Attachment 2(a) Spec Attachment 22 026573 FAA PTS HVAC Renovation 100 IFC Type B Drawings_240320.pdf

PDF 12 MB Posted Jun 27, 2024

Attached to: PTSF Mechanical Upgrades at the Mike Monroney Aeronautical Center (MMAC), Oklahoma City, OK
Solicitation number: 6973GH-24-R-00133
Issued by: Department of Transportation Federal Aviation Administration Franchise Acquisition Services

About this file

Written by GovTribe AI · Jun 27, 2024

This document is an attachment to a federal contract solicitation. The solicitation is for PTSF Mechanical Upgrades at the Mike Monroney Aeronautical Center (MMAC) in Oklahoma City, OK. The estimated price range is between $1,000,000 and $5,000,000. This is a 100% 8(a) set-aside solicitation, open only to eligible 8(a) certified small disadvantaged business concerns. The solicitation requires proposals to be submitted by email by the closing date. A pre-proposal conference and site visit is scheduled for July 12, 2024, and interested offerors must notify the Contracting Officer in writing of their intent to attend by July 10, 2024. The solicitation is being issued by the Department of Transportation Federal Aviation Administration Franchise Acquisition Services.

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Other files

File	Type	Posted
Amendment 0003 - 6973GH-24-R-00133.pdf	PDF	Aug 2, 2024
PTSF QA Log 3 8-2-24.pdf	PDF	Aug 2, 2024
Amendment 0002 - 6973GH-24-R-00133.pdf	PDF	Jul 30, 2024
Attachment 13 Spec 32 13 13 Concrete Paving.pdf	PDF	Jul 30, 2024
PTSF QA Log 2 7-30-24.pdf	PDF	Jul 30, 2024
Amendment 0001 - 6973GH-24-R-00133.pdf	PDF	Jul 29, 2024
PTSF QA Log 1 7-26-24.pdf	PDF	Jul 29, 2024
Attachment 6 Past Performance Survey rev 1 7-26-24.docx	DOCX document	Jul 29, 2024
Site Visit Attendee List 6973GH-24-R-00133 PTS Facility.pdf	PDF	Jul 18, 2024
Attachment 9 DBA WD OK20240049 1.12.24.pdf	PDF	Jun 27, 2024
Attachment 2 22 026573 PTS Replace HVAC 100 Type B Specifications 240320.pdf	PDF	Jun 27, 2024
Attachment 8 Client Authorization Letter.docx	DOCX document	Jun 27, 2024
6973GH-24-R-00133.pdf	PDF	Jun 27, 2024
Attachment 12 AMP400-ENV-OC-2.4.3-CC.pdf	PDF	Jun 27, 2024
Attachment 6 Past Performance Survey.docx	DOCX document	Jun 27, 2024
Attachment 10 Contractor Release.pdf	PDF	Jun 27, 2024
Attachment 1 SOW 22-026573 PTS Upgrade.pdf	PDF	Jun 27, 2024
Attachment 11 Chapter 33 Construction Safety.pdf	PDF	Jun 27, 2024
Attachment 4 SF25A Payment Bond.pdf	PDF	Jun 27, 2024
Attachment 5 SF24 Bid Bond.pdf	PDF	Jun 27, 2024
Attachment 7 Past Performance Experience Form.docx	DOCX document	Jun 27, 2024
Attachment 3 SF25 Performance Bond.pdf	PDF	Jun 27, 2024

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03/25/2024

PODIUM

FRIDGE

PODIUM

STORAGE

CABINET

B O

O K

C A

S E

BOOKCASE

STORAGE

CABINET

STORAGE

CART

STORAGE CABINET

STORAGE

CABINET

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PHASE

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VESTIBULE100A

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TELESYST

FIRE

RISER

ROOM

CORRIDOR

101A

STORAGE

JAN.

WOMEN

MEN

100B

109110

111114

120A118A

STORAGEBATTERY ROOM

UPS STORAGE

LAB STORAGE

CHILLER

BOILER

UPS ROOM

GENERATOR ROOM

LAB

GENERATOR ROOM

BATTERY ROOM

CLASSROOM

LABORATORY

100C

LABORATORY

OPEN OFFICE

AMP-200 121

121A

123A 124A

119A

OPEN OFFICE

STORAGE

102A

OFFICE

102B

SWITCH

GEAR

ROOM

113A

LABORATORY

PODIUM

FRIDGE

PODIUM

STORAGE

CABINET

B O

O K

C A

S E

BOOKCASE

STORAGE

CABINET

STORAGE

CART

STORAGE CABINET

STORAGE

CABINET

S T

O R

A G

E C

A B

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PHASE

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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DESIGNED

WORK ORDER NO.

DRAWN

OFFICE OF

FACILITY MANAGEMENT

ISSUED BY

AMP-300

DATE

FEDERAL AVIATION ADMINISTRATION

PREPARED BY

REV DATE

DEPARTMENT OF TRANSPORTATION

APPROVED BY

DESCRIPTION APP'DCHECK

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.

\pxqc;232-PTS REPLACE HVAC, TYPE B

SMALL ARCHITECTS

2022-026573

20 MARCH 2024

MARSHAL MAGGARD

REVIEWED BY

DRAWING NO.

100% TYPE B DESIGN - ISSUED FOR CONSTRUCTION

OF 22G102

PHASE PLAN

EAC

TMR

SCALE:

G102

PHASE PLAN - FIRST FLOOR

1/16=1'-0"

NORTH

0 8'8' 4' 16'

SCALE:

G102

PHASE PLAN - ROOF

1/16=1'-0"

NORTH

0 8'8' 4' 16'

PHASE A:

INSTALL NEW VRF CONDENSING UNITS ON THE ROOF. PROVIDE WEATHERPROOF ROOF PENETRATIONS

FOR REFRIGERANT LINES AND ELECTRICAL CONDUIT.

PHASE B:

INSTALL NEW VRF INDOOR UNITS. INSTALL HRU SERVING SEPARATE VRF ZONES. INSTALL LIQUID AND VAPOR REFRIGERANT LINES FROM THE INDOOR UNITS TO THE HRU'S. INSTALL NEW LIQUID, LOW PRESSURE VAPOR, AND HIGH-PRESSURE VAPOR REFRIGERANT LINES FROM THE HRU'S TO THE ROOF TOP MOUNTED CONDENSING UNITS. DURING OFF HOURS REMOVE OLD VAV BOXES FROM EXISTING SUPPLY DUCTWORK.

INSTALL NEW DAMPER SECTION AND SUPPLY DIFFUSER FOR OUTDOOR AIR.

PHASE C:

INSTALL NEW DAMPER SECTION AND SUPPLY DIFFUSER FOR OUTDOOR AIR.

PHASE D:

INSTALL NEW DAMPER SECTION AND SUPPLY DIFFUSER FOR OUTDOOR AIR. INSTALL NEW VENTILATION

DUCTWORK FROM MAIN BRANCH TO ZONE PHASE E FOR LATER CONNECTION.

PHASE E:

INSTALL NEW DAMPER SECTION AND SUPPLY DIFFUSER FROM ZONE PHASE D FOR OUTDOOR AIR.

PHASE F:

ROOF WORK:

REMOVE EXISTING VAV ROOF TOP AIR HANDLING UNITS. REMOVE OLD EXISTING ROOF CURBS AND INSTALL NEW ROOF CURBS FOR NEW PACKAGE ROOFTOP UNITS. INSTALL ALL NEW PACKAGE ROOFTOP UNITS FOR LAB 107, UPS 112, AND THE DOAS THAT WILL PROVIDE VENTILATION AIR AND HEAT RECOVERY FOR THE VRF

ZONES.

1ST FLOOR WORK:

REMOVE EXISTING VAV BOXES AND HEATING WATER PIPING IN LAB 107. REPLACE THE VAV BOXES WITH A DUCT SECTION AND BALANCING DAMPER FOR THE NEW SINGLE ZONE VAV SYSTEM. REMOVE EXISTING CHILLED WATER SYSTEM INCLUDING; THE CHILLER, PRIMARY AND SECONDARY CHILLED WATER PUMPS, CONDENSER WATER PUMP, CHEMICAL FEED SYSTEM, AND EXPANSION TANK. REMOVE EXISTING HEATING WATER SYSTEM INCLUDING; BOILERS, PRIMARY AND SECONDARY HEATING WATER PUMPS, CHEMICAL FEED SYSTEM, HYDRONIC SEPARATOR. HEATING WATER EXPANSION TANK IS THE REMAIN. INSTALL NEW CONDENSING BOILERS, PRIMARY AND SECONDARY PUMPS, HYDRONIC SEPARATOR, AND MAKE-UP WATER SYSTEM WITH CHEMICAL FEED. INSTALL NEW HEATING WATER PIPE TO EXISTING CABINET UNIT HEATERS

AND UNIT HEATERS SERVING THE GENERATOR ROOMS.

