98-0225PS003.pdf

PDF 211 KB Posted

Attached to
Renovate PTS Fire Suppression System - Mike Monroney Aeronautical Center - Oklahoma City
Solicitation number
6973GH-22-R-00075
Issued by

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Written by GovTribe AI ·

This document contains details for a federal solicitation to renovate 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 for the Powered Flight Training facility. All work must meet requirements in the project drawings and specifications and applicable standards, and be approved by the Contracting Officer's Representative. The contractor must pre-order materials to be on-site prior to phasing start dates to accomplish each phase of work, and pre-order all materials required to complete scheduled work prior to any construction start. The construction site is located at the Powered Flight Training Building 232 at the Mike Monroney Aeronautical Center.

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(MIN.)

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EL.=PIPE INVERT

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T.O.F.EL.=

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PLAN

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REFER TO

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AS REQUIRED

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(TYP.)

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(MIN.)

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1. REFER TO ELECTRICAL AND MECHANCIAL SERIES DRAWINGS AND SPECIFICATIONS

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MANUFACTURERS REQUIREMENTS

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1/4 OF SLAB

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THICKNESS

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FOR SIZE AND LOCATION.

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NOTES:

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(TYP.)

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3/4" CHAMFER

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BY EQUIP. MANUF.

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BY EQUIP. MANUF.

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(REFER TO PLAN)

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NOTES:

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2-#4, E.W., ADD'L.

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(RE: 1/S-003)

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REFER TO PLAN FOR

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SLAB THICKNESS AND

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REINFORCEMENT.

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FLOOR DRAIN RE:

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AND LOCATION.

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MECH. FOR SIZE

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BY EQUIP. MANUF.

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DUCT/PIPE

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OR BOLLARD

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CONCRETE SLAB RE: PLAN FOR THICKNESS AND RE- INFORCEMENT

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FILL WITH JOINT SEALANT

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CONCRETE SLAB RE: PLAN FOR THICKNESS AND RE- INFORCEMENT

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PLASTIC TUBE CAP WITH 1" GAP

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LIGHTLY GREASE THIS END

AutoCAD SHX Text ADDITIONAL 1" X2'-0" SMOOTHDOWEL @ 18" O.C., USE DOWEL BASKETS TO INSURE PROPER LOCATION AT MID-SLAB THICKNESS AND ALIGNMENT.

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SAW CUT JOINT TO A 3/4" DEPTH AND FILL WITH JOINT SEALANT.

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BACK STOP MATERIAL (TYP.)

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SEALANT (TYPICAL)

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CONTROL JOINT SPACED LESS THAN 25'-0"

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CONTROL JOINT

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INTERIOR FACE OF CMU WALL

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EXTERIOR FACE OF CMU WALL

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4-#4 REQ'D.

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12" EXP. JOINT MATERIAL WITH " 34" JOINT SEALANT @ TOP

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1. REFER TO MECHANCIAL, ELECTRICAL AND ARCHITECTURAL SERIES DRAWINGS FOR PIPE, CONDUIT AND BOLLARD LOCATIONS.

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ADDITIONAL #4 DIAGONAL REQ'D. FOR DIA. OF PIPE/ DUCT GREATER THAN 12"

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#4 @ 12" O.C. EACH WAY

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#4 DOWELS @ 12" O.C EPOXY GROUT 4" INTO SLAB ON GRADE.

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CONCRETE SLAB RE: PLAN FOR THICKNESS AND RE- INFORCEMENT

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SAW CUT JOINT TO A 3/4" DEPTH AND FILL WITH JOINT SEALANT.

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CONCRETE SLAB RE: PLAN FOR THICKNESS AND RE- INFORCEMENT

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PLASTIC TUBE CAP WITH 1" GAP

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LIGHTLY GREASE THIS END

AutoCAD SHX Text ADDITIONAL 1" X2'-0" SMOOTHDOWEL @ 12" O.C., USE DOWEL BASKETS TO INSURE PROPER LOCATION AT MID-SLAB THICKNESS AND ALIGNMENT.

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STEM WALL (REFER TO PLAN)

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STRIP FOOT- ING (REFER TO PLAN)

AutoCAD SHX Text IF PIPE/FILL IS WITHIN THE FOOTING THEN INTERUPT THE FOOTING AND ADD 2- #5 ADDITIONAL AT THE BOTTOM EXTENDING 2'-0" BEYOND EACH SIDE OF FOOTING.

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UTILITY PIPE OR CONDUIT, REFER TO MECH., ELEC. & CIVIL SERIES DRAWINGS.

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LOOSELY PACKED FILL, TYPICAL.

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FOUNDATION DETAIL @ UTILITIES

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SCALE: N.T.S.

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TYPICAL CONTROL JOINT IN MASONRY

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SCALE: N.T.S.

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TYPICAL CONSTRUCTION JOINT

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SCALE: N.T.S.

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TYPICAL HOUSEKEEPING PAD

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SCALE: N.T.S.

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TYPICAL PIPE THROUGH CONCRETE

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SCALE: N.T.S.

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TYPICAL DETAIL

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TYPICAL CONSTRUCTION JOINT

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SCALE: N.T.S.

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TYPICAL SAWED JOINT

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SCALE: N.T.S.

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EQUIPMENT

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(REFER TO MECH. AND

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ELEC. SERIES DRAWINGS

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AND OWNER FOR OWNER

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FURNISHED EQUIPMENT)

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NOTES:

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1. REFER TO ARCHITECTURAL SERIES DOCUMENTS FOR ADDITIONAL

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INFORMATION AND REQUIREMENTS.

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VARIES

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RE:MECH.

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NOTES:

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1. COORDINATE DIAMETER OF DEPRESSION AND THE DRAIN LOCATION AND

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ELEVATION WITH ARCHITECTURAL AND MECHANCIAL PRIOR TO BEGINNING

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CONSTRUCTION.

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WRAP PIPE W/3/4"

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THICKNESS OF COM-

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PRESSIVE MAT'L., TYP.

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THICKNESS.

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TO 1/4 OF SLAB

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SAW CUT JOINT

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PLASTIC TUBE CAP WITH 1" GAP.

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1 1/2" CLR.

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SEALANT

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LIGHTLY GREASE

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FILL W/JOINT

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THIS END

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LOCATION AT MID-SLAB THICK-

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DOWELS @ 12" O.C.. USE DOWEL

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ADDITIONAL 1"%%CX2'-0" SMOOTH

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NESS AND ALIGNMENT.

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BASKETS TO ENSURE PROPER

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PLAN

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REFER TO

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VARIES

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CONC. SLAB

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AND THICKNESS.

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REFER TO PLANS

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FOR SLAB REINF.

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TYPICAL SAWED JOINT

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SCALE: N.T.S.

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TYPICAL FOUNDATION SECTIONS & DETAILS

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CLS

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BEY

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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

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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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