Attachment 1a Hangar 9_Renovation_100_Drawings_3.14.2025.pdf

Drawing No. AMP - 400 -lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER − OKLAHOMA CITY, OKLAHOMA

drawn approved by

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.

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

100% DESIGN SUBMITTAL - FOR CONSTRUCTION

SEAL:

1/ 1/ :2

:1 A M

A u t o d e s k D o c s /1 F A A H a n g a r

R e n o v a t io n s R /1 1_

A R C H H C F .r v t

1/ 1/ :2

:1 A M

A u t o d e s k D o c s /1 F A A H a n g a r R e n o v a t io n s R /1 1_

A R C H H C F .r v t

B. BRADDICK

T. AUFRANC

HANGAR 9

COVER SHEET

1550021

MATTCV

11.10.2023

G-001

PROJECT LOCATION

PROJECT LOCATION

VICINITY MAP LOCATION MAP

14000 Quail Springs Pkwy Suite 500

Oklahoma City, Oklahoma 73134

BENHAM DESIGN, LLC

OKLAHOMA - Architecture # CA02833 Engineering # CA7569

Phone # (405) 478-5353

BENHAM PROJECT NO.:

WORK ORDER NO.:

WWW.BENHAM.COM

2018-021538

FEDERAL AVIATION ADMINISTRATION

HANGAR 9

1550021

100% DESIGN SUBMITTAL

03.14.2025

No. Date Description Issued by Issued to

0 03/14/25 100% DESIGN SUBMITTAL TV FAA

DETAIL NUMBER

EXTERIOR ELEVATION

1 View Name 1/8" = 1'-0"

VIEW SCALE

INDICATES PLAN NORTH

VIEW NUMBER

VIEW NAME

INDICATES TRUE NORTH

A101

SIM

VIEW NUMBER

SHEET NUMBER

TYPICAL VIEW TITLE

DETAIL SECTION

A101

SIM

VIEW NUMBER

SHEET NUMBER

WALL SECTION

REFERENCE LABEL

(WHERE INDICATED)

INDICATES ELEVATION TYPICAL

CONDITION

INDICATES THE CONDITION

IS SIMILAR TO THE

REFERING DETAIL

NAME

ELEVATION

xx.x

SHEET NUMBER

LEVEL MARKER

KEYED NOTE TAG

EXISTING STRUCTURAL GRID

LEVEL ELEVATION

LEVEL NAME

KEYED NOTE VALUE

PLAN NORTH

A101

SIM

NORTH ARROW

ACCESSIBLE WATER

CLOSET FRONT

ELEVATION

STANDARD WATER

CLOSET FRONT

ELEVATION

ACCESSIBLE

WALL MOUNTED

SOAP

DISPENSER

ACCESSIBLE WATER CLOSET

SIDE ELEVATION

ACCESSIBLE

LAVATORY

FRONT

ELEVATION

C E

N T

E R

L

IN

E O

F C

O N

T R

O

LS

NOTE:

INSULATE ALL EXPOSED PIPES UNDER

LAVATORIES IN ACCORDANCE WITH

ANSI, ADA, AND ABA STANDARDS.

TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHT LEGEND

SURFACE MOUNTED

PAPER SEAT COVER

DISPENSER

B O

T T

O M

O F

R E

F

LE

C T

IV

E

S U

R F

A C

E

MIRROR

1' - 6"

F A

C E

O F

W A

LL

2'

M A

X

IM

U M

3'

8"

F A

C E

O F

W A

LL

F A

C E

O F

W A

LL

3' - 0" 6"

2'

1' - 6"

1'

7"

1' - 0" 3' - 6"

9" MAXIMUM

7" MINIMUM

3' - 3"

2'

M

IN

IM

U

M 1'

3"

F A

C E

O F

W A

LL

F A

C E

O F

W A

LL

EQ EQ

1'

3"

M A

X

M A

X

IM

U M

3'

4"

GRAB

BAR

GRAB

BAR

TOILET TISSUE

DISPENSOR

3'

3" 1'

6"

ACCESSIBLE

URINAL SIDE

ELEVATION

STANDARD

URINAL SIDE

ELEVATION

ACCESSIBLE WALL

MOUNTED PAPER TOWEL

DISPENSER/ WASTE

RECEPTACLE COMBO

ACCESSIBLE WALL

MOUNTED AUTOMATIC

TOUCHLESS TOWEL

DISPENSER

C E

N T

E R

L

IN

E O

F C

O N

T R

O

LS

C E

N T

E R

L

IN

E O

F D

IS

P

E N

S E

R

T O

P O

F R

E C

E P

T A

C

LE

ACCESSIBLE WALL

MOUNTED WASTE

RECEPTACLE

ACCESSIBLE

SANITARY

NAPKIN/TAMPON

VENDOR

M A

X

1'

5"

2'

0"

M A

X

IM

U M

4'

0"

M A

X

IM

U M

4'

0"

M A

X

IM

U M

3'

4"

4'

0"

C O

IN

S

LO

T

S

F A

C E

O F

W A

LL

F A

C E

O F

W A

LL

FIRE EXTINGUISHER

CABINET AND/OR

BRACKET

ACCESSIBLE/STANDARD

ELECTRIC WATER

COOLER (EWC) FRONT

ELEVATION

T O

P O

F S

P O

U T

O U

T

LE

T

FULL HEIGHT

MIRROR

ACCESSIBLE

SHELF

(WOMEN'S TOILET

ROOM ONLY)

6'

0" 4' -0

M

A X

IM

U

M 3'

4"

M

IN

IM

U

M

4'

0"

3' -2

M

IN

IM

U M

3'

7" M

A X

IM

U

M

3'

0" M

A X

IM

U

M (A

D A

SHOWER CURTAIN

ROD

F A

C E

O F

W A

LL

7'

0"

3'

6"

7'

6"

SOAP

DISH

S H

O W

E R

H E

A D

UTILITY SHELF

WITH

MOP/BROOM

HOLDER

5'

4"

T O

P O

F

A C

C E

S S

O R

Y

ACCESSIBLE

SANITARY

NAPKIN

DISPOSAL

T O

P

C E

S S

O R

Y

2'

6"

STANDARD

HAT/COAT/ROBE

HOOK

5'

0"

T O

P

C E

S S

O R

Y

STANDARD

WATER CLOSET

SIDE ELEVATION

F A

C E

O F

W A

LL

9" MAXIMUM

7" MINIMUM

M A

X

IM

U M

1'

3"

TOILET TISSUE

DISPENSOR

M A

X

IM

U M

3'

8"

ACCESSIBLE

WALL MOUNTED

HAND SANITIZER

F A

C E

O F

S T

A

LL

D O

O R

COAT HOOK

COAT HOOK

4'

/1 6"

Drawing No. AMP - 400 -lead or pm designed drawn approved by

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.

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

100% DESIGN SUBMITTAL - FOR CONSTRUCTION

SEAL:

1/ 1/ :2

:1 A M

A u t o d e s k D o c s /1 F A A H a n g a r

R e n o v a t io n s R /1 1_

A R C H H C F .r v t

1/ 1/ :2

:1 A M

A u t o d e s k D o c s /1 F A A H a n g a r R e n o v a t io n s R /1 1_

A R C H H C F .r v t

B. BRADDICK

T. AUFRANC

HANGAR 9

GENERAL PROJECT INFORMATION

1550021

MATTCV

11.10.2023

G-002

GENERAL NOTESARCHITECTURAL SYMBOLS LEGEND

1. CONTRACTOR SHALL VERIFY AND COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON WITH THE DRAWINGS PRIOR TO THE START OF AND DURING CONSTRUCTION. IF ANY DISCREPANCIES OR OMISSIONS ARE FOUND, THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING FOR CLARIFICATION PRIOR TO

PROCEEDING WITH WORK.

2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. IF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IN WRITING FOR CLARIFICATION BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK.

3. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES TO ENSURE EXACT FIT AND PERFECT ALIGNMENT. VERIFY DIMENSIONS BEFORE PROCEEDING AND OBTAIN MEASUREMENTS

AT JOB SITE FOR WORK REQUIRED TO BE ACCURATELY FITTED TO OTHER CONSTRUCTION.

4. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR ANY ACTIVITIES THAT MAY CAUSE EXCESSIVE NOISE AND DISRUPTION TO ACTIVITES THAT ARE TAKING PLACE WITHIN THE BUILDING. ALL WORK FOR THIS PROJECT SHALL BE REQUIRED TO TAKE PLACE AFTER HOURS OR ON WEEKENDS. NOISE WILL NOT BE ALLOWED BETWEEN

THE HOURS OF 6:00 AM TO 6:00 PM CST.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUST PROOF BARRIERS BETWEEN ANY PORTION OF THE DEMOLITION AND/OR CONSTRUCTION AND OTHER INTERIOR SPACES.

6. THE CONTRACTOR SHALL DO ALL CLEANING NECESSARY TO KEEP THE TRAFFIC ROUTES AND ADJACENT AREAS WITHIN THE PREMISES FREE FROM DUST AND DEBRIS AT ALL TIMES.

7. PROTECT FROM DEMOLITION AND PRE-CONSTRUCTION DEBRIS, ALL "EXISTING TO REMAIN" AND/ OR "SALVAGED FOR REUSE" FIXTURES, FINISHES, EQUIPMENT, ETC. REQUIRED TO REMAIN IN

PLACE DURING CONSTRUCTION.

8. ALL PENETRATIONS IN RATED ASSEMBLIES, WHETHER NEW OR EXISTING, SHALL BE SEALED WITH UL/FM APPROVED MATERIALS AND PROCEDURES. NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE OF QUESTIONABLE CONDITIONS ENCOUNTERED.

9. BASIS-OF-DESIGN PRODUCT DEFINITION: A PRODUCT IN WHICH A SPECIFIC MANUFACTURER'S PRODUCT IS NAMED AND ACCOMPANIED BY THE WORDS "BASIS-OF-DESIGN," INCLUDING MAKE

OR MODEL NUMBER OR OTHER DESIGNATION, TO ESTABLISH THE SIGNIFICANT QUALITIES RELATED TO TYPE, FUNCTION, DIMENSION, IN-SERVICE PERFORMANCE, PHYSICAL PROPERTIES, APPEARANCE, AND OTHER CHARACTERISTICS FOR PURPOSES OF EVALUATING COMPARABLE PRODUCTS OF ADDITIONAL MANUFACTURERS WHICH MEET SPECIFICATION REQUIREMENTS.

ALL WOOD BLOCKING SHALL BE FIRE TREATED.

10. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS UNTIL AFTER ACCEPTANCE OF INSTALLATION IS MADE BY THE CONTRACTING OFFICER'S REPRESENTATIVE, AND AS IN

ACCORDANCE WITH THE SPECIFICATIONS.

11. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF CONSULTANTS WORK AND TO INFORM THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. IMPROPERLY INSTALLED WORK SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT.

12. CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY IF ANY SERVICE OR UTILITY IS ACCIDENTALLY TAKEN OFFLINE OR DAMAGED DUE TO CONSTRUCTION ACTIVITIES. CONSTRUCTION SHALL REMAIN STOPPED UNTIL THE CONTRACTOR IS EXPRESSLY NOTIFIED TO CONTINUE WORK FROM THE CONTRACTING OFFICER'S

REPRESENTATIVE.

13. EXCEPT AS MODIFIED BY GOVERNING CODES, COMPLY WITH THE APPLICABLE PROVISIONS AND RECOMMENDATIONS OF ANSI A10 "SAFETY CODE FOR BUILDING CONSTRUCTION".

14. THE CONTRACTOR SHALL NOT LOAD ANY PART OF THE BUILDING AND ITS FACILITIES WITH MATERIALS, EQUIPMENT AND DEBRIS THAT COULD COMPROMISE THE BUILDINGS STRUCTURAL

INTEGRITY.

15. UPON COMPLETION OF THE WORK, TAKE ALL EQUIPMENT, DEBRIS AND SALVAGED ITEMS FROM THE BUILDING. LEAVE ALL WORK AREAS CLEAN. TAKE SPECIAL CARE TO CLEAN ALL TRACES

OF DUST, SLAG AND GRIT ADJACENT TO WORK AREAS AND/OR AS FAR AS DUST, SLAG OR GRIT TRAVELS.

16. PROVIDE ON-SITE DUMP CONTAINERS FOR COLLECTION OF WASTE AND DAILY CLEAN UP REFUSE AND RUBBISH. MAINTAIN SITE IN AN ORDERLY, CLEAN AND SAFE CONDITION AT ALL TIMES.

DUMPSTERS SHOULD REMAIN COVERED WHILE ON MMAC.

17. THERE IS KNOWN ASBESTOS IN EXISTING FLOOR TILE AND FLOOR TILE MASTICS IN A NUMBER OF LOCATIONS THROUGHOUT THE BUILDING. ALL ASBESTOS CONTAINING FLOOR TILE IN AREAS

INDICATED IN THESE DRAWINGS WILL BE REMOVED BY THE GOVERNMENT. IF ANY OTHER FLOOR FINISHES, NOT INDICATED AS ASBESTOS CONTAINING NEED TO BE TEMPORARILY REMOVED

OR ALTERED, COORDINATE WITH OWNER PRIOR TO DISTURBING THE FLOOR FINISHES.

18. FOR THE RESTROOM PORTION OF THE RENOVATION: DRAWINGS FROM A 1988 RENOVATION OF DOMESTIC WATER PIPING INSULATION INDICATES THAT THE EXISTING PIPING INSULATION IS FIBER GLASS. THIS WAS INSPECTED BY THE FAA, IN ADDITION TO OTHER MATERIALS IN THE PROJECT AREA THAT MAY BE DISTURBED DURING DEMOLITION & CONSTRUCTION, AND NO ASBESTOS-CONTAINING MATERIAL (ACM) WAS IDENTIFIED. HOWEVER, IF AT ANY POINT DURING DEMOLITION AND/OR CONSTRUCTION, THE CONTRACTOR DISCOVERS ACM OR SUSPECTED ACM THEY MUST STOP WORK IN THE IMMEDIATE WORK AREA AND CONTACT THE FAA PROJECT MANAGER FOR FURTHER INSTRUCTION. IF NECESSARY, THE FAA WILL COLLECT AND ANALYZE SAMPLES FOR ACM AND SEPARATELY PROCURE AN ABATEMENT CONTRACTOR TO REMOVE ANY ACM IN THE PROJECT WORK AREA(S).

19. THERE SHALL BE NO NOISY CONSTRUCTION ACTIVITIES OR ODOR PRODUCING ACTIVITIES SCHEDULED BETWEEN THE HOURS OF 6:00AM CST TO 6:00PM CST ON MONDAY THROUGH FRIDAY

DUE TO TESTING AND OTHER CRITICAL ACTIVITIES THAT TAKE PLACE IN THE BUILDING.

20. THE FAA WILL REQUIRE TESTING OF WATER AFTER THE CONTRACTOR FLUSHES THE SYSTEM. THE FAA WILL TEST FOR PH, LEAD, COPPER, AND TOTAL COLIFORM (INCLUDES E-COLI). IF THE TEST FAILS, THE CONTRACTOR WILL BE REQUIRED TO MAKE NECESSARY STEPS TO CORRECT THE ISSUE AND THEN THE PROCESS OF FLUSHING AND TESTING HAS TO OCCUR AGAIN. THE WATER TESTING PROCESS CAN TAKE UP TO TWO WEEKS. THE RESTROOMS CANNOT BE IN OPERATION / USED UNTIL THE WATER TEST IS PASSED.

21. PHASING IS TO BE COORDINATED CLOSELY WITH THE AMP-400 AT FAA. CONTRACTOR SHALL ONLY WORK ON 1 FLOOR/LEVEL OF RESTROOMS AT A TIME AS TO NOT LIMIT ACCESS TO RESTROOMS BY THE TENANTS OF THE BUILDING. PORTABLE MENS AND WOMENS TOILETS ARE TO BE BROUGHT IN THE ACCOUNT FOR THE NUMBER OF TOILETS THAT ARE DOWN AT ANY

GIVEN TIME.

22. PAINT/FUME WORK AND ODOR PRODUCING WORK SHALL OCCUR ON WEEKENDS ONLY.

23. COORDINATE SCHEDULE WITH FAA INSPECTOR.

GENERAL NOTES

DEMOLITION GENERAL NOTES

1. DEMOLITION AND REMOVAL WORK SHALL BE DONE WITH DUE CARE, INCLUDING BRACING, ETC. PERFORM PATCHING AND RESTORATION AS REQUIRED TO REMEDY AND RESTORE SUCH

DAMAGED PARTS EQUAL TO ADJACENT AREA.

2. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR ALL ITEMS SALVAGED BUT NOT REUSED.

3. THE CONTRACTOR SHALL REMOVE ALL WORK AS INDICATED ON THE CONSTRUCTION DRAWING.

4. ANY KIND OF DEMOLITION WORK INVOLVING CONCRETE, GYPSUM BOARD, SHEETROCK, PLASTER, ETC. CAN CREATE SILICA DUST. USE TOOLS THAT INCORPORATE THE WET METHOD OR

SHOP VACS WITH HEPA FILTERS TO CAPTURE DUST. CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING UP DUST OR SLAG (FROM WET METHOD) AS FAR AS IT TRAVELS. AMP-100 SAFETY OFFICE REQUIRES A COPY OF THE CONTRACTOR'S SILICA CONTROL PLAN 30 DAYS PRIOR TO ANY WORK BEING PERFORMED THAT WILL CREATE SILICA DUST.

5. EXISTING ELECTRIC AND TELECOMMUNICATIONS OUTLETS INTERFERING WITH NEW WORK SHALL BE REMOVED OR RELOCATED AS DIRECTED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

6. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT AREAS BY DEMOLITION OPERATION AT NO COST TO THE GOVERNMENT.

7. ANY DISCREPANCY FOUND ON DRAWINGS AND FIELD CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO PROCEEDING

WITH THE WORK IN QUESTION.

8. COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE ALL WORK WHICH WILL AFFECT THE TENANTS ON ADJACENT FLOORS OR SPACES.

9. COORDINATE ANY CEILING REMOVAL WITH ALL TRADES AS REQUIRED WITH CONSTRUCTION PLAN.

10. UNLESS NOTED OTHERWISE, ALL DEMOLITION MATERIAL IS TO BE LEGALLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTING OFFICER'S REPRESENTATIVE

RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM ITEMS WHETHER OR NOT THOSE ITEMS WERE SPECIFICALLY NOTED FOR REMOVAL, RELOCATION, OR AS

RETURNED TO CONTRACTING OFFICER'S REPRESENTATIVE.

11. PROTECT FROM DEMOLITION AND RECONSTRUCTION DEBRIS, ALL "EXISTING TO REMAIN" FIXTURES, FINISHES, EQUIPMENT, ETC. REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION AND AS NECESSARY TO FULFILL THE PURPOSE AND INTENT OF

THE FINISH WORK, WHETHER OR NOT IT IS SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS CALLED TO BE REMOVED

THROUGH OUT THE ENTIRE DOCUMENTS.

13. DEMOLISH MEANS TO REMOVE, TRANSPORT AND LEGALLY DISPOSE OF DEMOLISHED MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS.

14. REMOVE AND SALVAGE OR REMOVED AND REINSTALLED MEANS TO CAREFULLY DETACH FROM EXISTING CONSTRUCTION, CLEAN AND REPAIR TO CONDITION ADEQUATE FOR INTENDED

REUSE.

15. CONTRACTOR SHALL PALLETIZE AND SHRINK WRAP REMOVED CARPET TILES AND MOVE TO BUILDING 50 FOR AMP-100 RECYCLING. CARPET MUST NOT BE LEFT OUTSIDE AT BUILDING 50.

REMOVED CARPET TILES SHALL BE KEPT CLEAN AND DRY. DO NOT STORE OUTSIDE AT ANY TIME DURING CONSTRUCTION ACTIVITIES. NOTIFY AMP-400 POC/COR, AMP-100 AND FAA INSPECTOR PRIOR TO DELIVERY TO ENSURE THAT THE CARPET IS MOVED INSIDE OF THE BUILDING.

16. IF THE VINYL COMPOSITE TILE (VCT) MATERIAL ADHERES TO THE CARPET TILE ADHESIVE DURING REMOVAL, SUSPEND WORK IN THE IMMEDIATE AREA. CONTACT THE AMP-400 PROJECT MANAGER SO THAT AN FAA ASBESTOS INSPECTOR CAN EXAMINE AND IF NECESSARY, SUSPEND WORK UNTIL MITIGATION/ABATEMENT IS COMPLETED. THE FAA WILL NOTIFY

CONTRACTOR WHEN WORK IS OKAY TO CONTINUE.

17. THE RF SHIELDED VAULT ROOMS LOCATED ON THE EAST SIDE OF THE THIRD FLOOR WERE FOUND TO CONTAIN LEAD. THE DOORS AND WALL SKIN/COATING TERNE IS MOSTLY LEAD

BASED. CONTRACTOR SHALL INFORM DISPOSAL FACILITY OF THE PRESENCE OF LEAD.

24. PAINTING - CONTRACTOR MUST USE LOW VOLATILE ORGANIC COMPOUND (VOC) PAINTS WITH LOW ODOR TO PREVENT FAA WORKER EXPOSURES AND COMPLAINTS. USING STRONG EPOXY PAINTS (ESPECIALLY ANYTHING THAT CONTAINS ISOCYANATES - WHICH IS A KNOWN SENSITIZER) SHOULD ONLY BE CONDUCTED DURING THE WEEKENDS OR NIGHT SHIFT HOURS WHEN NO FAA WORKERS ARE PRESENT. ALL SAFETY DATA SHEETS MUST BE SUBMITTED TO THE AMP-100 SAFETY OFFICE FOR REVIEW PRIOR TO ALL PAINTING PROCESSES (EXCEPT IF USING LOW

VOC INTERIOR LATEX PAINTS).

25. GENERAL CHEMICAL USE - CONTRACTOR MUST USE LOW VOLATILE ORGANIC COMPOUND (VOC) CHEMICALS WITH LOW ODOR TO PREVENT FAA WORKER EXPOSURES AND COMPLAINTS.

CHEMICALS WITH A LOW ODOR THRESHOLD (MEANING IT IS EASILY DETECTABLE BY HUMAN SENSES, WITH STRONG ODORS, ETC) SHOULD ONLY BE CONDUCTED DURING THE WEEKENDS OR NIGHT SHIFT HOURS WHEN NO FAA WORKERS ARE PRESENT. ALL SAFETY DATA SHEETS MUST BE SUBMITTED TO THE AMP-100 SAFETY OFFICE FOR REVIEW 30 DAYS PRIOR TO ALL

PROCESSES USING CHEMICALS.

26. MANUFACTURERS SAFETY DATA SHEETS (SDS) FOR ALL CHEMICAL PRODUCTS, INCLUDING BUT NOT LIMITED TO CEMENTS, CURING COMPOUNDS, BONDING COMPOUNDS THAT ARE USED ON

THE JOB SITE MUST BE READILY AVAILABLE UPON REQUEST.

27. POWER TOOLS USED INSIDE THE BUILDING MUST NOT BE POWERED BY PETROLEUM OR NATURAL GAS FUELS. ONLY ELECTRIC AND PNEUMATIC POWERED TOOLS ARE APPROVED TO BE

USED INSIDE THE BUILDING.

28. A HOT WORK PERMIT WILL BE REQUIRED FOR ANY ACTIVITY THAT GENERATES A SPARK OR SUFFICIENT HEAT TO CAUSE A COMBUSTION. PERMITS CAN BE OBTAINED THROUGH AM-100 AND

THE WILL ROGERS AIRPORT FIRE DEPARTMENT.

29. ALL WORK INSIDE PANELBOARDS REQUIRES AN OUTAGE. SCHEDULE ALL POWER OUTAGES WITH AMP-400 IN ADVANCE AND OBTAIN PERMISSION IN WRITING.

30. FALL PROTECTION, ROOFS - CONTRACTOR MUST HAVE A FALL PROTECTION PROGRAM: ALL ROOF WORK REPAIRS AND RENOVATIONS MUST, AT A MINIMUM, COMPLY WITH 29 CFR 1926.502, FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES. ROOF WORK IS PROHIBITED BETWEEN THE ROOF EDGE AND WARNING LINE WITHOUT WORKERS BEING PROTECTED BY GUARDRAILS, FALL ARREST, OR FALL RESTRAINT AT THE MMAC. THIS PROHIBITS THE USE OF THE "MONITOR SYSTEM" AS FALL PROTECTION. IAW AC 3900-211 - ALL ROOF WORK IS PROHIBITED WHEN

WINDS ARE A SUSTAINED 23 MPH OR MORE OR WHEN WIND GUSTS EXCEED 35 MPH.