PHASING PLAN

1-02

1-01

1-03

1-05 1-04

1-06

1-07

1-08

1-10

1-11

1-09

2-01

2-02

2-03

3-01

LV-1

LV-2

LV-3 LV-4 LV-5 LV-8LV-7LV-6

EF-1

ON ROOF

UH-2A

100 MBH

UH-2B

100 MBH

EF-3EF-4EF-5EF-6EF-7EF-8

UH-5A

50 MBH

UH-5A

50 MBH

EF-11

1 SCALE: 1/8"=1'-0"

REFLECTED CEILING DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

4' 8'0 16'

SHEET NOTES:

1. THIS SHEET SHOWS EXISTING DUCTWORK TO REMAIN, DUCTWORK

TO BE REMOVED, NEW DUCTWORK, AND NEW MECHANICAL PIPING

TO ILLUSTRATE THE EXTENT OF REMOVAL, STORAGE, AND

PROTECTING EXISTING CEILING GRIDS, TILES, LIGHTING AND

CEILING EQUIPMENT / FIXTURES REQUIRED TO COMPLETE

MECHANICAL RENOVATIONS DESCRIBED IN THE MECHANICAL

DRAWINGS.

2. WORK TO BE COMPLETED IN PHASES, RE: SHEET G.102.

3. EXISTING GYP CEILING TO REMAIN, TYP. SELECTIVE DEMOLITION

MAY BE REQUIRED. MINIMIZE DEMOLITION AREA AND RESTORE

BACK TO MATCH ADJACENT SURFACES.

4. REFER TO MECHANICAL DRAWINGS TO VERIFY LOCATIONS OF

DIFFUSERS AND ADDITIONAL MECHANICAL EQUIPMENT AND

ACCESSORIES IN FINISHED CEILING.

5. STORE AND PROTECT REMOVED CEILING TILES, GRID, LIGHT,

FIXTURES OR ANY FIRE LIFE SAFETY EQUIPMENT REMOVED FOR

COMPLETION OF MECHANICAL WORK.

EXISTING LAY-IN FINISHED CEILING REMOVE MINIMUM NUMBER OF

FINISH CEILING PANELS AS REQUIRED TO DEMOLISH AND REPLACE

MECHANICAL EQUIPMENT, DUCTWORK, AND NEW PIPING AS INDICATED

IN MECHANICAL DRAWINGS. STORE CEILING COMPONENTS FOR

RE-INSTALLATION AFTER MECH. WORK IS COMPLETE.

ANY DAMAGED CEILING PANELS SHALL BE REPLACED WITH USG MARS

CLIMAPLUS SLT 2'X2'X3/4" No. 86785.

ANY DAMAGED CEILING GRID SHALL BE REPLACED WITH USG DONN

DX/DXL SUSPENSION SYSTEM, .050

EXISTING GYPSUM WALLBOARD FINISHED CEILING TO REMAIN. IF ANY

PORTION REQUIRES REMOVAL TO COMPLETE MECHANICAL WORK,

MINIMIZE SELECTED DEMOLITION AND PREP OPENING FOR REPAIR

REFLECTED CEILING LEGEND:

EXISTING LIGHT FIXTURES TO REMAIN. ANY FIXTURES REMOVED FOR

MECHANICAL WORK SHALL BE STORED, PROTECTED AND RE-INSTALLED

AND RE-SECURED TO THE RE-INSTALLED CEILING GRID AFTER

MECHANICAL WORK IS COMPLETED

VERIFY WITH MECHANICAL DRAWINGS, LOCATIONS AND SECURE ALL

MECHANICAL DIFFUSERS TO REINSTALLED CEILING GRID

DUCTWORK TO BE REMOVED

AD.101 5

REFLECTED CEILING DEMOLITION PLAN

EF-3EF-4EF-5EF-6EF-7EF-8

EXF-1

EXF-2

EXISTING

BOILER FLUE

TO REMAIN

EXISTING ROOF DRAINS

TO REMAIN

EXISTING ROOF

ACCESS TO REMAIN

EXISTING VENTILATION

INTAKE TO REMAIN

DEMOLISH EXISTING

EXHAUST VENT

DEMOLISH EXISTING

EXHAUST EXISTING

CURB TO REMAIN

DEMOLISH EXISTING

EXHAUST EXISTING

CURB TO REMAIN

DEMOLISH EXISTING

RTU, ASSOCIATED

DUCTING AND

PIPING, AND ROOF

CURB

DEMOLISH EXISTING

RTU, ASSOCIATED

DUCTING AND

PIPING, AND ROOF

CURB

EXISTING

EXHAUST FANS

TO REMAIN

EXISTING

EXHAUST FANS

TO REMAIN

EXISTING

EXHAUST FANS

TO REMAIN

EXISTING

EXHAUST FAN

TO REMAIN

DEMOLISH EXHAUST

FAN - EXISTING CURB

TO REMAIN

DEMOLISH EXISTING

DOAS, ASSOCIATED

DUCTING, PIPING,

AND ROOF CURB,

REMOVE RTU 4, ASSOCIATED

DUCTING, PIPING, AND CURB

EXISTING ROOF

DRAINS TO REMAIN

1 SCALE: 1/8"=1'-0"

ROOF DEMOLITION PLAN

DEMOLISH EXISTING

EXHAUST FAN 10,

EXISTING CURB TO

REMAIN

SCALE: 1/8" = 1'-0"

4' 8'0 16'

RTU-2

RTU-3

RTU-1

EXF-3

DEMOLISH EXHAUST FAN -

EXISTING CURB TO REMAIN

EXF-10

EXF-4

EXF-5

SHEET NOTES:

1. PROTECT IN PLACE EXISTING MOD-BIT ROOF SURFACES ADJACENT

TO DEMOLITION WORK AREAS.

2. ALL DEMOLITION ROOF WORK TO BE DONE IN A TIMELY MANNER TO

AVOID UNNECESSARY EXPOSURE TO ELEMENTS.

3. DISPOSE OF ALL DEMOLISHED WORK DEBRIS PER LOCAL

ORDINANCES

4. EXISTING BUILDING TO REMAIN FUNCTIONAL DURING DEMOLITION,

COORDINATE DISRUPTIONS AND WORK ZONE/BARRIERS WITH

OWNER PRIOR TO START OF WORK.

5. WORK TO BE COMPLETED IN PHASES, RE: G.102 IN THE MECHANICAL

DRAWINGS

AD.102 6

ROOF DEMOLITION PLAN

LV-8LV-7

2'-4" 35'-0"EXISTING17'-4"(FV)EXISTING

6' -0

'-2

G C

O N

C R

G C

O N

C R

SPRINKLER LINES

ELECTRICAL PANELS

REMOVE DOOR

AND FRAME

REMOVE DOOR

AND FRAME

A.201

SHEET NOTES:

1. CONTRACTOR SHALL PROVIDE AND INSTALL NEW CARPET TILE AT

LOCATION WHERE STORAGE ROOM 101A WAS REMOVED.

CONTRACTOR SHALL USE FAA ATTIC STOCK BLENDED WITH NEW.

2. REFER TO MECHANICAL DRAWINGS TO VERIFY LOCATIONS OF

DIFFUSERS AND ADDITIONAL MECH. ACCESSORIES TO MATCH MAIN

ROOM.

3. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL

INFORMATION TO REMOVE WIRING IN PARTITIONS TO BE REMOVED,

LIGHTING FIXTURES ADJUSTED IN NEW CEILING GRID TO MATCH

MAIN ROOM.

REMOVE GYP. WALL

PARTITION AND ALL

ASSOCIATED CONDUIT

AND ELECTRICAL WIRING

BACK TO SOURCE

1 HOUR RATED

UL#U419

1 LAYER 58" GYP.

BOARD EACH SIDE.

EXTEND TO DECK.

TAPE AND BED

JOINTS, SAND-

PRIME-PAINT

CONT. BATT

INSULATION

3-5/8" METAL

STUDS

RE: FINISH SCHED.

FOR TYPE OF BASE

5 SCALE: NTS

PARTITION TYPES

PAINT OVER

CMU BLOCK

FILLER

8" CMU BLOCK

CMU BOND BEAM

RE: STRUCT.

RE: FINISH SCHED.

FOR TYPE OF BASE

8" CMU INFILL @ DOORWAY

7' -8

EXISITNG CMU

BLOCK

REMOVE GYP. WALL

PARTITION AND ALL

ASSOCIATED CONDUIT

AND ELECTRICAL WIRING

BACK TO SOURCE

G C

O N

C R

SPRINKLER LINES

ELECTRICAL PANELS

REMOVE DOOR

AND FRAME

REMOVE DOOR

AND FRAME

A.201

LV-1

LV-2

LV-3 LV-4 LV-5 LV-8LV-7LV-6

A.201 7

PARTIAL DEMOLITION FLOOR PLANS, FLOOR

PLANS, PARTITION TYPES, AND DETAILS

3 SCALE: 1/8"=1'-0"

PARTIAL FLOOR PLAN 4 SCALE: 1/8"=1'-0"

PARTIAL FLOOR PLAN

112A

3 113A

CONTRACTOR TO CONFIRM QUANTITY

AND USE FAA ATTIC STOCK OF CARPET

FLOORING SQUARES

2 SCALE: 1/8"=1'-0"

PARTIAL FLOOR DEMOLITION PLAN

REMOVE DOOR , FRAME, AND

ASSOCIATED HARDWARE

PATCH GYPSUM WALL BOARD

- ALIGN FINISHED SURFACE

WITH EXISTING

PATCH GYPSUM WALL BOARD

- ALIGN FINISHED SURFACE

WITH EXISTING

1 SCALE: 1/8"=1'-0"

PARTIAL FLOOR DEMOLITION PLAN

SCALE: NTS

KEY PLAN

RE: DRAWINGS 1 & 3/A.201

RE: DRAWINGS 2 & 4/A.201

RTU-2

LV-1

LV-2

LV-3 LV-4 LV-5 LV-8LV-7LV-6

RTU-2

EF-3EF-4EF-5EF-6EF-7EF-8

EF-11

1 SCALE: 1/8"=1'-0"

REFLECTED CEILING PLAN

SHEET NOTES:

1. CONTRACTOR SHALL RE-INSTALL ALL EXISTING CEILING GRID

REMOVED AND STORED PRIOR TO CONSTRUCTION AS INDICATED IN

THE DRAWINGS.

