Attachment 3a-MMAC-BMB Type B-Final IFC Drawings-VOLUME 1_R1 pages 1thru25.pdf

Owner Architect

Set Number _________

RENOVATION OF BMB-15

(BASE MAINTENANCE BUILDING)

FEDERAL AVIATION ADMINISTRATION

6125 SW 68TH ST, OKLAHOMA CITY, OK

VOLUME 1 OF 2

FEDERAL AVIATION

ADMINISTRATION

A&E DIVISION, AMP-400

(405) 954-7552

LWPB ARCHITECTURE

5909 NW EXPRESSWAY, STE 600

OKLAHOMA CITY, OK 73132

(405) 722-7270 Job Number: 16-1335-G230E

Date: 12/20/19

MEP ENGINEER

CIVIL ENGINEER

BURNS & MCDONNELL

615 N HUDSON, STE 200

OKLAHOMA CITY, OK 73102

(405) 200-0306

KFC ENGINEERING

525 CENTRAL PARK DRIVE, STE 202

OKLAHOMA CITY, OK 73105

(405) 528-4596

MACARTHUR ASSOCIATED CONSULTANTS

25 NW 146TH ST

EDMOND, OK 73013

(405) 848-2471

STRUCTURAL ENGINEER

12/20/19

MATERIALS LEGEND SYMBOLS LEGEND ABBREVIATIONS

COMPLETE LISTING OF MATERIALS ON THE JOB.

STANDARD AND ARE NOT INTENDED AS A

NOTE: ABOVE MATERIAL INDICATIONS ARE

( DISCONTINUOUS MEMBER )

( CONTINUOUS MEMBER )

MISCELLANEOUS METAL

RIGID INSULATION BOARD

EARTH FILL

BATT INSULATION

ALUMINUM

FINISH WOOD

WOOD BLOCKING

WOOD FRAMING

INSULATED PANEL

PLYWOOD

LARGER SCALE DETAIL MARK

WALL SECTION CUT MARK

BUILDING SECTION CUT MARK

STRUCTURAL GRID COORDINATES

DOOR NUMBER

SQUARE CONCRETE COLUMN

WIDE FLANGE STEEL COLUMN

SQUARE STEEL COLUMN

ROUND STEEL COLUMN

FRAME PARTITION ( METAL STUD )

CONCRETE BLOCK

FOR PLANS AND DETAILS

GYPSUM BOARD

CONCRETE

FACE BRICK

EXISTING BUILDING TO BE MODIFIED

EXISTING BUILDING TO BE REMOVED

EXISTING BUILDING TO REMAIN

BENCHMARK / SPOT ELEVATION

FINISH GRADE CONTOUR

EXISTING TREE TO BE PROTECTED

EXISTING GRADE CONTOUR

EXISTING TREE TO BE REMOVED

PROPERTY LINE

PAVING ( CONCRETE )

PAVING ( ASPHALT )

CONCRETE WALK

TEST HOLE

NEW BUILDING

FENCE X X

15' OAK

18' ELM

EXISTING SPOT ELEVATION

FINISH SPOT ELEVATION

100.25

X

FRAME ELEVATION

PARTITION TYPE

ROOM NAME AND NUMBER

INTERIOR

ELEVATION REF.

1 SIM

A102 A103

DETAIL SECTION CUT MARK

Room name

1t

NORTH ARROW SYMBOLS

PLAN

NORTH

TRUE

NORTH

FOR DETAILS

SHEET WHERE

ELEV IS DRAWN

ELEV INDICATED

A5.1

EXTERIOR

ELEVATION REF.SHEET WHERE

ELEV IS DRAWN

ELEV INDICATED

A5.1

REF. CASEWORK

SECTION SHEETS

CASEWORK

SECTION

IDENTIFICATION

NUMBER512

1i

AB ABOVE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

APPROX, APP APPROXIMATELY

ATFP, AT/FP ANTI-TERRORISM/FORCE PROTECTION

AWC ACOUSTICAL WALL COVERING

BLDG BUILDING

BM BENCH MARK

BRG BEARING

BTM BOTTOM

C CENTERLINE

CJ CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DWR DRAWER

EJ, EXP JT EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXIST, EXSTG EXISTING

EXT, EXTR EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF, FIN FLR FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIO FOR INFORMATION ONLY

F FLOW LINE

GA GAUGE

GI GALVANIZED IRON

GWB, GYP BD GYPSUM BOARD

HC, HDCP HANDICAPPED (ACCESSIBLE)

HD HEAD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

INSUL INSULATION

INT, INTR INTERIOR

JST JOIST

JT JOINT

LAM LAMINATE

LAV LAVATORY

LP LIGHT POLE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MFR, MFG MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

PL PLATE

PLYWD PLYWOOD

R RADIUS OR RISER

RE:, REF REFER

REINF REINFORCING / REINFORCED

REQD REQUIRED

RI ROUGH IN

RM ROOM

RO ROUGH OPENING

SB SMART BOARD

SC SOLID CORE

SCHED SCHEDULE / SCHEDULED

SIM SIMILAR

SJ SCORED JOINT

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STL STEEL

STRUCT STRUCTURAL

T TREAD

TB TACK BOARD

TOC TOP OF CURB

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WC WATER CLOSET

WD WOOD

L

L

SHEET WHERE DETAIL IS

DRAWN

DETAIL INDICATED

SHEET WHERE DETAIL

IS FIRST REFERENCED

EXISTING WALL

GYPSUM SHEATHING

SIM

A102A108

SIM

A102A108

SIM

A102A108

SIM

A102A108

NOTE: ADDITIONAL SYMBOLS/ABBREVIATIONS NOT SHOWN OR DEFINED WITHIN THIS SHEET MAY OCCUR AND ARE DEFINED ON OTHER DRAWINGS.

-/--- SHEET WHERE

VIEW IS DRAWN

VIEW INDICATED

3-DIMENSIONAL

ISOMETRIC VIEW REF.

3-DIMENSIONAL CAMERA/

PERSPECTIVE VIEW REF.

GENERAL

DIRECTION OF

VIEW

SHEET WHERE

VIEW IS DRAWN

VIEW INDICATED

GENERAL

DIRECTION OF

VIEW

3-DIMENSIONAL

ISOMETRIC NORTH

ARROW SYMBOL

PLAN

NORTH

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT SCALE:

DRAWING NO. AMP-400-E-

OF

LO

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PL

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LW

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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL OF ALL

DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

REVIEWED BY:

APPROVED BY:

TITLE: CHIEF, DESIGN BRANCH

TITLE: CHIEF, ENGR & CONST DIV. DATE: 382

A

B

C

D

E

F

G

A

B

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F

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY

MANAGEMENT

AMP-400

PROJECT MANAGER:

WORK REQUEST NO:

BASE MAINTENANCE BUILDING

PLOT DATE:

12/20/19

12" = 1'-0"