31. FALL PROTECTION, GENERAL - COMPLY WITH OSHA CONSTRUCTION INDUSTRY REQUIREMENTS FOR FALL PROTECTION INCLUDE: 29 CFR 1926.500 SCOPE, APPLICATION AND DEFINITIONS; 29 CFR 1926.501, DUTY TO HAVE FALL PROTECTION; 29 CFR 1926.502, FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES; 29 CFR 1926.503, TRAINING; AND MMAC ORDER AC 3900.21, CHAPTER

10, FALL PROTECTION.

32. ALL OPENING IN PANELBOARDS, RECEPTACLES, JUNCTION BOXES, ETC. SHALL BE EFFECTIVELY CLOSED WITH NO EXPOSED HAZARD SAFETY.

33. CONSTRUCTION MUST MEET OR EXCEED ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. ALL WORK MUST COMPLY WITH THE NEC, NFPA 70 & 70E, AND 29 CFR 1910 SUB PART S.

No. Date Description Issued by Issued designed drawn approved by

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.

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

100% DESIGN SUBMITTAL - FOR CONSTRUCTION

SEAL:

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r

R e n o v a t io n s R /1 1_

A R C H H C F .r v t

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r R e n o v a t io n s R /1 1_

A R C H H C F .r v t

B. BRADDICK

T. AUFRANC

HANGAR 9

GENERAL PROJECT INFORMATION

1550021

MATTCV

11.10.2023

G-003

ABBREVIATIONS

ABA ARCHITECTURAL BARRIERS ACT

ABO ADDITIVE BID OPTION

ACC ACCESSORY

AD AREA DRAIN

ADD ADDENDUM

ADJ ADJACENT

AFF ABOVE FLOOR FINISH

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BD BOARD

BG BUMPER GUARD

BL BUILDING LINE

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BU ROD BACK UP ROD

BUR BUILT-UP ROOF

C TO C CENTER TO CENTER

CBB CONCRETE BACKER BOARD

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CT CERAMIC TILE

CTR CENTER

CW CURTAIN WALL

D DEPTH

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DS DOWN SPOUT

DTL DETAIL

DWG DRAWING

DWGS DRAWINGS

DWLS DOWELS

EA EACH

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

EQUIP EQUIPMENT

ESC ESCALATOR

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXP BOLT EXPANSION BOLT

EXT EXTERIOR

FA FIRE ALARM

FAU FORCED AIR UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLOUR FLOURESCENT

FLR FLOOR

FO FACE OF

FR FIRE RESISTIVE

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GFRC GLASS FIBER REINFORCED

CONCRETE

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GRG GLASS REINFORCED GYPSUM

GYP GYPSUM

GYP BD GYPSUM BOARD

H HIGH

HB HOSE BIB

HC HOLLOW CORE

HD HEAD

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTR HEATER

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

K KIPS (1,000 LB)

KO KNOCK OUT

KP KICK PLATE

KS KNEE SPACE

KSF KIPS PER SQUARE FOOT

L ANGLE

LAM LAMINATE

LAV LAVITORY

LB POUND (WIEGHT)

LF LINEAL FOOT

LG LONG

LIN LINEAR, LINEAL

LL LIVE LOAD

LOC LOCATION

LP LOW POINT

LT LIGHT

LWC LIGHT WEIGHT CONCRETE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MDO MEDIUM DENSITY OVERLAY

ME MATCH EXISTING

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFIED

MOD BIT MODIFIED BITUMEN

MSL MEAN SEA LEVEL

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O TO O OUTSIDE TO OUTSIDE

OA OVERALL

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED, OWNER

INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OTS OPEN TO STRUCTURE

OVHD OVERHEAD

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PD PLANTER DRAIN

PERF PERFORATED

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POL POLISHED

POLYISO POLYISOCYANURATE

PORT

CEM

PORTLAND CEMENT

PR PAIR

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAINTED

R RISER, REFRIGERATOR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

RECP RECEPTABLE

REF REFER OR REFERENCE

REINF REINFORCING

RELOC RELOCATED

REQD REQUIRED

RFVC RECESSED FIRE VALVE CABINET

RM ROOM

RO ROUGH OPENING

RWL RAIN WATER LEADER

SAB SOUND ATTENUATION BLANKET

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SED STANDARD EMBASSY DESIGN

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SP STAND PIPE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK

THOLD THRESHOLD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOSHP TOP OF STEEL HIGH POINT

TOSLP TOP OF STEEL LOW POINT

TOSMP TOP OF STEEL MIDPOINT

TOSTL TOP OF STEEL

TS TUBE STEEL

TW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENDING

VAR VARIES

VCT VINYL COMPOSITE TILE

VET VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WH WATER HEATER

WL WIND LOAD

WP WATERPROOFING

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

No. Date Description Issued by Issued designed drawn approved by

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.

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

100% DESIGN SUBMITTAL - FOR CONSTRUCTION

SEAL:

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r

R e n o v a t io n s R /1 1_

A R C H H C F .r v t

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r R e n o v a t io n s R /1 1_