2. RE-INSTALL CEILING TO MATCH PRIOR EXISTING CEILING HEIGHT,

TYP.

3. REFER TO MECHANICAL DRAWINGS TO VERIFY LOCATIONS OF

DIFFUSERS AND ADDITIONAL MECH. ACCESSORIES

4. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL

INFORMATION.

5. SECURE ALL MECHANICAL DIFFUSERS TO RE-INSTALLED CEILING

GRID

6. WORK TO BE COMPLETED IN PHASES, RE: G.102 IN THE MECHANICAL

DRAWINGS

RE-INSTALLED LAY-IN FINISHED CEILING AND GRID.

MATCH PREVIOUS CEILING HEIGHT, TYP.

ANY DAMAGED CEILING PANELS SHALL BE REPLACED

WITH USG MARS CLIMAPLUS SLT 2'X2'X3/4" No. 86785

CEILING GRID SHALL BE USG DONN DX/DXL SUSPENSION

SYSTEM, .050

EXISTING GYPSUM WALLBOARD FINISHED CEILING TO

REMAIN, ANY DAMAGED OR SECTIONS REMOVED FOR

MECH. WORK TO BE REPAIRED/RE-FINISHED AND

PAINTED TO MATCH EXISTING GYPSUM BOARD CEILING

COLOR.

REFLECTED CEILING LEGEND:

EXISTING LIGHTING FIXTURES TO REMAIN. ANY FIXTURES

REMOVED FOR MECHANICAL WORK OR DEMOLITION OF

ROOM 101-STORAGE SHALL BE REINSTALLED AND

RE-SECURED TO THE RE-INSTALLED CEILING GRID

VERIFY WITH MECHANICAL DRAWINGS, LOCATIONS AND

SECURE ALL MECHANICAL DIFFUSERS TO REINSTALLED

CEILING GRID

RE-SECURE ALL EXIT AND FIRE LIFE SAFETY FIXTURES

TO RE-INSTALLED CEILING GRID

NEW LAY-IN FINISHED CEILING AND GRID. MATCH

PREVIOUS CEILING HEIGHT, TYP.

A.202 8

REFLECTED CEILING PLAN

RTU-3

RTU-2

RTU-1

DOAS-1

ODU-1

ODU-2

ODU-3ODU-4

EXISTING ROOF DRAINS

TO REMAIN

EXISTING

EXHAUST FANS

TO REMAIN

EXISTING

EXHAUST FANS

TO REMAIN

EXISTING

EXHAUST FANS

TO REMAIN

EXISTING

EXHAUST FAN 09

TO REMAIN

ODU-1, RE:

MECHANICAL

SEAL WITH

INSULATED

ROOF CURB CAP

EXISTING

BOILER FLUE

TO REMAIN

EXISTING ROOF

ACCESS TO REMAIN

EXISTING VENTILATION

INTAKE TO REMAIN

INFILL SUBSTRATE

AND PATCH

BUILT-UP MOD-BIT

ROOFING

SEAL WITH

INSULATED CURB

CAP

SIM.

TYP.

SIM.

SIM..

1 SCALE: 1/8"=1'-0"

ROOF PLAN

ODU-2, RE:

MECHANICAL

ODU-3, RE:

MECHANICAL

ODU-4, RE:

MECHANICAL

EXISTING

EXHAUST FAN 04

TO REMAIN

EXISTING

EXHAUST FAN 06

TO REMAIN

INSULATED

METAL CAP

OVER EXISITNG

EQUIPMENT

CURB

INFILL EXISTING OPENING

SEAL WITH

INSULATED

ROOF CURB CAP

GAS LINE - RE: MECH

SHEETS

GAS LINE - RE: MECH

SHEETS

SCALE: 1/8" = 1'-0"

4' 8'0 16'

SHEET NOTES:

1. NEW RTU'S TO RECEIVE NEW 18" MIN HEIGHT ROOF CURBS, RE:

MECHANICAL

2. EXISTING MOD-BIT ROOF TO BE REPAIRED AS REQUIRED TO

PROVIDE SYSTEM WIDE INTEGRITY.

3. PROTECT IN PLACE ALL EXISTING EQUIPMENT LABELED TO REMAIN,

TYP.

4. WORK TO BE COMPLETED IN PHASES, RE: G.102 IN THE MECHANICAL

DRAWING FOR ADDITIONAL INFORMATION.

A.203 9

ROOF PLAN

MIN.

1'-0"MIN.

EXISTING MOD BIT ROOF

DEMOLISH EXISTING ROOF VENT

MOD BIT CAP SHEET PATCH SAT IN

UNIVERSAL BASE COATING

INFILL WITH SIMILAR MATERIALS TO

CREATE FLUSH WORK PLANE

DEMOLISH EXISTING ROOF VENT PIPING, RE:

MECHANICAL FOR LIMITS

SHEET NOTES:

1. NEW RTU'S TO RECEIVE NEW 18" MIN HEIGHT ROOF CURBS, RE:

MECHANICAL

2. EXISTING MOD-BIT ROOF TO BE REPAIRED AS REQUIRED TO

PROVIDE SYSTEM WIDE INTEGRITY.

3. PROTECT IN PLACE ALL EXISTING EQUIPMENT LABELED TO REMAIN,

TYP.

4. WORK TO BE COMPLETED IN PHASES, RE: G.102 FOR ADDITIONAL

INFORMATION.

MECHANICALLY ATTACH 18GA. SHEET METAL

CAP WITH DRIP EDGE OVER EXISTING CURB

AFTER DEMOLITION OF OBSOLETE EQUIPMENT.

MIN SPACING FOR SCREWS 6" O.C. PROVIDE

NEOPRENE WASHERS WITH SCREWS

EXISTING MOD-BIT ROOFING SYSTEM

AND EXISTING ROOF CURB

EXISTING FLASHING

FASTEN NEW CAP TO FRAMING

ENCAPSULATED R-19 INSULATION -

FASTEN IN PLACE WITH NEW CAP

MOD-BIT ROOFING, RUN UP SIDES OF

NEW CURB AND TUCK UNDER CURB

FLASHING PRE MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

1'-0"MIN.

MIN.

POLYESTER REINFORCING

FABRIC, EMBED IN FLASHING

MASTIC

MOD-BIT ROOFING, RUN UP SIDES OF

NEW CURB AND TUCK UNDER CURB

FLASHING PRE MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

INFILL EXISTING OPENING BETWEEN

PREVIOUS ROOF CURB FOOTPRINT

AND THE NEW CURB FOOTPRINT, LIKE

N KIND.

PROVIDE REINFORCING FRAMING

SIMILAR TO EXISTING, EXTEND

MECHANICAL EQUIPMENT, RE;

MECHANICAL DRAWINGS, TYP.

1'-0"MIN.

MIN.

POLYESTER REINFORCING

FABRIC, EMBED IN FLASHING

MASTIC

MOD-BIT ROOFING TO MATCH EXISTING

ROOFING SYSTEM ON COVERBOARD ON

RIGID INSULATION MATCHING THICKNESS

OF EXISTING INSULATION ON RIGID

INSULATION

ENCAPSULATED R-19 INSULATION -

MATCH ELEVATION WITH EXISTING

ROOF INSULATION.

FASTEN IN PLACE WITH NEW CAP

A.301 10

ROOF DETAILS

INSULATED HM DOOR

HM DOOR FRAME

GROUT FRAME

SEALANT - EACH SIDE

2 SCALE: 3"=1'-0"

DOOR FRAME DETAIL

EXISTING CMU WALL

INSULATED HM DOOR

HM DOOR FRAME

GROUT FRAME

SEALANT - EACH SIDE

3 SCALE: 3"=1'-0"

DOOR HEAD DETAIL

EXISTING CMU WALL

R E:

S C

RE: SCHED.2" 2"

HOLLOW METAL FRAME - PAINT

INSULATED HOLLOW

METAL DOOR - PAINT

7' -0

3'-0"

1 SCALE:3/8"=1'-0"

FRAME AND DOOR ELEVATIONS

A401

4A401

HOLLOW METAL DOOR -

PAINT

7' -0

3'-0"

3A401

DOOR AND FRAME SCHEDULE

MARK ROOM NO. TYPE MATERIAL GLAZING WIDTH HEIGHT

SIZE

DOOR

TYPE MATERIAL

FRAME

FIRE RATING

(MINUTES)

HARDWARE

FUNCTION NOTES

113 B 20RE: PLAN RE-USE3' X 3' 7'-0" 1

112A A 0RE: PLAN RE-USEN/A PR 3' X 3' 8'-8" H.M.1

113A B 20RE: PLAN RE-USE3' X 3' 7'-0" 1

H.M.