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12/20/2019 3:26:40 PM

RENOVATION OF BMB-15

(BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

VOLUME 1 DRAWING INDEX,

SYMBOLS AND ABBREVIATIONS

G-001BW

BW

2014-004363

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5-

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12/20/19

MONTE THURMAN,

AMP-400

2014-004363

MONTE THURMAN,

AMP-400

DRAWING INDEX - VOLUME 1

NUM NAME

STRUCTURAL

S-100 GENERAL NOTES

S-101 GENERAL NOTES

S-102 TYPICAL CONCRETE DETAILS

S-103 TYPICAL CONCRETE DETAILS

S-104 TYPICAL STEEL DETAILS

S-105 SPECIAL INSPECTIONS

S-200 FOUNDATION PLAN - OVERALL

S-201 FOUNDATION PLAN - AREA A

S-202 FOUNDATION PLAN - AREA B

S-203 FOUNDATION PLAN - AREA C

S-204 FOUNDATION PLAN - AREA D

S-300 FRAMING PLAN - OVERALL

S-301 FRAMING PLAN - AREA A

S-302 FRAMING PLAN - AREA B

S-303 FRAMING PLAN - AREA C

S-304 FRAMING PLAN - AREA D

S-310 SHELTER ROOF FRAMING PLAN

S-401 FRAMING ELEVATIONS AND DETAILS

S-402 FRAMING ELEVATIONS AND DETAILS

S-403 FRAMING ELEVATIONS AND DETAILS

S-410 CANOPY DETAILS

S-501 FOUNDATION DETAILS

S-601 FRAMING SECTIONS

S-602 FRAMING SECTIONS

S-603 FRAMING SECTIONS

DRAWING INDEX - VOLUME 1

NUM NAME

A-220 FLOOR PLAN - OVERALL - PHASE 2

A-221 FLOOR PLAN - AREA A - PHASE 2

A-222 FLOOR PLAN - AREA B - PHASE 2

A-300 CEILING PLAN - BASEMENT - PHASE 1

A-310 CEILING PLAN - OVERALL - PHASE 1A

A-313 CEILING PLAN - AREA C - PHASE 1A

A-314 CEILING PLAN - AREA D - PHASE 1A

A-315 CEILING PLAN - OVERALL - PHASE 1B

A-317 CEILING PLAN - AREA B - PHASE 1B

A-318 CEILING PLAN - AREA C - PHASE 1B

A-320 CEILING PLAN - OVERALL - PHASE 2

A-321 CEILING PLAN - AREA A - PHASE 2

A-322 CEILING PLAN - AREA B - PHASE 2

A-340 ENLARGED CEILING PLANS

A-410 ROOF PLAN - OVERALL - PHASE 1

A-420 ROOF PLAN - OVERALL - PHASE 2

A-440 TYPICAL ROOF DETAILS

A-510 ELEVATIONS - OVERALL - PHASE 1

A-511 ENLARGED BUILDING ELEVATIONS - PHASE 1

A-520 ELEVATIONS - OVERALL - PHASE 2

A-521 ENLARGED BUILDING ELEVATIONS - PHASE 2

A-522 ENLARGED BUILDING ELEVATIONS - PHASE 2

AE101 DOOR SCHEDULE

AE102 DOOR DETAILS

AE201 DOOR & FRAME ELEVATIONS

AE202 FRAME ELEVATIONS

AE203 FRAME ELEVATIONS

AE601 INTERIOR PARTITION TYPES

AE602 INTERIOR PARTITION TYPES

AE611 WALL SECTIONS

AE612 WALL SECTIONS

AE613 WALL SECTIONS

AE614 WALL SECTIONS

AE615 WALL SECTIONS

AE616 WALL SECTIONS

AE617 WALL SECTIONS

AE618 WALL SECTIONS

AE701 ENLARGED PLANS & ELEVATIONS (PHASE 1)

AE702 ENLARGED PLANS & ELEVATIONS (PHASE 1)

AE703 ENLARGED PLANS & ELEVATIONS (PHASE 2)

AE704 INTERIOR ELEVATIONS (PHASE 2)

AE705 INTERIOR ELEVATIONS (PHASE 2)

AE706 INTERIOR ELEVATIONS (PHASE 2)

AE707 INTERIOR MILLWORK AND DETAILS

AE708 INTERIOR MILLWORK AND DETAILS

AE709 INTERIOR MILLWORK AND DETAILS

AE801 PLAN DETAILS

AE802 PLAN DETAILS

AE803 PLAN DETAILS

AE804 PLAN DETAILS

AE901 VERTICAL DETAILS

AE902 VERTICAL DETAILS

AE903 VERTICAL DETAILS

AE930 CEILING DETAILS

AE931 CEILING DETAILS

AF112 INTERIOR FINISHES & SPECIALTIES - AREA B (PHASE 1)

AF113 INTERIOR FINISHES & SPECIALTIES - AREA C (PHASE 1)

AF121 INTERIOR FINISHES & SPECIALTIES - AREA A (PHASE 2)

AF122 INTERIOR FINISHES & SPECIALTIES - AREA B (PHASE 2)

AF600 INTERIOR FINISH LEGEND

AF601 INTERIOR FINISH LEGEND

AF602 INTERIOR FINISH SCHEDULES

AF603 INTERIOR FINISH SCHEDULES

AG112 SIGNAGE PLAN -AREA B (PHASE 1)

AG113 SIGNAGE PLAN -AREA C (PHASE 1)

AG121 SIGNAGE PLAN -AREA A (PHASE 2)

AG122 SIGNAGE PLAN -AREA B (PHASE 2)

AG601 SIGNAGE DETAILS

INTERIORS

IF112 FURNITURE PLAN - AREA B (PHASE 1)

IF113 FURNITURE PLAN - AREA C (PHASE 1)

IF121 FURNITURE PLAN - AREA A (PHASE 2)

IF122 FURNITURE PLAN - AREA B (PHASE 2)

DRAWING INDEX - VOLUME 1

NUM NAME

GENERAL

G-000 VOLUME 1 COVER SHEET

G-001 VOLUME 1 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS

G-002 GENERAL NOTES AND DIMENSIONING CONVENTIONS

G-003 MOUNTING HEIGHTS, LOCATIONS AND CONFIGURATIONS

G-004 ACCESSIBILITY REQUIREMENTS

G-100 LIFE SAFETY INFORMATION

G-101 LIFE SAFETY PLAN

G-102 LIFE SAFETY PLAN

G-103 LIFE SAFETY PLAN

G-104 LIFE SAFETY PLAN

G-105 LIFE SAFETY PLAN

G-201 TORNADO SHELTER REQUIREMENTS

G-301 AIR BARRIER PLAN

G-302 AIR BARRIER SECTIONS

GC101 EXISTING FUNCTIONAL LAYOUT

GC102 PHASE 1A (INTERIM FUNCTIONAL LAYOUT)

GC103 PHASE 1B (INTERIM FUNCTIONAL LAYOUT)

GC104 PHASE 2 (INTERIM FUNCTIONAL LAYOUT)

GC105 PHASE 2 (COMPLETE FUNCTIONAL LAYOUT)