A R C H H C F .r v t

B. BRADDICK

T. AUFRANC

HANGAR 9

INDEX OF DRAWINGS

1550021

MATTCV

11.10.2023

G-004

SHT No SHEET NAME REV DATE

0000 - GENERAL

G-001 COVER SHEET 0 03/14/25

G-002 GENERAL PROJECT INFORMATION 0 03/14/25

G-003 GENERAL PROJECT INFORMATION 0 03/14/25

G-004 INDEX OF DRAWINGS 0 03/14/25

G-005 CONTRACTOR HAUL ROUTE AND LAY DOWN AREA 0 03/14/25

G-006 PHASING PLAN 0 03/14/25

0000 - GENERAL: 6

02 - GENERAL

G001 LIFE SAFETY CODE ANALYSIS 0 11-10-23

GI002 LIFE SAFETY OCCUPANT LOAD CALCULATIONS 0 11-10-23

GI110 LIFE SAFETY PLAN LEVEL 1 - COMPOSITE 0 11-10-23

GI120 LIFE SAFETY PLAN LEVEL 2 - COMPOSITE 0 11-10-23

GI130 LIFE SAFETY PLAN LEVEL 3 - COMPOSITE 0 11-10-23

02 - GENERAL: 5

04 - ARCHITECTURAL

AD101 LEVEL 1 COMPOSITE DEMOLITION PLAN - FLOORING 0 03/14/25

AD102 LEVEL 2 COMPOSITE DEMOLITION PLAN - FLOORING 0 03/14/25

AD103 LEVEL 3 COMPOSITE DEMOLITION PLAN - FLOORING 0 03/14/25

AD104 LEVEL 1 COMPOSITE DEMOLITION PLAN - CEILINGS 0 03/14/25

AD105 LEVEL 2 COMPOSITE DEMOLITION PLAN - CEILINGS 0 03/14/25

AD106 LEVEL 3 COMPOSITE DEMOLITION PLAN - CEILINGS 0 03/14/25

A-110 LEVEL 1 - COMPOSITE FLOOR PLAN 0 03/14/25

A-111 LEVEL 1 - SECTORS 1 & 2 0 03/14/25

A-112 LEVEL 1 - SECTORS 3 & 4 0 03/14/25

A-120 LEVEL 2 - COMPOSITE FLOOR PLAN 0 03/14/25

A-121 LEVEL 2 - SECTORS 1 & 2 0 03/14/25

A-122 LEVEL 2 - SECTORS 3 & 4 0 03/14/25

A-130 LEVEL 3 - COMPOSITE FLOOR PLAN 0 03/14/25

A-131 LEVEL 3 - SECTORS 1 & 2 0 03/14/25

A-132 LEVEL 3 - SECTORS 3 & 4 0 03/14/25

A-210 LEVEL 1 - COMPOSITE RCP 0 03/14/25

A-211 LEVEL 1 - SECTORS 1 & 2 RCP 0 03/14/25

A-212 LEVEL 1 - SECTORS 3 & 4 RCP 0 03/14/25

A-220 LEVEL 2 - COMPOSITE RCP 0 03/14/25

A-221 LEVEL 2 - SECTORS 1 & 2 RCP 0 03/14/25

A-222 LEVEL 2 - SECTORS 3 & 4 RCP 0 03/14/25

A-230 LEVEL 3 - COMPOSITE RCP 0 03/14/25

A-231 LEVEL 3 - SECTORS 1 & 2 RCP 0 03/14/25

A-232 LEVEL 3 - SECTORS 3 & 4 RCP 0 03/14/25

SHT No SHEET NAME REV DATE

06 - FIRE PROTECTION

FA001 FIRE ALARM LEGEND AND GENERAL NOTES 0 11-10-23

FA110 FIRE ALARM PLAN LEVEL 1 - HANGAR BAY 0 11-10-23

FA111 FIRE ALARM PLAN LEVEL 1 - SECTORS 1 & 2 0 11-10-23

FA112 FIRE ALARM PLAN LEVEL 1 - SECTORS 3 & 4 0 11-10-23

FA121 FIRE ALARM PLAN LEVEL 2 - SECTORS 1 & 2 0 11-10-23

FA122 FIRE ALARM PLAN LEVEL 2 - SECTORS 3 & 4 0 11-10-23

FA131 FIRE ALARM PLAN LEVEL 3 - SECTORS 1 & 2 0 11-10-23

FA132 FIRE ALARM PLAN LEVEL 3 - SECTORS 3 & 4 0 11-10-23

FA600 TYPICAL FIRE ALARM RISER DIAGRAM 0 11-10-23

FA601 TYPICAL FIRE ALARM INPUT / OUTPUT MATRIX 0 11-10-23

FX001 FIRE SUPPRESSION GENERAL NOTES AND LEGEND 0 11-10-23

FX110 FIRE SUPPRESSION PLAN LEVEL 1 - COMPOSITE 0 11-10-23

FX120 FIRE SUPPRESSION PLAN LEVEL 2 - COMPOSITE 0 11-10-23

FX130 FIRE SUPPRESSION PLAN LEVEL 3 - COMPOSITE 0 11-10-23

06 - FIRE PROTECTION: 14

07 - PLUMBING

P-001 LEGEND AND ABBREVATIONS 0 01-24-24

PD110 PLUMBING DEMO 0 01-24-24

PD120 PLUMBING DEMO 0 01-24-24

PD130 PLUMBING DEMO 0 01-24-24

PD411 ENLARGED PLUMBING DEMOLITION - SECTOR 1 AND 2 0 01-24-24

PD412 ENLARGED PLUMBING DEMOLITION - SECTOR 3 AND 4 0 01-24-24

PD421 ENLARGED PLUMBING DEMOLITION - SECTOR 2 0 01-24-24

PD422 ENLARGED PLUMBING DEMOLITION - SECTOR 3 AND 4 0 01-24-24

PD431 ENLARGED PLUMBING DEMOLITION - SECTOR 1 AND 2 0 01-24-24

PD432 ENLARGED PLUMBING DEMOLITION - SECTOR 3 AND 4 0 01-24-24

P-110 PLUMBING OVERALL 0 01-24-24

P-120 PLUMBING OVERALL 0 01-24-24

P-130 PLUMBING OVERALL 0 01-24-24

P-411 LEVEL 1 - ENLARGED PLUMBING DRAWINGS - SECTOR 1 AND 2 0 01-24-24

P-412 LEVEL 1 - ENLARGED PLUMBING DRAWINGS - SECTOR 3 AND 4 0 01-24-24

P-421 LEVEL 2 - ENLARGED PLUMBING DRAWINGS - SECTOR 1 AND 2 0 01-24-24

P-422 LEVEL 2 - ENLARGED PLUMBING DRAWINGS - SECTOR 3 AND 4 0 01-24-24

P-431 LEVEL 3 - ENLARGED PLUMBING DRAWINGS - SECTOR 1 AND 2 0 01-24-24

P-432 LEVEL 3 - ENLARGED PLUMBING DRAWINGS - SECTOR 3 AND 4 0 01-24-24

P-501 PLUMBING DETAILS 0 01-24-24

P-601 PLUMBING SCHEDULES 0 01-24-24

P-901 DOMESTIC WATER ISOMETRICS - SECTOR 1 AND 2 0 01-24-24

P-902 DOMESTIC WATER ISOMETRICS - SECTOR 3 AND 4 0 01-24-24

P-903 SANITARY AND VENT ISOMETRICS - SECTOR 1 AND 2 0 01-24-24

P-904 SANITARY AND VENT ISOMETRICS - SECTOR 3 AND 4 0 01-24-24

SHT No SHEET NAME REV DATE

07 - PLUMBING: 25

10 - MECHANICAL

M-001 LEGEND AND ABBREVIATIONS 0 01-24-24

M-110 MECHANICAL OVERALL 0 01-24-24

M-111 LEVEL 1 - MECHANICAL PLAN - SECTORS 1 AND 2 0 01-24-24

M-112 LEVEL 1 - MECHANICAL PLAN - SECTORS 3 AND 4 0 01-24-24

M-120 MECHANICAL OVERALL 0 01-24-24

M-121 LEVEL 2 - MECHANICAL PLAN - SECTORS 1 AND 2 0 01-24-24

M-122 LEVEL 2 - MECHANICAL PLAN - SECTORS 3 AND 4 0 01-24-24

M-130 MECHANICAL OVERALL 0 01-24-24

M-131 LEVEL 3 - MECHANICAL PLAN - SECTORS 1 AND 2 0 01-24-24

M-132 LEVEL 3 - MECHANICAL PLAN - SECTORS 3 AND 4 0 01-24-24

M-401 LEVEL 3 - MECHANICAL ENLARGED SECTOR 3 AND 4 0 01-24-24

M-601 MECHANICAL SCHEDULES 0 01-24-24

10 - MECHANICAL: 12

1500 - ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS 0 11/10/23

ED111 LEVEL 1 - LIGHTING DEMOLITION PLANS 0 11/10/23

ED112 LEVEL 1 - LIGHTING DEMOLITION PLANS 0 11/10/23

ED211 LEVEL 2 - LIGHTING DEMOLITION PLANS 0 11/10/23

ED212 LEVEL 2 - LIGHTING DEMOLITION PLANS 0 11/10/23

ED311 LEVEL 3 - LIGHTING DEMOLITION PLANS 0 11/10/23

ED312 LEVEL 3 - LIGHTING DEMOLITION PLANS 0 11/10/23

ED313 LEVEL 3 - DEMOLITION POWER PLAN 0 11/10/23

EL111 LEVEL 1 - LIGHTING PLAN 0 11/10/23

EL112 LEVEL 1 - LIGHTING PLAN 0 11/10/23

EL211 LEVEL 2 - LIGHTING PLAN 0 11/10/23

EL212 LEVEL 2 - LIGHTING PLAN 0 11/10/23

EL311 LEVEL 3 - LIGHTING PLAN 0 11/10/23

EL312 LEVEL 3 - LIGHTING PLAN 0 11/10/23

EP110 ENLARGED POWER PLANS LEVEL 1 0 11/10/23

EP210 ENLARGED POWER PLANS LEVEL 2 0 11/10/23

EP310 ENLARGED POWER PLANS LEVEL 3 0 11/10/23

E-601 ELECTRICAL PARTIAL ONE-LINE & LIGHTING CONTROLS 0 11/10/23

E-602 INVERTER PANEL SCHEDULES 0 11/10/23

1500 - ELECTRICAL: 19

Grand total: 150

SHT No SHEET NAME REV DATE

A-301 BUILDING SECTIONS 0 03/14/25

A-302 BUILDING SECTIONS 0 03/14/25

A-303 BUILDING SECTIONS 0 03/14/25

A-401 ENLARGED PLANS - 104E, 224E 0 03/14/25

A-402 ENLARGED PLANS - 143E 0 03/14/25

A-403 ENLARGED PLANS - 107W, 106W, 115W 0 03/14/25

A-404 ENLARGED PLANS - 215E, 218E 0 03/14/25

A-405 ENLARGED PLANS - 215E, 218E 0 03/14/25

A-406 ENLARGED PLANS - 214W, 215W 0 03/14/25

A-407 ENLARGED PLANS - 305E, 311E, 313E 0 03/14/25

A-408 ENLARGED PLANS - 305E, 311E, 313E 0 03/14/25

A-409 ENLARGED PLANS - 328E 0 03/14/25

A-410 ENLARGED PLANS - 303W, 304W 0 03/14/25

A-411 ENLARGED PLANS - 313W, 315W 0 03/14/25

A-412 ENLARGED PLANS 0 03/14/25

A-413 ENLARGED PLANS 0 03/14/25

A-420 INTERIOR ELEVATIONS 0 03/14/25

A-421 INTERIOR ELEVATIONS 0 03/14/25

A-422 INTERIOR ELEVATIONS 0 03/14/25

A-423 INTERIOR ELEVATIONS 0 03/14/25

A-424 INTERIOR ELEVATIONS 0 03/14/25

A-425 INTERIOR ELEVATIONS 0 03/14/25

A-501 DETAILS 0 03/14/25

A-601 PARTITION TYPES 0 03/14/25

A-602 PARTITION TYPES 0 03/14/25

A-603 DOOR SCHEDULE/DETAILS 0 03/14/25

04 - ARCHITECTURAL: 50

05 - INTERIORS

I-111 LEVEL 1 FINISH PLAN - SECTORS 1 & 2 0 03/14/25

I-112 LEVEL 1 FINISH PLAN - SECTORS 3 & 4 0 03/14/25

I-121 LEVEL 2 FINISH PLAN - SECTORS 1 & 2 0 03/14/25

I-122 LEVEL 2 FINISH PLAN - SECTORS 3 & 4 0 03/14/25

I-131 LEVEL 3 FINISH PLAN - SECTORS 1 & 2 0 03/14/25

I-132 LEVEL 3 FINISH PLAN - SECTORS 3 & 4 0 03/14/25

IG531 SIGNAGE DETAILS 0 03/14/25

I-400 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-401 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-402 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-403 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-404 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-405 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-406 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-407 ENLARGED PLANS & ELEVATIONS 0 03/14/25