N/A

H.M.

SEE GEN. NOTES A AND B

ROOM FINISH SCHEDULE

ROOM NO. ROOM TITLE FLOOR BASE

NORTH EAST SOUTH WEST

WALL

CEILING NOTES

101A STORAGE CPT-1

113 CHILLER

113A BOILER

112A

OFFICE

UPS ROOM

EC-1 RWB-1

RWB-1

RWB-1 PT-1 PT-1

PT-1 PT-1

PT-1

PT-1 CLG-2

CLG-2

CLG-1

CLG-1 1, 2, & 3

1, 2, & 3

EC-1

GENERAL NOTES:

A. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED PT-2

B. PAINT ALL EXPOSED STEEL STRUCTURE TO BE PAINTED PT-1 UNLESS NOTED OTHERWISE.

KEYE NOTES:

1. EXTEND NEW PAINT FROM VISUAL TERMINATION OR CORNER.

2. NEW RUBBER BASE TO RUN FROM END OF EXISTING TO REMAIN TO CORNER WITH LONGEST

LENGTH AVAILABLE FOR NEW PRODUCT.

3. NEW CEILING WITH NEW GRID MATCHING ORIENTATION OF MAIN ROOM GRID.

4. PROVIDE AND INSTALL RUBBER BASE ON GYPSUM WALLS ONLY. NO BASE ON CMU WALLS.

ROOM FINISH LEGEND

MARK FINISH

CLG-1

CLG-2

CPT-1

RWB-1 RUBBER WALL BASE WITH COVE. JOHNSONITE, COLOR TO MATCH EXISTING RUBBER BASE IN ROOM 101.

PT-1 PAINT. SHERWIN WILLIAMS - COLOR TO MATCH EXISTING ADJACENT WALL COLOR

PT-2 PAINT. SHERWIN WILLIAMS DOOR FRAME PAINT - COLOR TO MATCH EXISTING DOOR FRAMES

NO CEILING. EXPOSED TO STRUCTURE. NO PAINT.

EXISTING CEILING TO REMAIN. PATCH, REPAIR, REPAINT.

PT-3 PAINT. SHERWIN WILLIAMS DOOR PAINT - COLOR TO MATCH EXISTING DOOR

PATCH AND REPAIR TO MATCH EXISTING. FAA TO PROVIDE ATTIC STOCK FOR REPAIR WORK.

EC-1 EXISTING SEALED CONCRETE.

SIGNAGE SCHEDULE

ROOM NO. ROOM TITLE SIGN TYPE NOTES

MECHANICAL

113A 1 113 1

A.401 11

INTERIOR FINISH SCHEDULE, DOOR SCHEDULE, SIGNAGE SCHEDULE / DOOR AND

FRAME ELEVATIONS, AND DETAILS

1. GENERAL INFORMATION

A. GOVERNING BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE (IBC-2018).

B. BUILDING RISK CATEGORY: THE BUILDING RISK CATEGORY ACCORDING TO IBC-2018 TABLE

1604.5 AND ASCE 7-16 TABLE 1.5-1 IS CATEGORY II.

C. ELEVATIONS: REFERENCE FINISHED FLOOR ELEVATIONS OF 100'-0" EQUALS ACTUAL

EXISTING FINISH FLOOR ELEVATION.

D. CONTRACT DOCUMENTS:

1) THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN THE OWNER AND

CONTRACTOR, CONDITIONS OF THE CONTRACT, DRAWINGS, SPECIFICATIONS, ADDENDA

ISSUED PRIOR TO EXECUTION OF THE CONTRACT, OTHER DOCUMENTS LISTED IN THE

AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT.

2) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND DISSEMINATING ALL

CONTRACT DOCUMENTS AND LATEST ADDENDA TO ALL SUB-CONTRACTORS PRIOR TO

DETAILING, FABRICATION OR INSTALLATION OF WORK.

3) CORRELATION OF THE CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS ARE

COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF

REQUIRED BY ALL. IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN THE

DRAWINGS, SPECIFICATIONS AND/OR THESE GENERAL NOTES, THE MORE STRINGENT AND

HIGHEST COST REQUIREMENT SHALL CONTROL UNLESS DIRECTED OTHERWISE IN WRITING

BY THE OWNER'S REPRESENTATIVE.

4) THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL

DRAWINGS FOR DISCREPANCIES BETWEEN EACH SET, AND WITHIN EACH SET OF

DRAWINGS, AND REPORT DISCREPANCIES, IF ANY, TO THE OWNER'S REPRESENTATIVE

PRIOR TO THE DETAILING, FABRICATION AND INSTALLATION OF AFFECTED WORK.

5) GENERAL CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF OPENINGS THROUGH

FLOORS, ROOF, AND WALLS SHOWN ON ELECTRICAL, PLUMBING, AND FIRE SUPPRESSION

SYSTEM DESIGN DOCUMENTS WITH ASSOCIATED SUBCONTRACTORS.

6) CONTRACTOR SHALL COORDINATE ALL ELEVATOR REQUIREMENTS FOR FINAL ELEVATOR

EQUIPMENT PURCHASED, INCLUDING PIT DIMENSIONS, PIT DEPTH, FLOOR OPENING

DIMENSIONS, ELEVATOR OVER-RUN CLEARANCE AT TOP OF SHAFT. CONTRACTOR SHALL

REPORT ASSOCIATED DISCREPANCIES TO THE ARCHITECT IN WRITING PRIOR TO

CONSTRUCTION OF ASSOCIATED BUILDING ELEMENTS.

7) ALTHOUGH NOT NECESSARILY SPECIFICALLY REFERENCED IN THE CONTRACT DOCUMENTS,

TYPICAL DETAILS AND GENERAL NOTES APPLY TO THE ENTIRE PROJECT WHEREVER

CONDITIONS SIMILAR TO THOSE DETAILED OR NOTED EXIST.

8) THE USE OF ELECTRONIC FILES OR REPRODUCTION OF CONTRACT DOCUMENTS BY ANY

TRADE OR MATERIAL SUPPLIER IN LIEU OF COMPLETELY INDEPENDENT PREPARATION OF

SHOP DRAWINGS SIGNIFIES THE SUPPLIER'S CERTIFICATION THAT ALL INFORMATION

SHOWN IN THE SHOP DRAWINGS IS CORRECT, AND ASSIGNS THEMSELVES TO

RESPONSIBILITY FOR ANY JOB EXPENSE ARISING DUE TO ANY ERRORS OCCURRING

THEREIN.

E. FIELD MODIFICATIONS: CONTRACTOR OR SUBCONTRACTOR FIELD MODIFICATIONS TO THE

STRUCTURE WITHOUT THE PRIOR WRITTEN CONSENT OF THE STRUCTURAL ENGINEER ARE

EXPRESSLY PROHIBITED AND MAY REQUIRE SUBSEQUENT REMEDIATION DIRECTED BY THE

STRUCTURAL ENGINEER AT CONTRACTOR'S EXPENSE.

2. DESIGN LOADS

A. DEAD LOAD: SELF WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE

B. ROOF DEAD LOAD:

1) BUILT-UP ROOFING SYSTEM......................................6 PSF

2) RIGID INSULATION.............................................2 PSF

3) METAL ROOF DECK..............................................3 PSF

4) JOIST SELF-WEIGHT............................................2 PSF

5) CEILING SYSTEM...............................................2 PSF

6) ROOF COLLATERAL (LIGHTING, DUCTWORK, SPRINKLER PIPING,

BRIDGING & MISC. FRAMING)....................................5 PSF

7) TOTAL.......................................................20 PSF

C. UNIFORM LIVE LOADS:

1) ROOF LIVE LOAD (UNREDUCIBLE)................................20 PSF

D. WIND LOADS:

1) GOVERNING CODE:..........................................ASCE 7-16

2) RISK CATEGORY: .................................................II

3) EXPOSURE CATEGORY:...............................................C

4) ENCLOSURE CLASSIFICATION..................................ENCLOSED

5) INTERNAL PRESSURE COEFFICIENT, GCPI:....... ..............+/- 0.18

6) TOPOGRAPHIC FACTOR, KZT:.......................................1.0

7) DIRECTIONALITY FACTOR, KD:....................................0.85

8) ULTIMATE DESIGN WIND SPEED, Vult:..........................109 MPH

9) NOMINAL DESIGN WIND SPEED, Vasd:............................90 MPH

E. SNOW LOADS:

1) GOVERNING CODE:.........................................ASCE 7-16

2) SNOW IMPORTANCE FACTOR, Is:...................................1.0

3) GROUND SNOW LOAD, Pg:......................................10 PSF

4) EXPOSURE OF ROOF: ..............................PARTIALLY EXPOSED

5) SURFACE ROUGHNESS CATEGORY:............. .......................C

6) EXPOSURE FACTOR, Ce:..........................................1.0

7) THERMAL FACTOR, Ct:...........................................1.0

8) ROOF SLOPE FACTOR, Cs:........................................1.0

9) CALCULATED FLAT ROOF SNOW LOAD, Pf:.......................7.0 PSF 10)MINIMUM FLAT ROOF SNOW LOAD, I*Pg:.........................10 PSF