CIVIL

C-001 GENERAL NOTES & CIVIL LEGEND

V-101 SURVEY DATA SHEET

CD101 DEMOLITION PLAN

C-101 OVERALL SITE LAYOUT PLAN

C-102 SITE LAYOUT PLAN

C-103 UTILITY LAYOUT PLAN

C-104 GRADING PLAN

C-105 JOINT LAYOUT SHEET

C-106 SANITARY SEWER PLAN & PROFILE

C-107 STORM WATER MANAGEMENT PLAN

C-108 EROSION CONTROL PLAN

C-501 PAVING JOINT DETAILS

C-502 TYPICAL PAVEMENT SECTIONS AND MISCELLANEOUS DETAILS

C-503 MISCELLANEOUS DETAILS II

C-504 MISCELLANEOUS DETAILS III

C-505 MISCELLANEOUS DETAILS IV

C-506 MISCELLANEOUS DETAILS V

C-507 EROSION CONTROL DETAILS

C-508 CONCRETE WASHOUT DETAIL

C-509 ADA CURB RAMP DETAILS

ARCHITECTURAL

AD100 ARCHITECTURAL DEMOLITION NOTES & EXSTG EQPMT SCHED

AD200 DEMOLITION FLOOR PLAN - BASEMENT - PHASE 1

AD210 DEMOLITION FLOOR PLAN - OVERALL - PHASE 1A

AD213 DEMOLITION FLOOR PLAN - AREA C - PHASE 1A

AD214 DEMOLITION FLOOR PLAN - AREA D - PHASE 1A

AD215 DEMOLITION FLOOR PLAN - OVERALL - PHASE 1B

AD217 DEMOLITION FLOOR PLAN - AREA B - PHASE 1B

AD218 DEMOLITION FLOOR PLAN - AREA C - PHASE 1B

AD220 DEMOLITION FLOOR PLAN - OVERALL - PHASE 2

AD221 DEMOLITION FLOOR PLAN - AREA A - PHASE 2

AD222 DEMOLITION FLOOR PLAN - AREA B - PHASE 2

AD300 DEMOLITION CEILING PLAN - BASEMENT - PHASE 1

AD310 DEMOLITION CEILING PLAN - OVERALL - PHASE 1A

AD313 DEMOLITION CEILING PLAN - AREA C - PHASE 1A

AD314 DEMOLITION CEILING PLAN - AREA D - PHASE 1A

AD315 DEMOLITION CEILING PLAN - OVERALL - PHASE 1B

AD317 DEMOLITION CEILING PLAN - AREA B - PHASE 1B

AD318 DEMOLITION CEILING PLAN - AREA C - PHASE 1B

AD320 DEMOLITION CEILING PLAN - OVERALL - PHASE 2

AD321 DEMOLITION CEILING PLAN - AREA A - PHASE 2

AD322 DEMOLITION CEILING PLAN - AREA B - PHASE 2

AD410 DEMOLITION ROOF PLAN - OVERALL - PHASE 1

AD420 DEMOLITION ROOF PLAN - OVERALL - PHASE 2

AD510 DEMOLITION ELEVATIONS - OVERALL - PHASE 1

AD520 DEMOLITION ELEVATIONS - OVERALL - PHASE 2

A-100 ARCHITECTURAL SITE PLAN

A-101 ARCHITECTURAL SITE DETAILS - BASE BID

A-102 ARCHITECTURAL SITE DETAILS - OPT. NO. 1 NORTH CANOPY

A-103 ARCHITECTURAL SITE DETAILS - OPT. NO. 2 WEST CANOPY, ETC.

A-104 ARCHITECTURAL SITE DETAILS

A-200 FLOOR PLAN - BASEMENT - PHASE 1

A-210 FLOOR PLAN - OVERALL - PHASE 1A

A-213 FLOOR PLAN - AREA C - PHASE 1A

A-214 FLOOR PLAN - AREA D - PHASE 1A

A-215 FLOOR PLAN - OVERALL - PHASE 1B

A-217 FLOOR PLAN - AREA B - PHASE 1B

A-218 FLOOR PLAN - AREA C - PHASE 1B

SYMBOL DESCRIPTION DATE APPR

1. ORIGINAL TOPOGRAPHIC SURVEY BY TERRACON AND PROVIDED TO ARCHITECT.

2. AN ATTEMPT HAS BEEN MADE TO LOCATE AND SHOW ON THE DRAWINGS EXISTING

UNDERGROUND UTILITIES AND OTHER EXISTING SITE CONDITIONS, HOWEVER, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE AND VERIFYING ALL

EXISTING UTILITIES AND CONDITIONS AT THE SITE PRIOR TO THE START OF

CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR

CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

3. COMPREHENSIVE INSPECTIONS AND SURVEYS HAVE BEEN PERFORMED TO IDENTIFY

ASBESTOS CONTAINING MATERIAL (ACM) IN THIS BUILDING, AND THE FAA WILL PERFORM A

THOROUGH PRE-BID INSPECTION OF THE AREAS THAT WILL BE IMPACTED BY THIS

PROJECT. THE FAA WILL SECURE AN ABATEMENT CONTRACTOR VIA MMAC CONTRACTING

FOR ALL KNOWN AND YET TO BE IDENTIFIED ACM. FOR THE MOST PART, ABATEMENT WILL

BE COORDINATED WITH THE CONSTRUCTION CONTRACTOR’S WORK SCHEDULE AND

COMPLETED PRIOR TO THE CONSTRUCTION CONTRACTOR’S MOBILIZATION.

NEVERTHELESS ACM MAY STILL BE ENCOUNTERED DURING DEMOLITION/RENOVATION

ACTIVITIES. IF ACM IS ENCOUNTERED OR SUSPECTED DURING CONSTRUCTION ACTIVITIES,

THE CONTRACTOR SHOULD STOP WORK IN THAT AREA AND CONTACT THE FAA PROJECT

MANAGER FOR FURTHER INSTRUCTION. IF SAMPLING IS PERFORMED AND THE RESULTS OF

THE ANALYSIS INDICATE THAT MITIGATION IS REQUIRED, THE FAA WILL PROCURE AN

ABATEMENT CONTRACTOR TO COMPLETE THIS TYPE OF WORK.

4. LEAD-BASED PAINT HAS BEEN IDENTIFIED IN THIS BUILDING. THE GENERAL CONTRACTOR

SHALL BE RESPONSIBLE FOR, AND SHALL INCLUDE IN THEIR PROPOSED BID, ALL COSTS

ASSOCIATED WITH ANY NECESSARY LEAD MITIGATION OR REMEDIATION PLANS, PERMITS,

ACTIONS AND ACTIVITIES.

5. HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO, ASBESTOS, MATERIALS

CONTAINING ASBESTOS (ACM), LEAD, POLYCHLORINATED BIPHENYL (PCB) OR OTHER

TOXIC SUBSTANCES SHALL NOT BE CONTAINED IN MATERIALS AND/OR PRODUCTS USED IN

THE CONSTRUCTION OF THIS PROJECT.

6. CONSTRUCTION STAGING AREA & VEHICLE ACCESS SHALL BE CONFIRMED WITH OWNER,

AND CONSTRUCTION MANAGER IF APPLICABLE, PRIOR TO CONSTRUCTION.

7. FINISH GRADE AT BUILDING PERIMETERS SHALL BE 6" BELOW FINISH FLOOR UNLESS

SPECIFICALLY NOTED OTHERWISE ON CIVIL DRAWINGS. DEVELOP POSITIVE DRAINAGE

AWAY FROM NEW AND/OR EXISTING BUILDING(S).

8. ALL AREAS OF THIS SITE, WHICH ARE NOT IN THE SCOPE OF THE PROJECT AND ARE

DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION.

9. ALL GRID LINES IDENTIFIED BY A LETTER OR NUMBER ARE PARALLEL UNLESS OTHERWISE

NOTED.

10. CONTRACTOR SHALL VERIFY ALL COLUMN COORDINATES AND CHECK THEM AGAINST

DIMENSIONS SHOW ON PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY DISCREPENCY

DURING STAKING.

11. SIZES OF HOUSEKEEPING PADS AND BASES FOR MECHANICAL EQUIPMENT ARE

APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATION AND REQUIRED SIZE OF ALL

CONCRETE PADS AND BASES WITH EQUIPMENT MANUFACTURERS BEFORE POURING. ALL

PADS TO BE PROVIDED BY THE CONTRACTOR.

