS
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1/2" EXPANSION JOINT MATERIAL
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PAINTED STEEL COLUMN W10 X 49, TYP.
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THREADED ROD SUPPORT
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SPILLWAY
AutoCAD SHX Text CONCRETE SQUARE SPLASH BLOCK W/ WATERPROOFING MEMBRANE APPLIED TO INTERIOR SURFACE
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UPLIGHT FIXTURE, INSTALL PER MANUFACTURER SPECIFICATIONS
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SPILLWAY, 1" LOWER
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GRAVEL
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CONCRETE SIDEWALK
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FILTER FABRIC
AutoCAD SHX Text 1" PVC CONDUIT - SEE DETAIL 7 SHEET E210 SEE SHEET E200 FOR FIXTURE AND CONDUIT LAYOUT
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6" COMPACTED SOIL
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10'-0" X 4'-0" CONC. FTG. W/5- #5 LONG & 11- #4 TRANS. BARS, TYP.
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COMPACTED SUBGRADE
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1 1/2" GROUT
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1" BASE PLATE W/4-1" DIA. ANCHOR BOLTS
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18" DIA. CONCRETE PEDESTAL
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T.O.C. ELEV. REFER TO SCHEDULE SHEET L502
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C7X12.25 TYP.
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T.O.S. = 12'-0" ABOVE T.O.C. TYP.
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T.O.S. = 10'-0" ABOVE T.O.C. TYP.
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BOLTED CONN. BY STEEL FAB. TYP.
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FULL MOMENT CONN. BY STEEL FAB.
AutoCAD SHX Text C8x11.5 TYP.
AutoCAD SHX Text C9x13.4 TYP.
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9/16" PL
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1.5 TYPE 'B' 22 GA. GALV. METAL DECK
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ROOF DECK
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ROOF DECK
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SLOPE 4.2%
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COLUMNS 1-9
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COLUMNS 10-16
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CONCRETE SIDEWALK
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PAINTED STEEL COLUMN W10 X 49, TYP.
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1.5 TYPE 'B' 22 GA. GALV. METAL DECK
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METAL GUTTER & DOWNSPOUT PAINTED. PT-SW906 CITRUS
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PAINTED STEEL COLUMN W10 X 49, TYP.
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DETAILS
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DK
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DK
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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
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FEDERAL AVIATION ADMINISTRATION
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AUGUST 29, 2003
AutoCAD SHX Text 405/478-5353 www.atkinsbenham.com
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DESIGNED BY:
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DRAWN BY:
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WORK ORDER NO.
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FACILITY MANAGEMENT
AutoCAD SHX Text 98-0225
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OFFICE OF
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ISSUED BY
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AMP-400B
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AMP-400-E-98-0225
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DRAWING NO.
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DATE
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PREPARED BY
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ATKINS BENHAM, INC.
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REVIEWED BY
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REV
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DATE
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DEPARTMENT OF TRANSPORTATION
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9400 NORTH BROADWAY
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OKLAHOMA CITY, OKLAHOMA
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APPROVED BY
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JON BERKMAN
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DESCRIPTION
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OF
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SHEET NO.
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APP'D
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CHECK
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SUPPORT FACILITY
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POWER TRAINING AND
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AutoCAD SHX Text 8/29/03
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ISSUE FOR BID
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SEAT WALL/PLANTER SECTION
AutoCAD SHX Text 1/2" = 1'-0"
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CANOPY SEGMENT - FRONT ELEVATION
AutoCAD SHX Text 3/4" = 1'-0"
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CONCRETE PAVERS
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1" SAND BASE
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4" COLORED CONCRETE SLAB WITH BROOM FINISH
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FIBER EXPANSION JOINT
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BACKFILL SOIL
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3" MULCH
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APPLIED WATERPROOFING MEMBRANE
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#4 @ 18" O.C. TOP AND BOTTOM
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4- #4 X CONTINUOUS TOP AND BOTTOM
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SCALE IN FEET (1/2%%34=1'-0%%34)
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1% SLOPE
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CONCRETE SEAT WALL/PLANTER WITH LIGHT SANDBLASTED FINISH
AutoCAD SHX Text 12%%34
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SCALE IN FEET (3/4%%34=1'-0%%34)
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AutoCAD SHX Text L502
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SPLASH BLOCK - SECTION
AutoCAD SHX Text 3/4" = 1'-0"
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SPLASH BLOCK - PLAN
AutoCAD SHX Text 3/4" = 1'-0"
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AutoCAD SHX Text L502
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AutoCAD SHX Text #4 @ 18" O.C.E.W.
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#4 DOWEL @ 18" O.C. ALTERNATE HOOK
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3 - #4 X CONTINUOUS
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COMPACTED SELECT FILL
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COMPACTED SELECT FILL
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CONTIN. 2"X4" KEY
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#4 DOWEL @ 18" 0.C.
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#4X CONT. @ 18" 0.C., TYP.
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#4 @ 18" 0.C., TYP.
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WING WALL SECTION
AutoCAD SHX Text 1/2" = 1'-0"
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CANOPY SECTION
AutoCAD SHX Text 3/4" = 1'-0"
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NOTE: REFER TO SECTION 3300 FOR CONCRETE REINFORCING SPECIFICATIONS
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