I-408 MILLWORK DETAILS 0 03/14/25

IN601 ROOM FINISH SCHEDULE - LEVELS 1 & 2 0 03/14/25

IN602 ROOM FINISH SCHEDULE - LEVEL 3 0 03/14/25

IN603 MATERIALS & FINISH LEGEND 0 03/14/25

05 - INTERIORS: 19

No. Date Description Issued by Issued

PROJECT LOCATION:

HANGAR 9 (BLDG. #10)

CONTRACTOR LAY DOWN

AREA AND JOB TRAILER

LOCATION

CONTRACTOR LAY DOWN

AREA AND JOB TRAILER

LOCATION

REGINA AVE.

S. MACARTHUR BLVD.

EXIT OUT THIS GATE

ENTER IN THIS GATE

S.W. 74TH STREET

HAUL ROUTE

S.W. 69TH STREET

GATE 16 -

CONSTRUCTION VEHICLE

ENTRANCE -

COORDINATE WITH FAA

GATE 16 -

CONSTRUCTION VEHICLE

ENTRANCE -

COORDINATE WITH FAA

S. DUKE AVE.

S. DUKE AVE.

GATE 3 - PERSONNEL

Drawing No. AMP - 400 -lead or pm designed drawn approved by

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.

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

100% DESIGN SUBMITTAL - FOR CONSTRUCTION

SEAL:

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r

R e n o v a t io n s R /1 1_

A R C H H C F .r v t

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r R e n o v a t io n s R /1 1_

A R C H H C F .r v t

B. BRADDICK

T. AUFRANC

HANGAR 9

CONTRACTOR HAUL ROUTE AND LAY DOWN AREA

1550021

MATTCV

11.10.2023

G-005

12" = 1'-0"1

CONTRACTOR HAUL ROUTE

NOT TO SCALE

N

No. Date Description Issued by Issued

PHASE 1

FAA CAMPUS (CONTROLLED AREA) FLIGHTLINE (SECURED AREA)

PHASE 2

HANGAR 9

CONTRACTOR HAUL

ROUTE - SEE G-005

HANGAR 8

JOB TRAILER LOCATION

WITHIN LAY DOWN AREA

CONTRACTOR

LAY DOWN AREA

GATE 16 - CONSTRUCTION

VEHICLE ENTRANCE -

COORDINATE WITH FAA

GATE 3 - PERSONNEL GATE

DASHED LINES INDICATES

PORTA-JOHN STAGING

AREA.

Drawing No. AMP - 400 -lead or pm designed drawn approved by

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.

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

100% DESIGN SUBMITTAL - FOR CONSTRUCTION

SEAL:

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r

R e n o v a t io n s R /1 1_

A R C H H C F .r v t

1/ 1/ :2

:1 A

M A u t o d e s k D o c s /1 F A A H a n g a r R e n o v a t io n s R /1 1_

A R C H H C F .r v t

B. BRADDICK

T. AUFRANC

HANGAR 9

PHASING PLAN

1550021

MATTCV

11.10.2023

G-006

1" = 80'-0"1

PHASING PLAN

0 40' 80' 160'

N

NOTES:

1. CONTRACTOR SHALL BE ALLOWED TO

UTILIZE 1/2 OF THEHANGAR BAY FOR

CONSTRUCTION STAGING AND LAY

DOWN PER CORRESPONDING PHASE.

ANY DAMAGE OCCURING DURING LAY

DOWN SHALL BE REPAIRED BY THE

CONTRACTOR.

2. RE-STRIPING OF THE HANGAR BAY

FLOORS, FIRE SEALING OF THE WALL

PENETRATIONS, REPAINTING THE

HANGAR BAY WALLS AND ALL OTHER

WORK CONCERNING THE HANGAR BAY

SHALL OCCUR ON 1/2 OF EACH

SECTION OF HANGAR BAY DURING THE

PHASE INDICATED.

3. PHASES INDICATED ARE FOR

GRAPHICAL PURPOSES ONLY, THE FAA

RESERVES THE RIGHT TO SPECIFY

WHICH HALF OF THE HANGAR SHALL

RECEIVE WORK FIRST AND SECOND.

CONTRACTOR SHALL CONFIRM WITH

THE FAA BEFORE STARTING WORK.

4. INDICATED PHASES INCLUDE 1/2 OF

THE HANGAR BAY AND CLEAN ACCESS

TO ALL ASSOCIATED FLOORS THEREIN.

No. Date Description Issued by Issued

APPLICABLE CODES AND STANDARDS

• IBC 2015 - INTERNATIONAL BUILDING CODE, 2015

• IFC 2015 - INTERNATIONAL FIRE CODE, 2015

• IMC 2015 – INTERNATIONAL MECHANICAL CODE, 2015

• IEBC 2015 – INTERNATIONAL EXISTING BUILDING CODE, 2015

• NFPA 13 – STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS – 2022 EDITION

• NFPA 70 – NATIONAL ELECTRICAL CODE – 2020 EDITION

• NFPA 72 – NATIONAL FIRE ALARM AND SIGNALING CODE – 2022 EDITION

• NFPA 101 – LIFE SAFETY CODE – 2021 EDITION

CLASSIFICATION OF WORK

SCOPE OF WORK TO INCLUDE THE RENOVATION OF RESTROOMS, REPLACEMENT OF LIGHTING FIXTURES, REPLACEMENT OF EXIT SIGNS, AND HVAC UPGRADES THROUGHOUT THE FACILITY. THE WORK SHALL COMPLY WITH THE REQUIREMENTS FOR A LEVEL 2 ALTERATION (IEBC §504.1). ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS AND SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE IBC (IEBC §801.3).

OCCUPANCY CLASSIFICATION

THE BUILDING IS A NON-SEPARATED MIXED USE OF:

• BUSINESS, GROUP B [IBC §304.1]

• MODERATE-HAZARD STORAGE, GROUP S-1 [IBC §311.2]

• MODERATE-HAZARD FACTORY INDUSTRIAL, GROUP F-1 [IBC §306.2]

CONSTRUCTION TYPE

THE BUILDING IS TYPE IIB (NON-FIRE-RESISTANCE RATED, NON-COMBUSTIBLE CONSTRUCTION) [IBC §602.2].

FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS OF TYPE IIB CONSTRUCTION [IBC TABLES 601 AND 602]:

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0-HR

BEARING WALLS

EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE >30 FT 0-HR

INTERIOR WALLS 0-HR

NONBEARING WALLS

EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE >30 FT 0-HR

INTERIOR WALLS 0-HR

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0-HR

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0-HR

BUILDING SEPARATION

THE BUILDING HAS A FIRE SEPARATION DISTANCE OF AT LEAST 30 FT ON ALL SIDES OF THE BUILDING.

FRONTAGE CALCULATION, IF:

PERIMETER: 862 FT; FRONTAGE WITH FSD OF 30 FT OR MORE: 1,117 FT

IF = [(F/P) -0.25](W/30) = [(1,117 FT/1,117 FT) -0.25](30 FT/30 FT) = 0.75 = 75%

MAXIMUM ALLOWABLE AREA AND HEIGHT

BASED ON NONSEPARATED MIXED USE OF S-1, F-1 AND B IBC §508.3

MAX STORIES: 3 ALLOWED / 3 ACTUAL IBC TABLE 504.4

MAX FEET: 75 FT ALLOWED / 71 FT ACTUAL IBC TABLE 504.3

OCCUPANCY BASE AREA (SQ. FT.) FRONTAGE INCREASE ( SQ. FT.) ALLOWABLE AREA PER FLOOR

(SQ. FT.)