11)RAIN ON SNOW SURCHARGE LOAD:................................5 PSF

F. SEISMIC DESIGN CRITERIA:

1) GOVERNING CODE:..........................................ASCE 7-16

2) RISK CATEGORY: .................................................II

3) SEISMIC IMPORTANCE FACTOR, Ie:................................1.00

4) SOIL SITE CLASSIFICATION:........................................D

5) 0.2 SEC. MAPPED SPECTRAL ACCELERATION, Ss:...................0.341

6) 1.0 SEC. MAPPED SPECTRAL ACCELERATION, S1:...................0.084

7) SITE COEFFICIENT, 0.2 SEC. PERIOD, Fa:........................1.53

8) SITE COEFFICIENT, 1.0 SEC. PERIOD, Fv:........................2.40

9) 0.2 SEC. DESIGN SPECTRAL ACCELERATION, Sds:..................0.347 10)1.0 SEC. DESIGN SPECTRAL ACCELERATION, Sd1:..................0.134

11)SEISMIC DESIGN CATEGORY:.........................................C

3. MATERIAL DESIGN VALUES

A. STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

12)ALL OTHER SHAPES AND PLATES UNLESS NOTED (ASTM A36)....FY = 36 KSI

(FABRICATOR MAY OPTIONALLY USE ASTM A572-50 PLATE MATERIAL)

4. CONSTRUCTION LOADS AND STABILITY

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL TEMPORARY CONSTRUCTION

LOADS CAN BE SAFELY SUPPORTED BY THE STRUCTURE DURING CONSTRUCTION.

B. THE STRUCTURAL FRAMING SYSTEM AND FOUNDATIONS HAVE BEEN DESIGNED AS A COMPLETE

STRUCTURAL SYSTEM FOR SUPPORT OF THE LOADS INDICATED IN THE CONSTRUCTION

DOCUMENTS. THE STRUCTURE HAS NOT BEEN DESIGNED OR CHECKED FOR TEMPORARY

CONSTRUCTION LOADS NOR HAS IT BEEN DESIGNED OR CHECKED FOR ADEQUACY OR

STABILITY AS A PARTIALLY ERECTED STRUCTURE.

C. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORES, GUYS, BRACES, AND OTHER

SUPPORTS DURING CONSTRUCTION TO KEEP STRUCTURAL FRAMING COMPONENTS SECURE,

PLUMB, AND IN ALIGNMENT AGAINST TEMPORARY CONSTRUCTION LOADS AND LOADS EQUAL

IN INTENSITY TO DESIGN LOADS. THE TEMPORARY SUPPORTS SHALL BE SUFFICIENT TO

SECURE THE PARTIALLY ERECTED STRUCTURE OR ANY PORTION THEREOF AGAINST LOADS

THAT ARE LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION, INCLUDING THOSE DUE TO

WIND AND THOSE THAT RESULT FROM CONSTRUCTION OPERATIONS.

5. EXISTING CONSTRUCTION

A. ALL VERTICAL AND HORIZONTAL DIMENSIONS, FINISHED FLOOR AND ROOF ELEVATIONS,

PLUMBNESS, AND DETAILS FOR THE EXISTING STRUCTURE SHALL BE VERIFIED IN THE

FIELD PRIOR TO PROCEEDING WITH ANY DEMOLITION OR INSTALLATION OF NEW WORK.

B. PRIOR TO DEMOLITION OR INSTALLATION OF NEW WORK, THE CONTRACTOR SHALL MAKE

WRITTEN DOCUMENTATION IF UNFORESEEN CONDITIONS OCCUR IN THE EXISTING

CONSTRUCTION. THESE UNFORESEEN CONDITIONS SHALL BE SUBMITTED TO THE OWNER'S

REPRESENTATIVE FOR REVIEW AND A WRITTEN RESPONSE BEFORE PROCEEDING WITH THE

WORK.

C. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SHORING, PROPS, AND GUYS REQUIRED

FOR THE TEMPORARY SUPPORT OF THE EXISTING STRUCTURE, UTILITIES, ETC. AS MAY BE

NECESSARY TO SAFELY COMPLETE DEMOLITION OR NEW WORK.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES, BOTH

CHARTED AND UNCHARTED BEFORE COMMENCING WITH ANY EXCAVATION OR DEMOLITION

WORK. DEPTH OF CONCRETE SAW SHALL BE SET SO AS NOT TO CUT ANY LOCAL EMBEDDED

OR UNDER-FLOOR PIPING OR WIRING WHICH IS TO REMAIN.

E. ALL DRILLING, CUTTING, DEMOLITION OR OTHER MODIFICATIONS TO EXISTING

CONSTRUCTION SHALL BE PERFORMED IN A MANNER THAT WILL NOT REDUCE THE STABILITY

OR STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. WHEN SAW CUTTING,

SPECIAL CARE SHALL BE TAKEN TO NOT OVER CUT INTO AN EXISTING AREA OF STRUCTURE

THAT WILL REMAIN.

F. CORING FOR PIPING OR CONDUIT THROUGH EXISTING STRUCTURAL MEMBERS IS NOT

ALLOWED UNLESS SPECIFICALLY SHOWN IN THE CONTRACT DOCUMENTS OR SPECIFICALLY

ALLOWED BY THE STRUCTURAL ENGINEER IN WRITING.

G. DAMAGE TO PORTIONS OF THE EXISTING STRUCTURE OR OTHER EXISTING BUILDING

COMPONENTS CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR

AT THE CONTRACTOR'S EXPENSE AND TO A LEVEL ACCEPTABLE TO THE OWNER'S

REPRESENTATIVE.

H. WHEN EXISTING FOUNDATIONS ARE TO BE DEMOLISHED, EXCAVATION DEPTHS EXCEEDING 4

FEET SHALL BE BACKFILLED WITH PROPERLY COMPACTED CRUSHED STONE OR FLOWABLE

FILL TO WITHIN 4 FEET OF THE REQUIRED FINISHED BACKFILL ELEVATION. THE

REMAINING DEPTH OF BACKFILL SHALL BE COMPLETED WITH PROPERLY COMPACTED

STRUCTURAL FILL AS OUTLINED IN THE FOUNDATION NOTES.

I. THE PROJECT AREA SHALL BE MAINTAINED AS CLEAN AS POSSIBLE WITH DUST BEING

LIMITED AS MUCH AS PRACTICAL.

6. STEEL CONSTRUCTION NOTES

A. GOVERNING STANDARDS: ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND

ERECTED IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND AS SUPPLEMENTED BY

THESE GENERAL NOTES AND THE PROJECT DRAWINGS AND SPECIFICATIONS.

1) ANSI/AISC 360-16 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (JULY 7,

2016).

2) AISC 303-16 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"

(JUNE 15, 2016).

3) ANSI/AWS "D1.1-STRUCTURAL WELDING CODE - STEEL", 2015 EDITION.

4) RCSC-2014 "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS"

(AUGUST 1, 2014).

B. STRUCTURAL BOLTS:

1) STEEL CONTRACTOR SHALL FURNISH ERECTION BOLTS AS REQUIRED FOR FIELD

CONNECTIONS.

2) ALL BOLTS SHALL BE 3/4 IN. DIAMETER ASTM A325 WITH SUITABLE WASHERS AND

NUTS UNLESS OTHERWISE SHOWN IN THE CONSTRUCTION DOCUMENTS OR APPROVED IN

WRITING BY THE OWNER'S REPRESENTATIVE.

3) ALL BOLTS SHALL BE TIGHTENED TO THE SNUG-TIGHTENED JOINT REQUIREMENTS OF

RCSC-10 EXCEPT AT SLIP-CRITICAL JOINTS OR WHERE NOTED OTHERWISE IN

CONSTRUCTION DOCUMENTS OR IN FABRICATOR'S CONNECTION DESIGN.

C. STEEL FABRICATION & FINISH:

1) SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE OWNER'S

REPRESENTATIVE PRIOR TO COMMENCING FABRICATION. ANY FABRICATION INITIATED

PRIOR TO APPROVAL OF SHOP DRAWINGS WILL BE AT THE SOLE RISK OF THE

FABRICATOR.

2) ALL SHOP AND FIELD WELDS SHALL BE MADE IN ACCORDANCE WITH THE ANSI/AWS

"D1.1-STRUCTURAL WELDING CODE - STEEL", 2015 EDITION. ALL WELDING SHALL

USE LOW HYDROGEN PROCESSES.

3) CUTS, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE SHOWN

ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING OF HOLES IN

STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.

4) THE FABRICATOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS. ANY SUCH

ERECTION AIDS SHALL BE REMOVED FROM THE COMPLETED STRUCTURE IF DIRECTED BY

THE OWNER'S REPRESENTATIVE.