12. ALL METAL STUDS WALLS WHERE PLUMBING OCCURS OR STRUCTURAL COLUMNS ARE

LOCATED SHALL BE MINIMUM 6" METAL STUDS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES OR CONFLICTS.

13. PROVIDE AND INSTALL ACCESS PANELS, WHERE REQUIRED BY BUILDING CODE OR FOR

THE PROPER OPERATION OF MECHANICAL OR ELECTRICAL EQUIPMENT, AND AS SHOWN

ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE SIZE, LOCATION, AND TYPE OF

ACCESS PANEL WITH OTHER CONTRACTORS' WORK AND RECEIVE APPROVAL OF THE

ARCHITECT. ACCESS PANEL SHALL BE AS SPECIFIED.

14. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0" HIGH SHALL BE PROVIDED AND

INSTALLED ON ALL WALLS OF TELEPHONE, COMMUNICATIONS, SYSTEMS AND ELECTRICAL

ROOMS AS REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE ON ELECTRICAL

DRAWINGS.

15. ALL WOOD WITHIN THIS PROJECT (I.E. PLYWOOD, BLOCKING, ETC.) SHALL BE FIRE-

RETARDANT TREATED.

16. FOR ILLUSTRATION AND DEFINITION OF TYPICAL SYMBOLS USED ON THE ARCHITECTURAL

DRAWINGS, SEE “SYMBOLS AND ABBREVIATIONS” SHEET. ADDITIONAL SYMBOLS NOT

SHOWN OR DEFINED THERE MAY OCCUR AND ARE DEFINED ON OTHER DRAWINGS.

17. DO NOT SCALE THE DRAWINGS.

18. REFER TO SPECIFICATIONS FOR ADDITIONAL PAINT ITEMS NOT SHOWN ON ROOM FINISH

SCHEDULE OR PLANS.

19. IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MORE

RESTRICTIVE AND/OR EXPENSIVE OF THE TWO SHALL TAKE PRECEDENCE. CONTRACTOR

SHALL NOTIFY THE ARCHITECT OF ANY CONFLICT BEFORE PROCEEDING WITH THE WORK.

20. THE SPECIFICATIONS AND ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE

ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY

OF THE CONSULTANTS' WORK AND TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE

ARCHITECT'S ATTENTION FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE

CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE ARCHITECT, HIS

CONSULTANTS, OR THE OWNER.

21. ALL ITEMS WITHIN THESE PROJECT DOCUMENTS ARE PART OF THE BASE BID UNLESS

OTHERWISE NOTED.

GENERAL NOTES:

22. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS

WHICH, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF

DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY

BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE

AND MAY REQUIRE REFERENCE TO DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL

SETS OF DRAWINGS SHALL NOT BE DISTRIBUTED AND UTILIZED BY THE

CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND

COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH

THE REQUIREMENTS OF THE CONTRACT BEFORE COMMENCING CONSTRUCTION AND

TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS

OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS.

23. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND

ELEVATIONS SHOW THE EXACT LOCATION OF MANY, BUT NOT ALL, EXPOSED PARTS

OF THE WORK. FOR TYPICAL DIMENSIONING CONVENTIONS, INCLUDING RULES FOR

LOCATING DOORS AND OTHER ITEMS WHICH HAVE NOT BEEN DIMENSIONED OR

LOCATED EXACTLY, APPLY THE RULES INDICATED BY THE "RULES AND

CONVENTIONS" SHEET TO DETERMINE THE EXACT LOCATION OF EACH EXPOSED

PART OF THE WORK..

24. THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED

APPEARANCE OF ALL EXPOSED ELEMENTS OF THE WORK, INCLUDING THAT WORK

WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.

LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE

NOTED ON THE ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE

PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL PARTS

OF THE WORK. [EXCEPTIONS: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF

OTHER DISCIPLINES SHALL GOVERN ONLY WHERE: (A) SPECIFICALLY AND

INDIVIDUALLY INDICATED BY SYMBOL, KEYED NOTE, OR NOTATION ON THE

ARCHITECTURAL DRAWINGS. (B) OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED

SPACE FOR WHICH ARCHITECTURAL SHEET OR SCHEDULE NOTES INDICATE THAT

DIMENSIONS PROVIDED ELSEWHERE SHALL GOVERN.]

25. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE

ITEMS WITHIN THE SPACE ABOVE THE CEILINGS (INCLUDING, BUT NOT LIMITED TO

STRUCTURAL MEMBERS AND SPRAY-ON INSULATION OR FIREPROOFING,

MECHANICAL DUCTS AND BATT INSULATION, CONDUITS, RACEWAY, SPRINKLER

SYSTEMS, LIGHT FIXTURES, CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL

SUPPORTS REQUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH

CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE DRAWINGS AND FINISH

SCHEDULE.

26. PROVIDE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2A WITHIN 75

FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING. PROVIDE PORTABLE

FIRE EXTINGUISHERS AS THE BUILDING IS CONSTRUCTED.

ARCHITECTURAL DIMENSIONING CONVENTIONS

1. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK

AT THE "APPROXIMATE LOCATION SHOWN," DO NOT SCALE

THE DRAWINGS FOR DIMENSIONAL INFORMATION.

2. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO

EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN (OR

MAY BE DERIVED FROM THOSE SHOWN OR NOTED) ONT HE

FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS,

SCHEDULES, CONFIGURATION DETAILS AND

SPECIFICATIONS. SEE THE NOTES BELOW AND "SYMBOLS

AND ABBREVIATIONS" SHEET FOR DIMENSIONING, GRAPHIC

AND OTHER TYPICAL CONVENTIONS USED ON THIS

PROJECT.

3. EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY,

ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL

DRAWINGS CONFORM TO THE FOLLOWING CONVENTIONS:

• FINISH FACES AT THE MOST NARROW OR CONSTRICTED

POINT OF SECTION WHERE DIMENSION IS SHOWN, WHEN

THE DIMENSION OCCURS ACROSS AN OPEN SPACE. IN

THIS CASE, A "FACE OF FINISH" DIMENSION IS

EQUIVALENT TO A "CLEAR" DIMENSION.

• FINISH FACES AT THE WIDEST OR MOST EXPANSIVE

POINTS OF THE SECTION THE DIMENSION IS SHOWN

WHEN THE DIMENSION OCCURS ACROSS AN OBJECT OR

GROUP OF OBJECTS.

• EDGE OF THE INDICATED CEILING AT THE FACE OF THE

ADJACENT APPLIED FINISH, MEASURED AT THE PLANE OF

THE CEILING.

• CAUTION: DUE TO THE POSSIBLE APPLICATION OF APPLIED

FINISHES (THE THICKNESS OF WHICH MAY VARY BETWEEN

FLOOR AND CEILING AND IS NOT ACCOUNTED FOR BY THE

DIMENSIONS SHOWN ON THE FLOOR PLANS, EXCEPT AS

INDICATED BY "FACE OF FINISH" OR "CLEAR"), THE

CONTRACTOR MUST ADJUST, AS NECESSARY, THE FLOOR

PLAN DIMENSIONS TO REFLECT THE ACTUAL DIMENSIONS

FOUND AT THE PLANE OF THE CEILING.

4. WHERE WALLS AND/OR PARTITIONS OF UNEQUAL

THICKNESS ABUT, ALIGN EXPOSED FACES, UNLESS

OTHERWISE NOTED.

