98-0225PS004.pdf

PDF 282 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 file contains project drawings and details for the renovation of the fire suppression system at the Mike Monroney Aeronautical Center Powered Training facility in Oklahoma City, Oklahoma. The scope of work includes upgrading the fire suppression, fire alarm system, ceiling system and lighting. All components must be UL listed and meet standards specified in the project documentation. The contractor must order materials in advance and have them on-site before each phase begins to allow for timely completion. The construction site is located at the Mike Monroney Aeronautical Center facility. This project is being undertaken by the Department of Transportation Federal Aviation Administration Franchise Acquisition Services.

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SUPPORTING

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MEMBER

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OPENING

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EA. END

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EA. SIDE

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GRID

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2 SIDES

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SEE ARCH. FOR WALL EXTENSION AND ADDITIONAL REQUIREMENTS

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METAL STUD WALL SEE ARCH.

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TO AVOID INTERFERENCE.

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NOTE: DIAGONAL BRACE ANGLE SHALL BE LOCATED IN ADJACENT JOIST SPACE

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2" MIN. CLEAR TOP OF WALL TO BOTTOM OF JOIST

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METAL STUD WALL SEE ARCH.

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SEE PLAN FOR

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SEE ARCH. FOR WALL EXTENSION AND ADDITIONAL REQUIREMENTS

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2" MIN. CLEAR TOP OF WALL TO BOTTOM OF JOIST

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BEAM SIZE

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TYP. TO

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CONCENTRATED LOAD @ BOTTOM CHORD NOT AT PANEL POINT

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JOIST

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TS OR WF COLUMN SEE PLAN. TS OR PIPE COLUMN SIMILAR

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TYPICAL CHORD REINFORCEMENT DETAIL

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TYPICAL DIAPHRAGM CONTINUITY TIE DETAL

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STUD WALL SUPPORT DETAIL

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TYPICAL FULL HEIGHT METAL

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STUD WALL SUPPORT DETAIL

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TYPICAL FULL HEIGHT METAL

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TYPICAL ROOF OPENING FRAME

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TYPICAL RTU SUPPORT DETAIL

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CAP PLATE DETAIL

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TYPICAL WF COLUMN

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CAP PLATE DETAIL

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TYPICAL HORIZ. BRIDGING DETAIL

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1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

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2. NO FRAME REINFORCEMENT IS REQUIRED FOR OPENINGS LESS THAN 6".

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3. THIS DETAIL IS INTENDED FOR THE FRAMING OF THE OPENINGS IN THE ROOF,

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NOT THE SUPPORT OF THE RTU'S. REFER TO DETAIL 10 ON THIS SHEET FOR

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RTU SUPPORT DETAIL.

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1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

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2. NO FRAME REINFORCEMENT IS REQUIRED FOR OPENINGS LESS THAN 6".

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3. THIS DETAIL IS INTENDED FOR THE FRAMING OF THE OPENINGS IN THE ROOF,

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NOT THE SUPPORT OF THE RTU'S. REFER TO DETAIL 10 ON THIS SHEET FOR

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RTU SUPPORT DETAIL.

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NOT THE SUPPORT OF THE RTU'S. REFER TO DETAIL 10 ON THIS SHEET FOR

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3. THIS DETAIL IS INTENDED FOR THE FRAMING OF THE OPENINGS IN THE ROOF,

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2. NO FRAME REINFORCEMENT IS REQUIRED FOR OPENINGS LESS THAN 6".

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1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

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RTU SUPPORT DETAIL.

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1. REFER TO DETAIL 11 ON THIS SHEET FOR TOP CHORD REINFORCEMENT.

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2. PROVIDE CONTINUOUS SUPPORT ANGLES UNDER RTU CURB (48" O.C. WHERE CURB

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IS PARALELL TO JOIST SPAN).

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3. RTU SUPPORT FRAMING SHALL BE COORDINATED AND SUBMITTED AS PART OF

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STRUCTURAL STEEL SHOP DRAWIN PACKAGE.

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4. CONNECTION OF UNIT TO CURB AND CURB TO SUPPORTING STRUCTURAL STEEL SHALL

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BE IN ACCORDANCE WTH MANUFACTURERS WRITTEN INSTRUCTIONS.

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1. TYPICAL CAP PLATE DETAIL UNLESS NOTED OTHERWISE

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1. TYPICAL CAP PLATE DETAIL UNLESS NOTED OTHERWISE

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NOTES:

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4. FOR OPENINGS GREATER THAN 38"X38" REFER TO DETAIL 10 ON THIS SHEET.

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TYPICAL FRAMING 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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