5) ALL EXTENSION BARS, RUN-OFF PLATES, AND BACKING BARS USED IN WELDED

CONNECTIONS SHALL BE REMOVED AND THE JOINTS SHALL BE GROUND SMOOTH WHERE

SUCH CONNECTION IS PERMANENTLY EXPOSED TO VIEW OR IS DESIGNATED AS

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL.

6) SHOP PRIMER

A) ALL STEEL EXPOSED TO EXTERIOR WEATHER OR AN UNCONTROLLED ENVIRONMENT

SHALL BE BLAST CLEANED AND PRIMED WITH A SUBMITTED AND APPROVED

ZINC-RICH PRIMER.

B) INTERIOR STEEL SHALL BE SHOP PRIMED WITH THE FABRICATORS STANDARD SHOP

PRIMER.

C) SHOP PRIMER SHALL NOT BE APPLIED TO THE FOLLOWING AREAS:

i) SURFACES EMBEDDED IN CONCRETE OR MORTAR. EXTEND PRIMING OF

PARTIALLY EMBEDDED MEMBERS TO A DEPTH OF 2 INCHES.

ii) SURFACES TO BE FIELD WELDED.

iii) SURFACES TO BE HIGH-STRENGTH BOLTED WITH SLIP-CRITICAL

CONNECTIONS.

iv) SURFACES TO RECEIVE SPRAYED FIRE-RESISTIVE MATERIALS.

v) GALVANIZED SURFACES.

D. STEEL MISCELLANEOUS:

1) ALL EDGE ANGLES SUPPORTING ROOF OR FLOOR DECK SHALL BE CONTINUOUS

BUTT-SPLICE WELDED OVER SUPPORTS.

2) ALL ELEVATED MECHANICAL EQUIPMENT SHALL BE SUPPORTED BY STEEL FRAMING.

3) SUBSTITUTION OF POST-INSTALLED ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE

DRAWINGS WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN WRITING BY

THE OWNER'S REPRESENTATIVE.

7. METAL DECK NOTES:

A. ROOF DECK:

1) BASIS OF DESIGN: VULCRAFT TYPE 1.5B WIDE RIB DECK WITH THE CHARACTERISTICS

AND STRUCTURAL PROPERTIES OUTLINED BELOW. WIDE RIB DECKS OF OTHER

MANUFACTURERS ARE ACCEPTABLE IF THEY PROVIDE SIMILAR LOAD-CARRYING CAPACITY

FOR THE DECK SPANS APPLICABLE TO THIS PROJECT.

A) SDI DECK TYPE: WIDE RIB (WR)

B) DEPTH: 1-1/2 IN.

C) THICKNESS: 20 GAGE

D) FINISH: GALVANIZED

E) I = 0.212 IN4/FT

F) Sp = 0.234 IN3/FT G) Sn = 0.247 IN3/FT H) Fy = 33 KSI

I) SIDE LAPS: OVERLAPPED

2) SUPPORT FASTENERS: ROOF DECK SHALL BE CONNECTED TO SUPPORTS WITH #12

MECHANICAL FASTENERS AT 12" O.C. (36/4 PATTERN).

A) FASTENERS SHALL PENETRATE ALL PLIES OF DECKING INTO SUPPORTING SUBSTRATE

OR 2 LINES OF FASTENERS SHALL BE PROVIDED.

B) #12 MECHANICAL FASTENERS ARE CAPABLE OF SELF-TAPPING INTO A 1/2-INCH

MAXIMUM SUPPORTING STEEL THICKNESS. IF SUPPORTING STEEL THICKNESS

EXCEEDS 1/2-INCH OR IF SUPPORT IS AN EMBED PLATE, PROVIDE (1) 5/8-INCH

DIAMETER PUDDLE WELD IN LIEU OF EACH #12 FASTENER.

3) SIDE LAP FASTENERS: ROOF DECK SIDE LAPS SHALL BE FASTENED WITH #10 SIDE LAP

FASTENERS AT 12" ON CENTER.

4) MINIMUM BEARING LENGTH AND LAP LENGTH: MINIMUM BEARING LENGTH ON SUPPORTS

AT DISCONTINUOUS ENDS OF ROOF DECK IS 2-INCHES. MINIMUM BEARING LENGTH AND

LAP LENGTH OF CONTINUOUS ROOF DECK OVER INTERIOR SUPPORTS IS 3-INCHES.

B. SUBSTITUTION OF WELDING OR PINS FOR MECHANICAL SCREW ANCHORS WILL NOT BE

PERMITTED.

C. SUPPORTS FOR DECKING ARE DEFINED AS MEMBERS PROVIDING DIRECT TRANSVERSE

SUPPORT AS WELL AS CONTINUOUS PARALLEL EDGE SUPPORT.

D. ALL DECKING SHALL BE PLACED WITH RIBS PERPENDICULAR TO SUPPORTING ROOF OR

FLOOR MEMBERS AND SHALL SPAN A MINIMUM OF 3 SPANS UNLESS SHOWN OTHERWISE IN

STRUCTURAL DRAWINGS.

E. METAL DECKING SHALL NOT BE USED TO SUPPORT ANY HANGING LOADS INCLUDING, BUT

NOT LIMITED TO, SUSPENDED MECHANICAL, ELECTRICAL, OR PLUMBING EQUIPMENT, CABLE

TRAYS OR RACEWAYS, CEILING FINISHES OR CEILING FRAMING.

F. ALL DECK OPENINGS UP TO 8-IN. SHALL BE REINFORCED WITH A MINIMUM 16-GAGE PLATE

AS SHOWN IN TYPICAL ROOF DECK REINFORCING DETAIL.

G. ALL DECK OPENINGS GREATER THAN 8-IN. SHALL BE SUPPORTED BY AN ANGLE FRAME. IF

SPECIFIC FRAMING SIZES ARE NOT PROVIDED ON THE FRAMING PLAN, REFER TYPICAL

DETAILS FOR ROOF OPENING FRAME DETAIL.

THIS DOCUMENT IS

PRELIMINARY IN

NATURE AND IS NOT

A FINAL, SIGNED

AND SEALED

DOCUMENT

GENERAL NOTES

100% TYPE B DESIGN - ISSUED FOR CONSTRUCTION

DATE 20 MARCH 2024

Kirkpatrick Forest Curtis PC Structural Engineering

525 Central Park Drive, Suite 202 Oklahoma City, OK 73105 Telephone: 405.528.4596 Fax: 405.528.4580

OK CA #3888, EXP. 06/30/XX

engineering

06/30/25

THIS DOCUMENT IS

PRELIMINARY IN

NATURE AND IS NOT

A FINAL, SIGNED

AND SEALED

DOCUMENT

ROOF FRAMING PLAN

100% TYPE B DESIGN - ISSUED FOR CONSTRUCTION

DATE 20 MARCH 2024

Kirkpatrick Forest Curtis PC Structural Engineering

525 Central Park Drive, Suite 202 Oklahoma City, OK 73105 Telephone: 405.528.4596 Fax: 405.528.4580

OK CA #3888, EXP. 06/30/XX

SCALE: NONE

AND MECHANICAL UNIT SUPPORT

TYP. ROOF OPENING FRAME

S.601 SCALE: NONE

STEEL JOISTS W/ POINT LOADS

BRACING DETAIL FOR

S.601

SCALE: NONE

BRACING DETAIL FOR STEEL JOISTS4

S.601

SCALE: NONE

SECTION3

S.601

THIS DOCUMENT IS

PRELIMINARY IN

NATURE AND IS NOT

A FINAL, SIGNED

AND SEALED

DOCUMENT

FRAMING DETAILS

100% TYPE B DESIGN - ISSUED FOR CONSTRUCTION

DATE 20 MARCH 2024

Kirkpatrick Forest Curtis PC Structural Engineering

525 Central Park Drive, Suite 202 Oklahoma City, OK 73105 Telephone: 405.528.4596 Fax: 405.528.4580

OK CA #3888, EXP. 06/30/XX

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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DESIGNED

WORK ORDER NO.

DRAWN

OFFICE OF

FACILITY MANAGEMENT

ISSUED BY

AMP-300

DATE

FEDERAL AVIATION ADMINISTRATION

PREPARED BY

REV DATE

DEPARTMENT OF TRANSPORTATION

APPROVED BY

DESCRIPTION APP'DCHECK

\pxqc;232-PTS REPLACE HVAC, TYPE B

SMALL ARCHITECTS

2022-026573

20 MARCH 2024

MARSHAL MAGGARD

REVIEWED BY

DRAWING NO.