5. WHERE DIMENSIONS ARE NOT PROVIDED ON FLOOR

PLANS TO LOCATE DOOR OPENINGS, APPLY THE

FOLLOWING RULES IN ORDER, TO DETERMINE THE

LOCATION OF DOOR OPENINGS:

• AT DOORS OCCURRING IN WALLS OF CONCRETE

OR CONCRETE MASONRY CONSTRUCTION, LOCATE

THE HINGE-SIDE OF THE DOOR FINISHED OPENING

10 INCHES FROM THE FACE (EXCLUSIVE OF

APPLIED FINISHES) OF THE CLOSEST

PERPENDICULAR WALL OR PARTITION ASSEMBLY.

MEASURED AT CLG PLANE

"EQUAL" DIM AT CEILING

MEASURED TO FACE OF PTN

TYP. DIM ON CEILING PLAN

4".

4".

ALIGN

10".

10".

A. GENERALLY, DIMENSIONS ARE MEASURED TO:

• STRUCTURAL OR DIMENSIONAL GRID LINES.

• CENTERLINE OF STUD (EXCLUSIVE OF GWB, AND

ANY APPLIED FINISHES HAVING THICKNESS WHICH

MAY BE ADDED TO SUCH WALLS) AT PARTITIONS

FRAMED WITH METAL STUDS. REFER TO

"PARTITION TYPES" SCHEDULE TO DETERMINE

THICKNESS OF EACH PARTITION TYPE.

• FACE OF CONCRETE OR MASONRY WALL

(EXCLUSIVE OF ANY FURRING OR APPLIED FINISHES

HAVING THICKNESS WHICH MAY BE ADDED TO SUCH

WALLS) AT WALLS WITH CONCRETE OR MASONRY

COMPONENTS. REFER TO STRUCTURAL DRAWINGS

AND "PARTITION TYPES" SCHEDULE TO DETERMINE

THICKNESS OF EACH PARTITION TYPE.

• FACE OF APPLIED FINISH IF NOTED AS A "FACE OF

FINISH" OR "CLEAR" DIMENSION. SEE NOTE 'B'

BELOW.

• OUTSIDE EDGE OF HOLLOW METAL DOOR AND

WINDOW FRAMES. REFER TO THE "DOOR

SCHEDULE" AND "FRAME ELEVATIONS" FOR

ADDITIONAL DIMENSIONAL INFORMATION.

• INSIDE EDGE OF FINISHED WALL OPENING AT

OTHER DOORS, WINDOWS AND CURTAIN WALLS.

REFER TO THE "DOOR SCHEDULE" AND "FRAME

ELEVATIONS" FOR ADDITIONAL DIMENSIONAL

INFORMATION.

• DIMENSION OR WORK POINTS AS INDICATED ON

RELATED ARCH DETAIL, PLAN, SECTION,

ELEVATION, LAYOUT OR CONFIGURATION DETAIL,

OR CONSTRUCTION DETAIL.

B. WHERE "FACE OF FINISH" OR "CLEAR" DIMENSIONS ARE

SPECIFICALLY NOTED, THE DIM IS MEASURED TO:

C. WHERE "EQUAL" DIMENSIONS ARE USED:

• IN CASEWORK AND OTHER SUCH ELEMENTS, "EQUAL"

DIMENSIONS ARE NOT INTENDED TO REQUIRE CUSTOM

COMPONENTS. SUCH "EQUAL" ELEMENTS SHALL BE THE

SAME SIZE, AT THE STANDARD SIZE INCREMENT THAT

MOST NEARLY EQUALS THE DESIGNED OVERALL

DIMENSION. IN THESE CONDITIONS, EQUAL SIZE FILLER

PANELS ARE INTENDED AND REQUIRED AT EACH END OF

THE RUN.

D. WHERE "EQUAL" DIMENSIONS ARE USED ON REFLECTED

CEILING PLANS TO LOCATE CEILING GRID WORK POINTS,

MEASURE DIMENSIONS TO:

A. DOOR OPENINGS MAY BE DIMENSIONED ON DRAWINGS

OTHER THAN THE FLOOR PLANS. REFER TO THE

SECTIONS, ELEVATIONS, DETAILS AND DOOR SCHEDULE

NOTES FOR ADDITIONAL DIMENSIONAL INFORMATION.

B. WHERE THE HINGE-SIDE OF A DOOR IS SHOWN

ADJACENT TO A WALL, OR WALLS, PERPENDICULAR TO

THE WALL IN WHICH THE DOOR OPENING OCCURS:

• AT DOORS OCCURRING IN METAL FRAMED GYPSUM

BOARD PARTITIONS, LOCATE THE HINGE-SIDE OF

THE DOOR FINISHED OPENING 4 INCHES FROM THE

FACE (EXCLUSIVE OF APPLIED FINISHES) OF THE

CLOSEST PERPENDICULAR WALL OR PARTITION

ASSEMBLY.

C. WHERE DOOR OCCURS NOT ADJACENT TO A

PERPENDICULAR WALL, AND EITHER "DIM E" OR "DIM F"

IS 16'-0" OR LESS, LOCATE DOOR UTILIZING THE

FOLLOWING MINIMUM DIMENSIONS:

• DIM. A = 18 INCHES MIN

• DIM. B = 12 INCHES MIN

• DIM. C = DOOR WIDTH + 2 INCHES MINIMUM

• DIM. D = 4 INCHES MIN AT METAL FRAMED GYP

BD PARTITIONS

• DIMS. E AND F = AS SHOWN ON PLANS

• DIM. G = 36 INCHES MIN

• DIM. H = 60 INCHES MIN

• IF SPACE ALLOWS, CENTER DOOR IN WALL

SHOWN ON THE DRAWINGS SO THAT EITHER

"DIM A" EQUALS "DIM C", OR "DIM B" EQUALS

"DIM D".

D. IF "DIM E" IN DIAGRAMS BELOW IS LESS THAN THE

SUM OF 2 TIMES THE DOOR WIDTH PLUS 20 INCHES,

LOCATE DOOR SO THAT MINIMUMS STATED BY NOTE

4C ABOVE FOR "DIM A", "DIM B", AND "DIM D" ARE MET,

MAXIMIZING "DIM A" AND MINIMIZING "DIM D" TO THE

EXTENT POSSIBLE.

A E

C G

B D

F

H

E A

B D

E A D

B

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT DATE: PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY

MANAGEMENT

AMP-400

PROJECT MANAGER:

WORK REQUEST NO:

BASE MAINTENANCE BUILDING

12/20/19

12" = 1'-0"12/20/2019 3:26:42 PM

BI

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RENOVATION OF BMB-15

(BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

GENERAL NOTES AND

DIMENSIONING CONVENTIONS

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2014-004363

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12/20/19

MONTE THURMAN,

AMP-400

2014-004363

MONTE THURMAN,

AMP-400

10'-6"

GRID

C

C

RULE 1 RULE 3

RULE 7

RULE 2

RULE 5 RULE 6

RULE 4

RULE 8

WHEN COMPLETELY DIMENSIONED ON PLANS NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

NOT DIMENSIONED AND LOCATED ADJ TO DOOR AND ON

WALL AGAINST WHICH DOOR SWINGS

NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

NOT DIMENSIONED AND LOCATED ADJ TO MIN STRIKE-SIDE OF DOOR NOT DIMENSIONED AND LOCATED ADJACENT TO DOOR (OR WINDOW)

NOT DIMENSIONED AND LOCATED ON COLUMN OR PILASTER

WHEN NOT DIMENSIONED AND LOCATED ADJACENT TO

CHANGE IN WALL DIRECTION

NON-TYPICAL MOUNTING HEIGHTS MAY BE INDICATED BY SYMBOL (AS

SHOWN), BY KEYED NOTE, OR BY NOTATION ON PLANS.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER, AND WHEN

NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: HORIZONTALLY CENTER GROUP

OF SIMILAR ITEMS HAVING THE SAME MOUNTING HEIGHT(S) ABOUT THE CENTERLINE OF

THE COLUMN OR PILASTER.