S-1 52,500 17,500 X 75% = 13,125 65,625 F-1 46,500 15,500 X 75% = 11,625 58,125 B 69,000 23,000 X 75% = 17,250 86,250

ACTUAL FIRST FLOOR AREA: 79,099 SQ. FT.

ACTUAL SECOND FLOOR AREA: 27,574 SQ. FT.

ACTUAL THIRD FLOOR AREA: 27,557 SQ. FT.

TOTAL BUILDING AREA IS 134,230 SQ. FT.

CURRENT AREA ALLOWANCES ARE EXCEEDED PER OCCUPANCY, THIS INFORMATION IS PROVIDED FOR

REFERENCE ONLY, LEVEL 2 ALTERATION DOES NOT REQUIRE THIS TO BE UPGRADED TO BE COMPLIANT WITH

NEW CODES.

FIRE-RESISTANCE RATED SEPARATIONS

ITEM SEPARATION REQUIRED REFERENCE

INTERIOR EXIT STAIR 1-HR FIRE BARRIER IBC §1023.2

EXTERIOR EXIT STAIRS 1-HR FIRE BARRIER* IBC §1027.6, IBC §1023.2

HANGAR BAY TO SUPPORT SPACES 1-HR FIRE BARRIER

*EXTERIOR OR OUTSIDE STAIRS ARE PERMITTED TO BE UNPROTECTED FOR EXISTING OUTSIDE STAIRS SERVING THREE OR FEWER ADJACENT STORIES, INCLUDING THE STORY WHERE THE EXIT DISCHARGES, WHERE THERE IS

A REMOTELY LOCATED SECOND EXIT PER NFPA 101 §7.2.2.6.3.1(3).

THE SUPPORTING CONSTRUCTION FOR A FIRE BARRIER SHALL BE PROTECTED TO AFFORD THE REQUIRED FIRE-

RESISTANCE RATING OF THE FIRE BARRIER SUPPORTED [IBC §707.5.1].

OPENING PROTECTION

TYPE OF ASSEMBLY FIRE DOOR FIRE DAMPER SMOKE DAMPER

AND RATING ASSEMBLY RATING RATING RATING REFERENCES

1 HR FIRE BARRIER 1 HR 1.5 HR CLASS I OR CLASS II IBC TABLE 716.5, IBC §

717.5.2

PENETRATIONS

THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM, INSTALLED AS TESTED, IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER AND AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF ASSEMBLY

PENETRATED [IBC §714.4.1.2].

EXISTING PENETRATIONS BETWEEN HANGAR BAY AND SUPPORT AREA TO BE FIRESTOPPED AS DESCRIBED ABOVE.

INTERIOR FINISHES

INTERIOR WALL AND CEILING FINISH MATERIALS ARE CLASSIFIED FOR FLAME SPREAD AND SMOKE DEVELOPMENT IN ACCORDANCE WITH ASTM E84 OR ANSI/UL 723 [IBC §803.1.1]. MATERIALS ARE CLASSIFIED AS FOLLOWS IN

ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPMENT INDEX:

• CLASS A INTERIOR WALL AND CEILING FINISH IS CHARACTERIZED BY THE FOLLOWING: FLAME SPREAD INDEX, 0-25; SMOKE DEVELOPED INDEX, 0-450

• CLASS B INTERIOR WALL AND CEILING FINISH IS CHARACTERIZED BY THE FOLLOWING: FLAME SPREAD INDEX, 26-75; SMOKE DEVELOPED INDEX, 0-450

• CLASS C INTERIOR WALL AND CEILING FINISH IS CHARACTERIZED BY THE FOLLOWING: FLAME SPREAD INDEX, 76-200; SMOKE DEVELOPED INDEX, 0-450

THE REQUIRED INTERIOR WALL AND CEILING FINISH IS AS FOLLOWS [IBC TABLE 803.13]:

INTERIOR WALL AND CEILING FINISH IN EXITS CLASS A

INTERIOR WALL AND CEILING FINISH IN EXIT ACCESS CLASS B

INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS CLASS A, B OR C

INTERIOR FLOOR FINISHES SHALL BE CLASSIFIED FOR CRITICAL RADIANT FLUX IN ACCORDANCE WITH NFPA 253 OR

ASTM E648 [IBC §804.2]. MATERIALS ARE CLASSIFIED AS FOLLOWS:

• CLASS I INTERIOR FLOOR FINISH SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.45 W/CM2

• CLASS II INTERIOR FLOOR FINISH SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.22 W/CM2, BUT

LESS THAN 0.45 W/CM2

GROUP B, S AND F OCCUPANCIES REQUIRE CLASS II INTERIOR FLOOR FINISHES [IBC §804.4.2].

WATER SUPPLY

HANGAR 9 SUPPLIED BY FIRE PUMP.

FIRE SUPPRESSION

THE BUILDING IS EQUIPPED WITH AN EXISTING WET SPRINKLER SYSTEM. EXTENT OF WORK FOR THIS ALTERATION WILL ONLY INVOLVE THE MODIFICATION AND ADDITION OF SPRINKLERS TO ACCOMODATE ANY NEW ROOM OR AREA

CONFIGURATIONS. REFER TO FX SERIES SHEETS.

STANDPIPE SYSTEM

THE BUILDING IS EQUIPPED WITH AN EXISTING STANDPIPE SYSTEM. NO WORK WILL INVOLVE THE EXISTING

STANDPIPE SYSTEM IN THIS ALTERATION.

FIRE ALARM

THE BUILDING IS EQUIPPED WITH AN EXISTING FIRE ALARM SYSTEM. EXTENT OF WORK FOR THIS ALTERATION WILL ONLY INVOLVE THE MODIFICATION AND ADDITION OF NOTIFICATION DEVICES TO ACCOMODATE ANY NEW ROOM OR

AREA CONFIGURATIONS. REFER TO THE FA SERIES SHEETS.

PORTABLE FIRE EXTINGUISHERS

EXISTING FIRE EXTINGUISHERS ARE PROVIDED THROUGHOUT THE FACILITY AND MEET COVERAGE AND DISTANCE

REQUIREMENTS.

MEANS OF EGRESS

GENERAL

THE MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF IEBC, EXCEPT WHERE THE WORK AREA AND

THE MEANS OF EGRESS SERVING IT COMPLIES WITH NFPA 101 (IEBC §805.2).

THE PATH OF EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL NOT BE INTERRUPTED BY A BUILDING ELEMENT OTHER THAN A MEANS OF EGRESS COMPONENT AS SPECIFIED IN THE FBC. OBSTRUCTIONS SHALL NOT BE PLACED IN THE MINIMUM WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS COMPONENT EXCEPT PROJECTIONS PERMITTED BY THE FBC. THE MINIMUM WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS SYSTEM SHALL NOT

BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL. [IBC §1003.6]

OCCUPANT LOAD

THE OCCUPANCY LOADS ARE DETERMINED BASED ON THE AREA, FUNCTION OF THE SPACE, AND THE OCCUPANT LOAD FACTOR (SQ. FT. /PERSON). THE OCCUPANT LOAD FACTORS ARE PROVIDED IN FBC TABLE 1004.5. THE OCCUPANT LOAD FACTOR IS BASED ON THE ACTUAL USE OF THE SPACE, NOT ON ITS OCCUPANCY CLASSIFICATION.

OCCUPANT LOAD CALCULATIONS ARE PROVIDED ON THE GI SERIES LIFE SAFETY PLANS FOR CONFIRMATION OF

REQUIRED NUMBER OF EXITS.

TRAVEL DISTANCE, COMMON PATH AND DEAD END LIMITS

EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY ALONG THE NATURAL AND UNOBSTRUCTED PATH OF HORIZONTAL AND VERTICAL EGRESS TRAVEL TO THE ENTRANCE TO AN EXIT [IBC § 1017.3]. TRAVEL DISTANCES SHOWN ON GI SERIES SHEETS FOR CONFIRMATION OF COMPLIANCE WITH

ALTERATIONS TO RESTROOMS.