100% TYPE B DESIGN - ISSUED FOR CONSTRUCTION

OF 22

L E G E N D O F S Y M B O L S A N D A B B R E V I A T I O N S

TYPICALTYP

RELIEF AIR

RETURN AIR

REFERENCE

SUPPLY AIR

STATIC PRESSURE

SA or S/A

RLFA

RA or R/A

NOT IN CONTRACT

NORMALLY OPEN

NORMALLY CLOSED

NOT TO SCALE

MINIMUM

OUTSIDE AIR

NTS

OA or O/A

NIC

MIN

SANITARY SEWERSS

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

HEATING WATER RETURN

NATURAL GAS

HEATING WATER SUPPLY

HWR

HWS

DHWR

DHW

GRILLE OR REGISTER, SIDEWALLPIPING SERVICE DESIGNATIONS

BLW BELOW

FEET PER MINUTE

FLR

FPM

FROM

FLOOR

BOTTOM OF INSULATION

BOTTOM OF PIPE OR PIPE INSULATION

BOTTOM OF DUCT

CLEANOUT

CEILING

BRITISH THERMAL UNITS PER HOUR

DIAMETER

ELECTRICAL

ELEVATION

EXHAUST AIR

CUBIC FEET PER MINUTE

DIA OR Ø

ELEV

ELEC

DTL

DETAIL

DOWN

BTUH

CLG

BOP

CFM

BOI

BOD

ABOVE FINISHED FLOOR

ARCHITECTURAL

BRAKE HORSE POWER

REFERENCE ABBREVIATIONS

BUILDING

AFF

ARCH

BLDG

BHP

ABV ABOVE

EXHAUST FANEF

20x12

VARIABLE AIR VOLUME

DOMESTIC COLD WATER

COIL CONDENSATE DRAIN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

DCW

CHWR

CHWS

WATER HAMMER ARRESTOR

UNIT HEATER

STEAM TRAP

VAV

WHA

FDPR

SUPPLY FAN

ROOF DRAIN

PLUMBING FIXTURE

OPPOSED BLADE DAMPER

HOSE BIBB

OBD

FLOOR DRAINFD

AIR DISTRIBUTION DEVICE

Z = CFM

Y = DIFFUSER TYPE

MOTORIZED DAMPER

DIRECTION OF AIR FLOW

BDD - BACKDRAFT DAMPER

MD OR BLANK - MANUAL OR VOLUME DAMPER

DUCT SECTION, RETURN, EXHAUST, TRANSFER, RELIEF AND

DUCT SUPPLY AIR, DOWN

DUCT RETURN, EXHAUST, TRANSFER, RELIEF,

FIRST DIMENSION IS SIDE LEADER POINTS TO

OUTSIDE AIR. FIRST DIMENSION IS SIDE LEADER POINTS TO

DUCT SECTION, SUPPLY AIR

BRANCH CONNECTIONS INTO RECTANGULAR MAIN

OBD - OBD DAMPER

DAMPER

OR OUTSIDE AIR, DOWN

HEATING, VENTILATION, AIR CONDITIONING

DOMESTIC HOT WATER CIRCULATION PUMP

EQUIPMENT DESIGNATIONS

AIR SEPARATORAS

BOILER

DWC

BP BOILER PUMP

AIR HANDLING UNITAHU

84Ø

12x20 FIRST DIMENSION IS SIDE SHOWN

RECTANGULAR DUCT SIZE IN INCHES,

ROUND DUCT SIZE IN INCHES

NUMBER

DETAIL OR SECTION

RPBP

DETAIL OR SECTION IS DRAWN

No. OF DRAWING WHERE

KEY NOTE

MISCELLANEOUS

REDUCED PRESSURE BACKFLOW PREVENTER

STRAINER W/VALVE AND CAP

STRAINER, WYE TYPE

SWING CHECK VALVE

PIPING SPECIALTIES

ANGLE VALVE

FLANGED CONNECTION

FLEXIBLE PIPE CONNECTOR

BRANCH CONNECTION OUT OF SIDE

BRANCH CONNECTION OUT OF TOP

CONCENTRIC REDUCER

CAP ON END OF PIPE

ECCENTRIC REDUCER

UNION, DIELECTRIC

UNION, SCREWED

ELBOW, 90°

ELBOW, 45°

SANITARY WYE

AUTO FLOW CONTROL VALVE W/PRESSURE PORTS

VALVE IN RISER

SAFETY RELIEF VALVE

COMBINATION BALANCE AND SHUT-OFF VALVE

PRESSURE REDUCING VALVE

CALIBRATED BALANCING VALVE

WITH FLOW MEASUREMENT TAPS

THREE-WAY VALVE

CALIBRATED BALANCING VALVE

FD RD

VALVES AND ACTUATORS

BRANCH CONNECTION OUT OF BOTTOM

PIPING AND FITTINGS

FLOW, IN DIRECTION OF ARROW

PIPE SLOPE, INCHES/FOOT OR PERCENT

RISE OR DROP

RISER DOWN, ELBOW

RISER UP, ELBOW

SHUT-OFF/ISOLATION VALVE

BUTTERFLY VALVE

PLUG VALVE, GAS COCK

BALL VALVE

GLOBE VALVE

DRAIN, FLOOR OR ROOF

HOSE CONNECTION

HOSE BIBB

AUTOMATIC AIR VENT

M-101

PCHWP PRIMARY CHILLED WATER PUMP

AT AIR TERMINAL UNIT

STEAM TRAP

VARIABLE FREQUENCY DRIVEVFD

FIRE DAMPERFDPR

LOUVERLV

RECTANGULAR TO RECTANGULAR

TRANSITION - RECTANGULAR TO ROUND

ROUND TO RECTANGULAR

ELECTRIC WATER HEATEREWH

FAN COIL UNITFCU

HUMIDIFIERHUM

NON-POTABLE WATERNPW

DOWN IN DIRECTION OF ARROW

RETURN AIR OPENINGRAO

DOMESTIC WATER HEATERDWH

OAI OUTSIDE AIR INTAKE

VENT THROUGH ROOFVTR

CHILLED WATER SUPPLY AND RETURNCHW

HW HEATING WATER SUPPLY AND RETURN

CHILLERCH

HEATING WATER PUMPHWP

STEAM CONDENSATE RETURN PUMPSCRP

V VENT

EXPANSION TANKET

O.R. ON ROOF

EXISTING (PREFIX FOR OTHER PIPING(E)

SERVICE DESIGNATIONS)

CHILLED WATER PUMPCHWP

WATER SOFTENERWS

REDUCED PRESSURE BACKFLOW PREVENTERRPBP

RLD - RELIEF DAMPER

FLOOR CLEANOUTFCO

FC FLEXIBLE CONNECTION

EXISTING(E)

AIR CONDITIONERAC

STEAM CONDENSATE RETURNSCR

STEAMSTM

WATER GAUGE (INCHES)WG

VENTV

TOTAL DYNAMIC HEADTDH

PH PHASE

REVOLUTIONS PER MINUTERPM

GPM GALLONS PER MINUTE

HP HORSEPOWER

HZ HERTZ

FT FEET

UNDERGROUNDUG

HEAT EXCHANGERHEX

THERMOSTAT

DUCT STATIC PRESSURE SENSOR

CONTROLS

AUTHORITY HAVING JURISDICTIONAHJ

FIRE SPRINKLER PIPEF

ELECTRICAL CONDUITEC

SECONDARY CHILLED WATER PUMPSCHWP

MA MIXED AIR

SMOKE DETECTOR, DUCT MOUNTED

FIRE SPRINKLER HEAD

DEDICATED OUTSIDE AIR SYSTEMDOAS

IN. WC INCHES OF WATER COLUMN

HOT WATER BOILERHWB

ENTERING WATER TEMPERATUREEWT

LEAVING WATER TEMPERATURELWT

GYLCOL FEEDERGF

HYDRAULIC SEPARATORHS

HEATING CIRCULATION PUMPHCP

COMPRESSED AIRCA

SUMP PUMPSP

CONDENSING UNITCU

VENTILATION AIRVA

STORM DRAINSD

STORM VENTSV

P&T PRESSURE & TEMPERATURE

PRESSURE GAUGE AND BALL VALVE

TEMPERATURE SENSOR

PETE'S PLUG (TEST PLUG)

THERMOWELL

THERMOMETER

CONDENSER WATER SUPPLY AND RETURNCW

REFRIGERANT PIPINGREF

CHANGE OF ELEVATION RISE(R) OR DROP(D)

FIRE DAMPER AND SLEEVE, PROVIDE ACCESS DOOR

ACCESS DOOR, VERTICAL OR HORIZONTAL

SUPPLY AIR, CEILING DIFFUSER

RETURN OR EXHAUST AIR, CEILING GRILLE

GAS PIPE SIZE AND PRESSURE2"G(10)

GAS DELIVERY PRESURE

(LBS, U.N.O.)

GAS PIPE SIZE

NATURAL GASG

MAU MAKEUP AIR UNIT

Z Y

TRANSFER AIRTA

GENERAL NOTES

1. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS AMENDED AND ADOPTED BY THE INSPECTION AUTHORITY. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR OTHER CODES APPLICABLE TO

THIS PROJECT.

- 2018 INTERNATIONAL BUILDING CODE (IRC)

- 2018 INTERNATIONAL MECHANICAL CODE (IMC)

- 2018 INTERNATIONAL PLUMBING CODE (IPC)

1. LAYOUTS SHOWN ON MECHANICAL SHEETS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO DEPICT EXACT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ASPECTS OF THE

FIELD CONDITIONS BEFORE BEGINNING WORK.

2. THE ARRANGEMENT AND INSTALLATION OF EQUIPMENT, PIPING, DUCTWORK SHALL PROVIDE A DEDICATED CLEAR SPACE FOR MAINTENANCE AND SERVICING AS RECOMMENDED BY THE EQUIPMENT

MANUFACTURER. SCALED DRAWINGS SHALL BE SUBMITTED DOCUMENTING COMPLIANCE.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH MECHANICAL, ELECTRICAL, FIRE PROTECTION, ARCHITECTURAL, AND STRUCTURAL

SYSTEMS WHICH MAY OR MAY NOT BE INDICATED ON THESE DRAWINGS.