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 2 (PREVIOUS) TO SYMMETRICALLY

ARRANGE GROUPS OF ITEMS HAVING BOTH DIFFERING AND SIMILAR MOUNTING HEIGHTS.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE INDICATED,

MOUNT FIRST ITEM IN RELATION TO SWING USING TYP. OFFSET DIMENSION AND

PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE OPPOSITE FRAME AS

ILLUSTRATED BY THIS DIAGRAM.

FOR PURPOSES OF THESE RULES, ITEMS SHOWN APPROX. LOCATED WITHIN 4 FEET OF

OPEN DOOR ARE CONSIDERED TO BE ADJACENT TO DOOR. THIS MAY INCLUDE THE

WALL IN WHICH THE DOOR IS LOCATED, OR AN INTERSECTING WALL AGAINST WHICH

THE DOOR OPENS.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP

MTG HGT ARE INDICATED, MOUNT FIRST ITEM IN

RELATION TO FRAME USING TYP OFFSET DIM AND

PLACE REMAINING ADJ TO FIRST ON SIDE OPP

FRAME AS ILLUSTRATED BY THIS DIAGRAM. DO

NOT CROWD MULTIPLE ITEMS AGAINST WALL OR

RESTRICTION.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ TO STRIKE SIDE OF DOOR, AND WHEN

STRIKE-SIDE CLEARANCE IS BETWEEN 12 INCHES AND 18 INCHES, AND WHEN NO OTHER

TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN RELATION TO FRAME USING

TYP OFFSET DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT

HEIGHTS.

LINE OF WALL OR OTHER

RESTRICTION ON STRIKE-SIDE OF

DOOR.

STRIKE-SIDE OF DOOR.

WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE

INDICATED, MOUNT FIRST ITEM IN RELATION TO FRAME USING TYP OFFSET

DIMENSION AND PLACE REMAINING ITEMS ADJACENT TO FIRST ON SIDE

OPPOSITE FRAME AS ILLUSTRATED BY THIS DIAGRAM.

SIMILAR RULE APPLIES WHEN ADJACENT TO WINDOW. FOR PURPOSES OF THESE

RULES, ITEMS SHOWN APPROX. LOCATED WITHIN 4 FEET OF DOOR ARE CONSIDERED

TO BE ADJACENT TO DOOR (OR WINDOW).

WHEN PROVIDED, UTILIZE TYP

MOUNTING DIAGRAMS TO

DETERMINE DIMENSIONS

MULTIPLE ITEMS AT SAME HEIGHT

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO DOOR,

AND WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES:

MOUNT ITEMS IN RELATION TO FRAME USING TYP OFFSET DIMENSION.

VERTICALLY ALIGN CENTERS OF ITEMS MOUNTED AT DIFFERENT

HEIGHTS.

MULTIPLE ITEMS AT SAME HEIGHT

DOOR WHEN SWUNG AGAINST WALL

ON PLANS, ITEMS TO BE

VERTICALLY ALIGNED MAY BE

SHOWN ADJACENT.

ARRANGE ITEMS AT SAME HEIGHT

SYMMETRICALLY ABOUT CENTERLINE

MULTIPLE SIMILAR ITEMS AT SAME HEIGHT

FOR PURPOSES OF THESE RULES, ITEMS SHOWN APPROX. LOCATED

WITHIN 4 FEET OF PLANE CHANGE ARE CONSIDERED TO BE

ADJACENT TO CHANGE IN PLANE.

WHEN MULTIPLE SIMILAR ITEMS HAVING THE SAME TYP MTG HEIGHT ARE INDICATED, MOUNT

FIRST ITEM IN RELATION TO PLANE CHANGE USING TYP. OFFSET DIMENSION AND PLACE

REMAINING ITEMS ADJACENT TO FIRSTON SIDE OPPOSITE PLANE CHANGE AS ILLUSTRATED BY

THIS DIAGRAM.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJ TO CHANGE IN PLANE OF WALL,

AND WHEN NO OTHER TYP CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN

RELATION TO PLANE CHANGE USING TYP. OFFSET DIM. VERTICALLY ALIGN CENTERS OF

ITEMS MOUNTED AT DIFFERENT HEIGHTS.

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER, AND

WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: HORIZONTALLY CENTER

GROUP OF DISSIMILAR ITEMS HAVING CONFLICTING MOUNTING HEIGHT(S) ABOUT THE

CENTERLINE OF THE COLUMN OR PILASTER.

WHEN APPLICABLE, COMBINE THIS RULE WITH RULE 2 AND/OR RULE 3 (PREVIOUS) TO

SYMMETRICALLY ARRANGE GROUPS OF ITEMS HAVING DIFFERING, SIMILAR, AND

CONFLICTING MOUNTING HEIGHTS.

GRID

ARRANGE ITEMS AT CONFLICTING HEIGHTS

SYMMETRICALLY ABOUT CENTERLINE

GRID

GRID

DIMENSION ON PLANS

EQ EQ EQ EQ

6".

EQ EQ

EQEQ

18" MIN. SWING SIDE

12" MIN. OPP. SWING SIDE

3" MIN.

8" TYP. 8" TYP.

4'-0". 4'-0". DOOR SWING

8" TYP.

8" TYP.

4'-0".

EQ EQ

EQ EQEQ EQEQEQ

• LOCATE ITEMS AS INDICATED WHEN SHOWN DIMENSIONED (BOTH HORIZ AND

VERT) BY A PLAN OR DETAIL PLAN.

• SPECIFIC VERT DIMENSIONS SHOWN BY ELEVATIONS, SECTIONAL ELEVATIONS, OR

DETAIL ELEVATIONS AND SPECIFIC HORIZ DIM SHOWN BY PLANS AND DETAIL

PLANS TAKE PRECEDENCE OVER TYPICAL MOUNTING HEIGHTS AND LOCATION

RULES.

TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS, LOCATIONS AND CONFIGURATIONS

WHEN NOT DIMENSIONED AND SHOWN LOCATED ON A COLUMN OR PILASTER, AND

WHEN NO OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES:

• HORIZONTALLY CENTER ITEM ON FACE OF COLUMN OR PILASTER.

• ALIGN VERTICALLY CENTERS OF MULTIPLE ITEMS HAVING DIFFERING TYPICAL

MOUNTING HEIGHTS.

• WHEN MULTIPLE ITEMS HAVING THE SAME TYP MOUNTING HEIGHT ARE INDICATED,

HORIZONTALLY CENTER GROUP OF ITEMS ON FACE OF COLUMN OR PILASTER

(SEE RULE 3).

WHEN NOT DIMENSIONED AND SHOWN LOCATED ADJACENT TO DOOR, AND WHEN NO

OTHER TYPICAL CONFIGURATION DIAGRAM APPLIES: MOUNT ITEMS IN RELATION TO

SWING USING TYP OFFSET DIMENSION. VERTICALLY ALIGN CENTERS OF ITEMS

MOUNTED AT DIFFERENT HEIGHTS.

