98-0225PS710.pdf

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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 contains structural drawings and details for the replacement of a fire suppression system at the Mike Monroney Aeronautical Center in Oklahoma City, Oklahoma. The scope of work includes upgrading the fire suppression and fire alarm systems, 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 have them on site prior to each phase's start date in order to accomplish the phasing plan. Work may not begin until all materials for that phase are delivered. The construction site is located at the Mike Monroney Aeronautical Center facility.

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AutoCAD SHX Text

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TOS=114'-10 1/2"

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TOS=114'-4 7/8"

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TS6X6X3/8"

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

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BRACED FRAME ELEVATION

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SCALE 1/8"=1'-0"

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ALONG GRID LINE A

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TOS=114'-10"

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BRACED FRAME ELEVATION

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SCALE 1/8"=1'-0"

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TOS=114'-4 5/16"

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

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ALONG GRID LINE F.7

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TOS=114'-5 1/2"

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

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TOS=114'-10"

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TOS=114'-9 11/16"

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ALONG GRID LINE H

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BRACED FRAME ELEVATION

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TOS=114'-5 1/2"

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

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TOS=114'-3"

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F.F.EL.=98'-8"

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BRACED FRAME ELEVATION

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ALONG GRID LINE L

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SCALE 1/8"=1'-0"

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ALONG GRID LINE 4

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SCALE 1/8"=1'-0"

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TOS=119'-6"

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

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TOS=115'-4 1/2"

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ALONG GRID LINE 6

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SCALE 1/8"=1'-0"

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TOS=119'-6"

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BOS=115'-2"

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

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TOS=114'-9 1/2"

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

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BRACED FRAME ELEVATION

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ALONG GRID LINE 7

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SCALE 1/8"=1'-0"

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TOS=114'-8 1/2"

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OPP.

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SIM.

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OPP.

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KICKER (TYP.)

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TS5X5X1/4"

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TS5X5X1/4"

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ALONG GRID LINE 1

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BRACED FRAME ELEVATION

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SCALE 1/8"=1'-0"

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

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OPP.

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TOS=114'-10"

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TS4X4X1/4"

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ALONG GRID LINE 3

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BRACED FRAME ELEVATION

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

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TOS=114'-0 1/2"

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TYP.

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TS4X4X5/16"

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ALONG GRID LINE 1

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BRACED FRAME ELEVATION

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SCALE 1/8"=1'-0"

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SIM.

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F.F.EL.=98'-8"

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TOS=113'-4 1/2"

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TS6X6X1/4"

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COLUMN

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TOS=114'-5 1/2"

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AutoCAD SHX Text S710

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SIM.

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OPP.

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TS4X4X1/4"

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TS4X4X1/4"

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TS6X6X1/2"

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TS6X6X1/2"

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TS6X6X1/2"

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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1. TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TOS = DECK BEARING ELEVATION.

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TS5X5X1/4"

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TS5X5X1/4"

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2. BOS = BOTTOM OF STEEL

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KICKER (TYP.)

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TS4X4X1/4"

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SIM.

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10"TYP.

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8" EACH SIDE OF TS &

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EACH SIDE OF GUSSET

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PLATE (TYPICAL)

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2" TYP.

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1/2" GUSSET W/

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(TYPICAL)

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3/8" STIFFNER PLATE N.S.&F.S.

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WELD ALL AROUND

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TYP

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TO TUBE (TYP.)

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RECEIVE GUSSET

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PLATE (TYPICAL)

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TYP.

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TYP.

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SLOT TUBE TO

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3/8" CAP W/SEAL

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BEAM RE: PLAN AND ELEVATIONS

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SECTION

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SCALE 1"=1'-0"

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SCALE 1"=1'-0"

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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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NOTES:

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

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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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PLATE

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1/2" GUSSET

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SEAL WELD TO TS

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(TYP.)

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(TYPICAL)

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TS BRACING REFER

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TO ELEVATIONS ON

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THIS SHEET.

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2. REFER TO DETAIL 4 ON SHEET S601 FOR INFORMATION NOT SHOWN.

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

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SLOT COLUMN FOR GUSSET

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PLATE

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SECTION

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SCALE 3/4"=1'-0"

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GRID

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1/2" GUSSET PLATE

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BOLT SIZE.

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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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ON THIS SHEET FOR SIZE)

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SLOT TS BRACE

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3/8" CAP PLATE, SEAL WELD

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SIDE

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

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REFER TO PLAN FOR

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SHEET S-002 FOR PIER

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SIZE AND REINFORCEMENT.

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GUSSET PLATE

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2. REFER TO DETAIL 10 ON SHEET S602 FOR INFORMATION NOT SHOWN.

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

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BOLT SIZE.

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REFER TO SCHEDULE

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FOOTING, REFER TO

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ON SHEET S-002 FOR

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BASE PLATE AND ANCHOR

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PLAN AND SCHEDULE

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FOR SIZE AND REINF.

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SECTION

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SCALE 3/4"=1'-0"

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REFER TO PLAN FOR

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ON THIS SHEET FOR SIZE)

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SLOT TS BRACE

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3/8" CAP PLATE, SEAL

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COLUMN SIZE.

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PLATE.

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TO RECEIVE GUSSET

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TS BRACE (REFER TO ELEV.

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GRID

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

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

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

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(98'-8" @ SIM.)

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TO TS.

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WELD TO TS.

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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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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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