TRAVEL DISTANCE LIMIT: IBC TABLE 1017.2 & NFPA 101 TABLE A.7.6

B OCCUPANCY: 300 FEET

F-1 OCCUPANCY: 250 FEET

S-1 OCCUPANCY: 250 FEET

COMMON PATH LIMIT: IBC TABLE 1006.2.1 & NFPA 101 TABLE A.7.6

B OCCUPANCY: 100 FEET

F-1 OCCUPANCY: 100 FEET

S-1 OCCUPANCY: 100 FEET

DEAD-END LIMIT: IBC §1020.4 & NFPA 101 TABLE A.7.6

B OCCUPANCY: 50 FEET

F-1 OCCUPANCY: 50 FEET

S-1 OCCUPANCY: 50 FEET

MEANS OF EGRESS REQUIREMENTS CONTINUED

NUMBER AND ARRANGEMENT OF EXITS/EXIT ACCESS

THE NUMBER OF EXIT OR EXIT ACCESS DOORWAYS REQUIRED IS AS FOLLOWS:

• A SINGLE MEANS OF EGRESS IS PERMITTED FROM A F-1 OCCUPANCY IF THE AREA HAS A CALCULATED OCCUPANT

LOAD OF 49 OR LESS AND A MAXIMUM TRAVEL DISTANCE OF 75 FT [IBC TABLE 1006.2.1].

• A SINGLE MEANS OF EGRESS IS PERMITTED FROM A B OCCUPANCY IF THE AREA HAS A CALCULATED OCCUPANT

LOAD OF 49 OR LESS AND A MAXIMUM TRAVEL DISTANCE OF 75 FT IS SERVING AN OCCUPANT LOAD MORE THAN 30 PEOPLE AND 100 FT IF SERVING AN OCCUPANT LOAD OF 30 PEOPLE OR LESS [IBC TABLE 1006.2.1].

• TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM EACH AREA WITH AN OCCUPANT LOAD OF 500 OR

LESS [IBC §1006.2.1].

THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES SHALL BE NO LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA

TO BE SERVED, IN FULLY SPRINKLERED BUILDINGS [IBC §1007.1.1(2)].

EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH THE FOLLOWING [IBC §1016.2]:

• EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE NOT A GROUP H OCCUPANCY AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL TO AN EXIT.

• EXCEPTION: MEANS OF EGRESS ARE NOT PROHIBITED THROUGH ADJOINING OR INTERVENING ROOMS OR

SPACES IN A GROUP F OCCUPANCY WHERE THE ADJOINING OR INTERVENING ROOMS OR SPACES ARE THE

SAME OR A LESSER HAZARD OCCUPANCY GROUP.

• AN EXIT ACCESS SHALL NOT PASS THROUGH A ROOM THAT CAN BE LOCKED TO PREVENT EGRESS.

• EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR

PURPOSES.

ANY DOOR, PASSAGE, OR STAIRWAY THAT IS NEITHER AN EXIT NOR A WAY OF EXIT ACCESS AND THAT IS LOCATED OR ARRANGED SO THAT IT IS LIKELY TO BE MISTAKEN FOR AN EXIT SHALL BE IDENTIFIED BY A SIGN THAT READS “NO EXIT”. [FFPC:NFPA 101 §7.10.8.3.1] THE NO EXIT SIGN SHALL HAVE THE WORD “NO” IN LETTERS 2 INCH HIGH, WITH A STROKE WIDTH OF 3∕8 INCH, AND THE WORD “EXIT” IN LETTERS 1 INCH HIGH, WITH THE WORD “EXIT” BELOW THE

WORD “NO”. [NFPA 101 §7.10.8.3.2]

MEANS OF EGRESS COMPONENTS AND CLEAR WIDTH

MEANS OF EGRESS DOORS SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION AND FINISHES SUCH THAT THE DOORS ARE EASILY RECOGNIZABLE AS DOORS. MIRRORS OR SIMILAR REFLECTING MATERIALS SHALL NOT BE USED ON MEANS OF EGRESS DOORS. MEANS OF EGRESS DOORS SHALL NOT BE

CONCEALED BY CURTAINS, DRAPES, DECORATIONS, OR SIMILAR MATERIALS. [IBC §1010.1]

THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.

WHERE A DOOR OPENING INCLUDES TWO DOOR LEAVES WITHOUT A MULLION, ONE LEAF SHALL PROVIDE A CLEAR OPENING WIDTH OF 32 INCHES. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48 INCHES NOMINAL.

THE HEIGHT OF DOOR OPENINGS SHALL BE NOT LESS THAN 80 INCHES. [IBC §1010.1.1]

THERE SHALL NOT BE PROJECTIONS INTO THE REQUIRED CLEAR WIDTH OF A DOOR OPENING LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. DOOR CLOSERS AND DOORSTOPS SHALL

BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FLOOR. [IBC §1010.1.1.1]

EGRESS DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED SWINGING TYPE AND SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS, AN EXIT ENCLOSURES OR A GROUP H OCCUPANCY/ HIGH-HAZARD CONTENTS AREA [IBC §1010.1.2].

EXIT CAPACITY

THE EGRESS/EXIT CAPACITY FOR AN EXIT IS DETERMINED BY DIVIDING THE CLEAR WIDTH OF THE EXIT COMPONENT

BY THE EGRESS CAPACITY FACTOR.

EGRESS CAPACITY FACTORS: IBC §1005.3.1

STAIRWAYS: 0.3 INCHES PER OCCUPANT SERVED

LEVEL COMPONENTS & RAMPS: 0.2 INCHES PER OCCUPANT SERVED

EXIT CAPACITY CALCULATIONS ARE SHOWN ON THE LIFE SAFETY PLANS.

MEANS OF EGRESS ILLUMINATION

ILLUMINATION OF MEANS OF EGRESS PROVIDED IN ACCORDANCE WITH IBC §1008.2 [IBC §1008.1]. ILLUMINATION PROVIDED OUTSIDE THE BUILDING SHOULD BE TO EITHER A PUBLIC WAY OR A DISTANCE AWAY FROM THE BUILDING

THAT IS CONSIDERED SAFE, WHICHEVER IS CLOSEST TO THE BUILDING BEING EVACUATED.

FLOORS AND OTHER WALKING SURFACES WITHIN AN EXIT OR WITHIN PORTIONS OF THE EXIT ACCESS AND EXIT DISCHARGE ARE PROVIDED WITH A MINIMUM ILLUMINATION OF 1 FOOT-CANDLE (FTC; 10.8 LUX) MEASURED AT THE

FLOOR [IBC §1008.2.1].

EMERGENCY LIGHTING

EMERGENCY LIGHTING PROVIDED FOR MEANS OF EGRESS IN ACCORDANCE WITH THE IBC.

EMERGENCY ILLUMINATION IS PROVIDED FOR A MINIMUM OF 1.5 HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING [IBC §1008.3.4]. EMERGENCY LIGHTING FACILITIES ARE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NO LESS THAN AN AVERAGE OF 1 FTC (10.8 LUX) AND, AT ANY POINT, NO LESS THAN 0.1 FTC (1.1 LUX), MEASURED

ALONG THE PATH OF EGRESS AT FLOOR LEVEL [IBC §1008.3.5].

MEANS OF EGRESS REQUIREMENTS CONTINUED

MARKING OF MEANS OF EGRESS

MARKING OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH THE IBC. EXIT SIGNS INDICATING THE DIRECTION OF EGRESS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 101 AND FBC §1013. EXIT SIGNS WILL BE PLACED AT ALL EXIT DOORS [IBC §1013.1]. HORIZONTAL COMPONENTS OF THE EGRESS PATH ARE MARKED BY APPROVED EXIT OR DIRECTIONAL EXIT SIGNS WHERE THE CONTINUATION OF THE EGRESS PATH IS NOT OBVIOUS [IBC §1013.1]. EXIT SIGNS ARE PLACED SO THAT NO POINT IN AN EXIT ACCESS CORRIDOR EXCEEDS THE RATED VIEWING DISTANCE OR 100 FT, WHICHEVER IS LESS, FROM THE NEAREST SIGN [IBC §1013.1].

THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES (54 LUX) AND SHALL HAVE A CONTRAST RATIO OF NOT LESS THAN 0.5 [IBC § 1013.6.2].

EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL

BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT

EQUIPMENT OR AN ON-SITE GENERATOR [IBC §1013.6.3].

Drawing No. AMP - 400 -lead or pm designed drawn approved by

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.

ISSUED BY

OFFICE OF

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