TYPICAL HANDICAP ACCESSIBLE MOUNTING HEIGHTS ABOVE FINISH FLOOR AND REQUIRED CLEARANCE DIMENSIONS

DIMENSION

NAME ELEMENT

PRE-K AND KINDERGARTEN

DIMENSION

CODE

RECOMMENDED

ACTUAL

DESIGNED

FIRST THRU FIFTH GRADE

DIMENSION

ACTUAL

DESIGNED

ADULTS DIMENSION

CODE

REQUIREMENT

ACTUAL

DESIGNED

DRINKING FOUNTAIN (STANDING) 602.4 N/A N/A N/A N/A 38" - 43" 40" SPOUT HT.M1

MOUNTING HEIGHT REFERENCE

ABOVE F.F.

OR

CLEARANCE AS SPECIFIED ADDITIONAL COMMENTS

602.4 30" MAX 27" 30" MAX 30" 36" MAX 35-1/2" SPOUT HT.M2

GRAB BAR AT TOILET - 18" VERTICAL 604.5 N/A 25" N/A 32" 39" - 41" 40" TO BOTTOM OF RAILM3

GRAB BARS AT TOILET - HORIZONTAL 604.9 & 609.4 18" - 20" 22" 25" - 27" 26" 33" - 36" 34" TO TOP SURFACE OF RAILM4

THE GRAB BAR ON REAR WALL OF NON-ADULT TOILETS CAN BE SPLIT

WHEN IT CONFLICTS WITH WATER VALVE

HANDRAILS 505.4 28" MAX 24" 28" MAX 24" 34" - 38" 36" TO TOP SURFACE OF RAILM5A & M5B

M5A = ADULT DIMENSION, M5B = CHILDREN

DIMENSION OF SECOND HANDRAIL TO F.F.

LAVATORY 606.3 31" MAX 27" 31" MAX 30" 34" MAX 34"

TO HIGHEST POINT OF LAVATORY RIM OR

COUNTERM6

ONLY PRE-K AND KINDERGARTEN (IF PARALLEL APPROACH

PROVIDED) CAN HAVE SPACE BELOW LAVATORY ENCLOSED

MIRROR 606.3 N/A N/A N/A N/A 35" MAX 12"M7

MIRROR ABOVE LAVATORY 606.3 34" MAX 34" 34" MAX 34" 40" MAX 40"M8

TOILET PAPER DISPENSER 604.7 & 604.10 14" 14" 14" - 19" 15" 15" MIN 18" TO BOTTOM OF DISPENSERM9

URINAL 605 14" MAX 13" 14" MAX 13" 17" MAX 17" TO RIM, 13-1/2" MIN PROJECTIONM10

URINAL FLUSH CONTROLS 605.4 & 309 36" MAX 36" 36" MAX 36" 44" MAX 42" TO TOP OF CONTROLM11 WATER CLOSET HEIGHT 604.4 11" - 13" 15" 15" - 17" 16" 17" - 19" 18" TO TOP OF SEATM12 WATER CLOSET FLUSH CONTROLS 604.6 36" MAX ±23" 36" MAX ±29" 36" MAX ±27" LOCATED ON WHEELCHAIR SIDEM13

DRINKING FOUNTAIN (WHEELCHAIR)

ANSI A117.1

GUIDELINE

REFERENCE

CODE

RECOMMENDED

TO BOTTOM EDGE OF REFLECTING SURFACE

TO BOTTOM EDGE OF REFLECTING SURFACE

WATER CLOSET FROM WALL 604.2 12" 12" 15" - 18" 16" 16" - 18" 17" WALL TO CENTERLINE OF WATER CLOSETP1

FIRE EXTINGUISHER 308 N/A 48" MAX 48" TO RELEASE CLAMPN/A N/A N/A

CHILD CONTROLS LOCATED ABOVE SPLIT GRAB BAR

REVIEWED BY

DRAWN BY:

DESIGNED BY:

PLOT DATE: PLOT SCALE:

DRAWING NO. AMP-400-E-

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY

MANAGEMENT

AMP-400

PROJECT MANAGER:

WORK REQUEST NO:

BASE MAINTENANCE BUILDING

12/20/19

As indicated12/20/2019 3:26:44 PM

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:2 6:

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RENOVATION OF BMB-15

(BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

MOUNTING HEIGHTS, LOCATIONS

AND CONFIGURATIONS

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12/20/19

MONTE THURMAN,

AMP-400

2014-004363

MONTE THURMAN,

7"-9" M9

M3

" M

IN

MI

N.

1 1 /2"

3'-4"

TOILET

ACCESSORY

MOUNTING

LOCATION

M4M4 M1

M1

STAIRS

(a)

RAMPS

(b)

WALKING

SURFACES

(c)

M5 A

M5

AM5

A

M5 B

M5 B

SECOND HANDRAIL

M5 B

MI

N.

1'- 3"

MI

N.

5'- 0"

3'-6" 1'-0"

PROVIDE BOTH

VERTICAL AND

HORIZONTAL

GRAB BARS

P1

3'-4"

NOTE: FOR TOILETS WITH CENTERLINE LESS THAN 15", A 24" MIN. GRAB

BAR TO OPEN SIDE MAY BE USED IN LIEU OF FULL 36" MIN. LENGTH.

REFER TO MOUNTING CHART BELOW.

OPEN

SIDE

CL

2'- 0"

WALL-HUNG

M1

M1

1'-1 1/2"

M8M6 M7M6M8

REFLECTING

SURFACE

SECTION ELEVATION

" M

IN

M1M2

PLAN SECTION

FRONT APPROACHES

NOTE: X=12 IN. IF DOOR HAS BOTH A

CLOSER AND LATCH

PUSH SIDE

PULL SIDE

NOTE: Y=48 IN. MIN. IF DOOR HAS

CLOSER

LATCH SIDE APPROACHES

NOTE: X=54 IN. MIN. IF DOOR HAS

CLOSER

PUSH SIDE

PULL SIDE

IBC/ANSI/ADAAG - ACCESSIBLE ROUTE (TYPICAL FOR

ALL DOORS)

" M

IN

" M

IN

. 18"

MIN.

X

24"

MIN.

X

" M

IN

Y

" M

IN

24"

MIN.

X=42 IN. MIN. IF Y=54 IN.

NOTE: Z=48 IN. MIN. IF DOOR HAS BOTH A

CLOSER AND LATCH.

NOTE: X=36 IN. MIN. IF Y=60 IN.

HINGE SIDE APPROACHES

PUSH SIDE

PULL SIDE

X Y

Z

" M

IN

54" MIN.

HANDICAP ACCESSIBILITY ANALYSIS

1. PROJECT SCOPE

A. NEW CONSTRUCTION / REMODEL

2. PRIMARY USER GROUPS

A. ADULTS

3. ASSEMBLY SEATING ANALYSIS

A. NOT APPLICABLE

4. APPLICABLE CODES AND CRITERIA

IN ORDER TO PROVIDE THE BEST

ACCESSIBILITY, THE MOST STRINGENT

REQUIREMENTS OF THE GUIDELINES

BELOW HAVE BEEN EMPLOYED IN THIS

DESIGN:

A. INTERNATIONAL BUILDING CODE

2015 (IBC)

B. INTERNATIONAL CODE COUNCIL /

AMERICAN NATIONAL STANDARDS

INSTITUTE ICC / ANSI A117.1 - 2003

C. AMERICANS WITH DISABILITIES ACT,

2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN

IBC/ANSI/ADAAG SECTION 308 - ADULT REACH RANGES

OBSTRUCTED FORWARD REACHUNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH

MI

N. 48

" M

AX

20"

MAX.

