Attachment 17 - M2-01 - Hangar 9 Site Plan and First Floor Plan.pdf

CH-T1

CH-T2

K

J

L

H

G

F

6 7 8 9 10

REFER TO DETAIL 1 SHEET M3.02

FOR ENLARGED MECH ROOM

AND COOLING TOWER PLAN

PIPING RISER ALONG THE FACE OF THE

BUILDING. OFFSET TO MISS THE

ARCHITECTURAL BRICK FEATURE ON THE

EXTERIOR FACE FO THE BUILDING.

CONTRACTOR IS RESPONISBLE FOR

ENSURING THE GROUND, SIDEWALK,

OR PARKING LOT IS PROTECTED

FROM DAMAGE BY THE TEMPORARY

CHILLER SUPPORT/TRAILOR.

TEMPORARY CWS

TEMPORARY CWR

CT-1

REFER TO STRUCTURAL DRAWINGS FOR

DETAILS REGARDING PIPING SUPPORT

TO/FROM ROOF.

REFER TO STRUCTURAL DRAWINGS

FOR DETAILS REGARDING

VERTICAL PIPING SUPPORTS.

PROVIDE PIPING SUPPORTS FOR

TEMPORARY CHILLED WATER

PIPING. REFER TO DETAIL 2 THIS

SHEET.

CONTRACTOR IS RESPONSIBLE FOR

FROST PROTECTION OF TEMPORARY

CHILLED WATER AND CONDENSER

WATER PIPING.

CADMIUM PLATED NUTS,

WASHERS, HANGER RODS.

PIPE HANGER GRINNELL

FIG. 181 FOR 2 1/2" AND

LARGER

COMPOSITE "FEET"

CLIP ANGLE (TYP.)

PIPE HANGAR

GRINNELL FIG. 171

FOR 2" AND SMALLER

SLOTTED CHANNEL

RUBBER PAD AS

REQUIRED

NOTES:

ROOF PIPE SUPPORTS AND HANGERS: (BASIS OF DESIGN IS PORTABLE PIPE HANGERS INC.)

1. BASES: INJECTION MOLDED AND PRESSED, PLASTIC AND RUBBER. BASES SHALL BE SIZED FOR WEIGHT OF PIPES

TO BE SUPPORTED, WITH INSERTS FOR SQUARE TUBING OR THREADED RODS AS REQUIRED.

2. FRAMING: B-LINE 15/8 B 22th OR 1 7/8 BTS 22th, FABRICATED OF STEEL CONFORMING TO ASTM A 570, GRADE

33. FRAMING SHALL BE ROLL FORMED OF 12 GAGE STEEL INTO THREE SIDED OR TUBULAR SHAPE. TUBING SHALL

BE PERFORATED WITH 9/16" HOLES AT 1 7/8" CENTERS ON THREE SIDES

3. PIPE SUPPORTS AND HANGERS: SUPPORTS AND HANGERS SHALL BE FABRICATED OF CARBON STEEL.

4. ACCESSORIES: PROVIDE ALL CLAMPS, BOLTS, NUTS, WASHER, AND OTHER DEVICES AS REQUIRED FOR A

COMPLETE SYSTEM.

SCALE: 3/16" = 1'-0"1

SITE PLAN AND FIRST FLOOR

920 W. Main

Oklahoma City, Oklahoma 73106 phone: 405.232.5700 web: www.adgokc.com

ADG

DESIGNED

WORK ORDER NO.

DRAWN

ISSUED BY OFFICE OF: DATE:

PREPARED BY

REV DATE

APPROVED BY

DESCRIPTION APP'DCHECK

OF2014-014040

REVIEWED BY

DRAWING NO.

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

FACILITY MANAGEMENT

AMP-400

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SMALL ARCHITECTS MARK McDANIEL

SENSITIVE SECURITY INFORMATION WARNING:

This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S.

government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

1 8/14/2017 Addendum #2

M2.01

HANGAR 9 SITE PLAN AND FIRST FLOOR PLAN

MAY 11, 2017CSC

LSF

JBS

009-H08 & 010-H09

HANGARS 8 & 9

MECHANICAL UPGRADES

JBS JBS

NORTH

MECHANICAL KEYNOTE LEGEND

2 LOCATE TEMPORARY CHILLERS AND SUPPLY SINGLE DISTRIBUTION LINES UP BUILDING. SUPPORT TEMPORARY SUPPLY WITH SCAFFOLDING. POWER TEMPORARY CHILLERS FROM SPARE 800 A BRAKERS IN MAIN SWITCH GEAR.

0' 5' 10' 15' 30'

NTS

PIPE SUPPORT ON ROOF AND TEMPORARY PIPING

ON GROUND

N O

T

FO

R

CONST RUCT ION

NOT FOR CONST RU

C

T I O

N

R E V

IEW

SET

REV

IEW

S

ET

THIS

DOCUMENT IS

PRELIMINARY IN

NATURE AND IS NOT

A FINAL, SIGNED

AND SEALED

DOCUMENT

CA: #6447 Exp. 6/18