98-0225PS711.pdf

PDF 200 KB Posted

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

About this file

Written by GovTribe AI ·

This document includes a solicitation for the renovation of the fire suppression system at the Mike Monroney Aeronautical Center in Oklahoma City, Oklahoma, as well as details about the scope of work. The scope of work involves upgrading the fire suppression, fire alarm system, ceiling system and lighting for the Powered Flight Training facility, which is a 39,014 square foot building constructed in 2005 that houses classrooms, training areas and administrative spaces. All work must meet requirements in the project drawings, specifications and standards, including UL listings, and be approved by the Contracting Officer's Representative. The contractor must pre-order materials to be on-site prior to each phase's start date in order to accomplish the phasing of work. Pre-ordering of all materials is required before any construction begins to ensure delivery to the work site prior to each phase's start. The construction site location is provided.

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AutoCAD SHX Text

LINE OF BRACED FRAME.

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1/2" CAP PLATE (TYP. U.N.O.)

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TS COLUMN RE: PLAN

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1/2" GUSSET PLATE

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ENDS OF ALL FRAMING IN

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PLATE W/1/4" WELD @ BOTH

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BEAM ALL AROUND TO WING

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CENT BEAM. WELD ADJACENT

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TO MAKE CONNECTION TO ADJA-

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1" MIN., EXTEND AS REQUIRED

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3/8" CAP PLATE

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1. PROVIDE 1/2"%%C ERECTION BOLTS AS REQUIRED.

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NOTES:

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SECTION

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SCALE 1"=1'-0"

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SIDE

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TYP. EA.

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SLOT TS TO RECEIVE

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GUSSET PLATE (TYPICAL)

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1/2" GUSSET

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FRAMING

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PLAN

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BEAM RE:

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PLATE

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%%140 COLUMN

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C BEAM

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GUSSET PLATE (TYPICAL)

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SLOT TS TO RECEIVE

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TS COLUMN RE: PLAN

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SIDE

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TYP. EA.

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1/2" GUSSET

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PLATE

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1/2" GUSSET PLATE

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BEAM RE:

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PLAN

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FRAMING

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TO TUBE TYP.

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ALL AROUND

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SEAL WELD

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3/8" CAP PLATE

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PLATE

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1/2" GUSSET

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C BEAM

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NOT TO SCALE

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SECTION

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NOTES:

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1. PROVIDE 1/2"%%C ERECTION BOLTS AS REQUIRED.

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SECTION

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NOT TO SCALE

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NOT USED

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SECTION

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SCALE 3/4"=1'-0"

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SIZE.

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FOOTING, REFER TO

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PLAN AND SCHEDULE

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FOR SIZE AND REINF.

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REFER TO SCHEDULE

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ON SHEET S-002

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FOR BASE PLATE

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AND ANCHOR BOLT

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REFER TO PLAN FOR COLUMN SIZE.

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F.F.EL.=100'-0"

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CONCRETE SLAB ON

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FOR THICKNESS AND

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GRADE REFER TO PLAN

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REINFORCEMENT (TYP.)

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GRID

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2. REFER TO DETAIL 5 ON SHEET S602 (10/S601 @ SIM.) FOR INFORMATION NOT SHOWN.

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1. REFER TO GENERAL NOTES ON SHEET S-001 FOR SUBGRADE REQUIREMENTS.

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NOTES:

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3/8" CAP PLATE

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ON THIS SHEET FOR SIZE)

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TS BRACE (REFER TO ELEV.

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SIDE

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TYP. EA.

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PLATE.

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RECEIVE GUSSET

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SLOT TS BRACE TO

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1/2" GUSSET PLATE

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1/4" STIFFENER PLATE

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3. PROVIDE 1/2"%%C ERECTION BOLTS AS REQUIRED.

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2. REFER TO DETAILS 3 AND 4 ON SHEET S600 (3 AND 14 ON SHEET S600 @ SIM.)

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1. REFER TO GENERAL NOTES ON SHEET S-001 FOR SUBGRADE REQUIREMENTS.

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3. PROVIDE 1/2"%%C ERECTION BOLTS AS REQUIRED.

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SECTION

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SCALE 3/4"=1'-0"

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GRID

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PLATE

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SLOT COLUMN FOR GUSSET

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1/2" GUSSET PLATE

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8" CMU WALL

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8" CMU BOND BEAM

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PAVING OR GRADE

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REFER TO CIVIL

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FOOTING, REFER TO

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PLAN AND SCHEDULE

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FOR SIZE AND REINF.

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REFER TO SCHEDULE

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ON SHEET S-002 FOR

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BASE PLATE AND ANCHOR

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BOLT SIZE.

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(1'-2"@SIM.)

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(98'-8"@SIM.)

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SIDE

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TYP. EA.

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PLATE.

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TO RECEIVE GUSSET

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SLOT TS BRACE

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3/8" CAP PLATE, SEAL

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ON THIS SHEET FOR SIZE)

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TS BRACE (REFER TO ELEV.

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COLUMN SIZE.

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F.F.EL.=100'-0"

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REFER TO PLAN FOR

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TS COLUMN REF. PLAN

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STEEL BEAM REF. PLAN

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3/8" CAP PL. SEAL WELD ALL AROUND TUBE

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1/2" GUSSET PLATE

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1/2" GUSSET PLATE

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TYP.

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EA. SIDE

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3/8" PL.

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AutoCAD SHX Text 3/8"x3" STIFFENER PL. EACH SIDE OF BEAM

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1/2" ERECTION BOLT

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EA. SIDE

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TYP.

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SLOT TS BRACE

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TO RECEIVE GUSSET

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PLATE.

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NOTES:

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1. PROVIDE 1/2"%%C ERECTION BOLTS AS REQUIRED.

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DETAIL

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NOT TO SCALE

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(98'-8" @ SIM.)

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SIM.)

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SEAL WELD TO TS

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WELD TO TS.

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FOR INFORMATION NOT SHOWN.

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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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STRUCTURAL BRACED FRAME ELEVATIONS AND DETAILS

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CLS

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BEY

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