4. COORDINATE EXACT LOCATIONS OF FLOOR DRAINS WITH MECHANICAL EQUIPMENT.

5. COORDINATE EXACT LOCATION OF CEILING MOUNTED AIR DEVICES WITH ARCHITECTURAL REFLECTED

CEILING PLANS.

6. ALL DIMENSIONS ARE IN INCHES UNLESS NOTED OTHERWISE.

7. ALL DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEETMETAL DUCT SIZE AS REQUIRED

FOR DUCT LINER WHEN APPLICABLE.

8. EACH DUCT SYSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC SMACNA DUCT PRESSURE

CLASSIFICATION AS INDICATED IN THE PROJECT SPECIFICATIONS.

9. MAXIMUM LENGTH FOR FLEXIBLE DUCT SHALL BE 5'-0”. ALL TURNS OR ELBOWS SHALL HAVE A MINIMUM

TURNING RADIUS EQUAL TO 1.5 TIMES THE DUCT DIAMETER.

10. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE CEILINGS OR OTHERWISE CONCEALED BEHIND SURFACES UNLESS NOTED OTHERWISE. ANY ITEMS WHICH CANNOT BE CONCEALED SHALL BE INSTALLED SO AS TO PROVIDE A PLEASING APPEARANCE INCLUDING PAINTING, ETC. COORDINATE WITH ARCHITECT.

11. WHERE PIPING AND DUCTWORK PENETRATE SOUND INSULATED WALL, INSTALL A SHEETMETAL SLEEVE

AND SEAL WITH AN APPROVED ACOUSTICAL SEALANT. COORDINATE WITH ARCHITECT.

12. RISER DIAGRAMS ARE MEANT TO SHOW ONLY MECHANICAL RELATIONSHIPS AND THEREFORE MAY NOT

INCLUDE ALL REQUIRED EQUIPMENT, DEVICES, AND ACCESSORIES.

13. DUE TO THE SMALL SIZE OF THE DRAWINGS, ALL PIPE FITTINGS ARE NOT SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE FITTINGS AS REQUIRED TO PROVIDE A FUNCTIONALLY COMPLETE AND

OPERATIONAL SYSTEM.

14. DRAWINGS INDICATE SIZE, PROFILES, CONNECTIONS, AND DIMENSIONAL REQUIREMENTS OF MECHANICAL EQUIPMENT AND ARE BASED ON SPECIFIC MANUFACTURER TYPES AND MODELS INDICATED.

15. MECHANICAL EQUIPMENT INSTALLED IN THE BUILDING SHALL NOT BE OPERATED DURING

CONSTRUCTION WITHOUT PERMISSION FROM THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

16. MECHANICAL SYSTEMS SHALL BE INSTALLED PARALLEL TO BUILDING STRUCTURAL MEMBERS. REFER

TO SPECIFICATIONS FOR METHODS AND PROCEDURES.

17. MECHANICAL EQUIPMENT OR OTHER MATERIALS WHICH ARE EXPOSED OR VISIBLE THROUGH OPENINGS IN THE CEILING SHALL BE READY FOR PAINTING AS REQUIRED BY THE ARCHITECT. ITEMS THAT REQUIRE MOVEMENT OF PARTS EITHER AUTOMATICALLY OR MANUALLY SHALL BE PROPERLY PROTECTED TO

INSURE PROPER OPERATION.

18. FIRE STOPPING SHALL BE PROVIDED ALL LOCATIONS WHERE PIPING PENETRATES FIRE RATED WALLS AND FLOORS. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF RATED PARTITIONS AND FLOORS.

19. PROVIDE DRAIN VALVES AT ALL PIPING LOW POINTS AND AS INDICATED.

20. PROVIDE MANUAL AIR VENTS ALL PIPING HIGH POINTS AND AS INDICATED.

21. PROVIDE METAL JACKET PIPING PROTECTION ON ALL EXPOSED PIPING WITHIN 10 FEET OF THE FINISHED

FLOOR UNLESS NOTED OTHERWISE.

22. WHERE INDICATED, ELEVATIONS OF PIPING REFER TO CENTERLINE ELEVATION ABOVE THE FINISH

FLOOR UNLESS NOTED OTHERWISE.

23. USE RADIUS ELBOWS WITH OR WITHOUT TURNING VANES UNLESS SPECIFICALLY NOTED OTHERWISE OR

WHERE APPROVED BY THE ENGINEER.

24. WHEN CONNECTING TO FSE, PROVIDE DAMPERS, VALVES AND OTHER DEVICES AS SPECIFIED FOR MECHANICAL EQUIPMENT IN DIVISION 15 AND AS REQUIRED FOR PROPER MAINTENANCE, TESTING AND

BALANCING, ETC.

M001

MECHANICAL

LEGEND, ABBREVIATIONS

AND GENERAL NOTES

EAC

TMR

DP DIFFERENTIAL PRESSURE SENSOR

CN CONDENSATE NEUTRALIZER

UH-5A

50 MBH

UH-5B

50 MBH

UH-2A

100 MBH

1450 CFM

14"Ø

20X18

12"Ø (TYP. OF 4)

UH-3

10 MBH

10"Ø

(TYP.

OF 3)

T 14 X1

16X16

14X12

10"Ø

8"Ø

10"Ø10"Ø

12"Ø

8"Ø

12X10

8"Ø

(TYP.

OF 4)

8"Ø

(TYP.

OF 6)

14X12 8X12

CUH-2

10 MBH

9"Ø

8"Ø

7"Ø

12"Ø

7"Ø

14"Ø

12"Ø

10"Ø

T 7"Ø

12"Ø

10"Ø T

UH-2B

100 MBH

CT-1

7" Ø

6" Ø

UP TO EXF-02

17"Ø17"Ø

"Ø

1-02

1-01

1-03

1-05 1-04

1-06

1-07

1-08

1-10

1-11

1-09

2-01

2-02

2-03

3-01

24X2040 X3

9X89X8 5X5

EF-3EF-4EF-5EF-6EF-7EF-8

LV-1

LV-2

LV-3 LV-4 LV-5 LV-8LV-7LV-6

16"Ø

"Ø

36X32

12"Ø 18"Ø

14"Ø 20"Ø

20"Ø

22"Ø20"Ø18"Ø

"Ø

12"Ø 18"Ø

14"Ø

12"Ø 18"Ø

14"Ø

12"Ø 18"Ø

14"Ø

12"Ø 14"Ø 18"Ø

"Ø

21"Ø

T 3

PUMP PUMP

BOILER BOILER

EXF-01 ON

ROOF

UH-1A

EF-11PUMP

CHILLER

232-1-CH101

(R134a, 248 LBS.)

CUH-1

10 MBH

UH-1B

TT T

PODIUM

FRIDGE

PODIUM

STORAGE

CABINET

B O

O K

C A

S E

BOOKCASE

STORAGE

CABINET

STORAGE

CART

STORAGE

CABINET

STORAGE

CABINET

S T

O R

A G

E C

A B

FFFF

FF BB

FFBBF

FFBB

BBF

12x6 RA

REMOVE

DAMPER AND

ACTUATOR FROM

COMBUSTION

AIR INTAKE

LOUVER, SEAL

PENETRATION

UP TO EXF-03

ON ROOF

UP TO EXF-04

ON ROOF

UP TO EXF-05

ON ROOF

UP TO EXF-09

ON ROOF

UP TO EXF-10

ON ROOF

UP TO EXF-01

VF-1

001 002

002 002

5 006

008008 009 009

0 004

UH-2C

100 MBH

UH-2D

100 MBH

VESTIBULE

100A

127126

TELE

SYST

FIRE RISER

ROOM

CORRIDOR

101A

STORAGE

JAN.

WOMEN

MEN

103104

100B

111114

120A

118A

STORAGE

BATTERY ROOM

UPS STORAGE

OFFICE

CHILLER

BOILER

UPS ROOM

GENERATOR ROOM

LAB

GENERATOR ROOM

BATTERY ROOM

CLASSROOM

CLASSROOM CLASSROOM

CLASSROOM

100C

LABORATORY

CLASSROOM

AMP-200

121A

123A 124A

119A

OPEN OFFICE

STORAGE

102A

OFFICE

102B

SWITCH GEAR ROOM

113A

OFFICE

112A

UPS ROOM

VEST

BRK.RM.

CAP

Z R

H D

P .C

E R

T E

O F

A U

T H

O R

C A

E X

A T

D A

T E

U N

{\C 1;

D -L eg ac y\ \Z

R H

D _P ro je ct

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DESIGNED

WORK ORDER NO.

DRAWN

OFFICE OF

FACILITY MANAGEMENT

ISSUED BY

AMP-300

DATE

FEDERAL AVIATION ADMINISTRATION

PREPARED BY

REV DATE

DEPARTMENT OF TRANSPORTATION

APPROVED BY

DESCRIPTION APP'DCHECK

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File details come from the government source that posted it. Updated Jun 27, 2024.