" M

AX

" M

AX

25"

MAX.

" M

AX

" M

AX

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 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 15 and 1520.

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DATE:

APPROVED BY:

ISSUED BY

OFFICE OF:

FACILITY

MANAGEMENT

AMP-400

PROJECT MANAGER:

WORK REQUEST NO:

BASE MAINTENANCE BUILDING

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RENOVATION OF BMB-15

(BASE MAINTENANCE BUILDING)

6125 SW 68TH ST, OKLAHOMA CITY, OK

ACCESSIBILITY REQUIREMENTS

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AMP-400

2014-004363

MONTE THURMAN,

AMP-400

VERTICAL BAR ELEVATION (TYP.) ACCESSIBILE HANDRAILS

ACCESSIBLE TOILET PLAN (TYP.) ACCESSIBILE URINALS ACCESSIBILE LAVATORIES & MIRRORS

ACCESSIBILE DRINKING FOUNTAINS

BUILDING CODE INFORMATION

LIFE SAFETY & FIRE PROTECTION CODE COMPLIANCE APPROACH NARRATIVE

GENERAL PROJECT INFORMATION

PROJECT NAME

PROJECT LOCATION

CONSTRUCTION PURPOSE

BUILDING OWNER

AUTHORITY HAVING JURISDICTION

PROJECT DESCRIPTION - SUMMARY

NEW ADDITION - One story (1,644 SF) consisting of vestibule, reception, and conferences. The existing fire alarm and fire suppression system will be expanded to accommodate the new construction and renovations.

EXISTING BUILDING REMODEL - Two story (51,595 SF) consisting of open office administrative areas and shop maintenance areas. The building comprises of CMU masonry and steel structure with metal stud framing.

Updates to the building constructed in 1963 include new mechanical and electrical systems, partial roof replacement, partial building envelope upgrades, storm shelter, and restroom upgrades to meet current accessibility and plumbing standards. The current fire suppression systems will be repaired or replaced to meet current codes.

ALTERNATES:

Renovation of BMB-15 (Base Maintenance Building)

6125 SW 68th St., Oklahoma City, OK 73169 Oklahoma County

Administrative Offices & Base Maintenance Shops

Federal Aviation Administration

City of Oklahoma City / Oklahoma State Fire Marshal

OPTION NO. 1: NORTH CANOPY

OPTION NO. 2: WEST CANOPY, PLANTER & PATIO

OPTION NO. 3: PARKING LOT

NOTE- REFER TO MEPS DRAWINGS FOR ADDITIONAL CODES

EGRESS WIDTH PER OCCUPANT (IBC, Section 1005):

0.2" per person at level egress components 0.3" per person at egress stairs components (10,305 SF Basement/300 = 35 Occupants)

CORRIDOR WIDTH (IBC, Section 1020.2)

1. The minimum corridor width shall be not less than 44 inches.

EXCEPTIONS:

1. Twenty-four inches-For access to and utilization of MEP systems or equipment.

2. Thirty-six inches-With a required occupant capacity of 50 or less.

Minimum Corridor width as designed = 48"

MINIMUM NUMBER OF EXITS (IBC, Table 1006.3.1) Minimum of three exits for 501 to 1,000 occupants. Number of exits as designed = 10 (1st Floor)

No required fire walls, building is equipped throughout with automatic sprinkler system.

x INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 x INTERNATIONAL MECHANICAL CODE (IMC) 2015 x AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS 1998 / 2010

ADDITIONAL CODES

x NFPA 70 NATIONAL ELECTRICAL CODE 2017 x NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2016 x INTERNATIONAL PLUMBING CODE (IPC) 2015 x NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2013 x NFPA 13 STANDARD INSTALLATION OF SPRINKLER SYSTEMS 2016

MIXED USE AND OCCUPANCY (IBC, Section 508)

1. Accessory use areas (Section 508.2.3): Any other accessory use area shall not be required to be separated by a fire barrier provided the aggregate accessory use occupies an area not more than 10 percent of the area of the story in which it is located.

2. Separate occupancies (Section 508.2.4): Separation of occupancies are not required between the existing building and addition.

INCIDENTAL USES (IBC, Section 509)

1. Incidental accessory occupancies (Table 509): Paint shops, not classified as Group H, located in occupancies other than Group F requires 1 hour separation with an automatic sprinkler system.

2. Occupancy Classification (Section 509.2): Incidental uses shall not be individually classified in accordance with Section 302.1. Incidental uses shall be included in the building occupancies within which they are located.

Building occupancy classification is Group B.

3. Area limitations (Section 509.3): Incidental uses shall not occupy more than 10 percent of the building area of the story in which they are located. Paint booths, battery, tire, oil, parts storage, and metal/welding shops make up less than 10% of the overall building area.

4. Protection (Section 509.4.2): Where Table 509 permits an automatic fire-extinguishing system without a fire barrier, the incidental use area shall be separated by construction capable of resisting the passage of smoke. The partitions shall extend from the floor to the underside of the fire-resistance-rated flooring/ceiling. Doors shall be self-closing.

TYPES OF CONSTRUCTION (IBC, CHAPTER 6)

FIRE RESISTANCE RATING REQ. FOR BUILDING ELEMENTS (IBC, Table 601)

For all building elements 0 0 Not Applicable

Type IIB fire-resistance rating REQUIRED DESIGNED METHOD ACHIEVING RATING

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE (IBC, Table 602)

FIRE RATING

FIRE SEPARATION DISTANCE = x' CONSTR. TYPE OCCUP. GROUP REQ. DESIGNED

FIRE RATING

For exterior walls w/ > 10' separation Type IIB B, F-1, S-1 0 0

FIRE AND SMOKE PROTECTION FEATURES (IBC, CHAPTER 7, 8, 9)

BUILDINGS ON THE SAME LOT (IBC, Section 705.3)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION

DISTANCE & DEGREE OF OPENING PROTECTION (IBC, Section 705.8.1)

Exception: Two or more buildings on the same lot shall either be regulated as separate buildings or shall be considered as portions of one building if the aggregate area of such buildings is within the limits specified in Chapter 5 for a single building. Where the buildings contain different occupancy groups or are of different types of construction, the area shall be that allowed for the most restrictive occupancy or construction.

Fire separation distance of 30' allowable openings have no limit.

INTERIOR WALL AND CEILING FINISH REQ. BY OCCUPANCY (IBC, Table 803.11)

SPRINKLERED NONSPRINKLERED

Group Exits Corridors Rooms Exits Corridors Rooms

B Class B Class C Class C A - N/A B - N/A C - N/A

FIRE PROTECTION SYSTEMS (IBC, Chapter 9) This building is equipped throughout with an automatic wet-pipe fire sprinkler system, fire alarm and mass notification system as designed.

FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS (IBC, Table 906.3(1)) Ordinary (Moderate) Extinguishers Hazard Occupancy as Provided

Minimum Rated Single Extinguisher 2-A 4-A:60BC Maximum Floor Area/Unit of A 1,500 SF 1,500 SF Maximum Floor Area for Extinguisher 6,000 SF 5,152.5 SF Maximum Travel Distance to Extinguisher 75'-0" 74'-6"

FLOOR AREA ALLOWANCE PER OCCUPANT (IBC, Table 1004.1.2)

PUBLIC ENTRANCES (IBC, Section 1105.1) Sixty percent of all public entrances shall be accessible.

OCCUPANCY LOAD, MEANS OF EGRESS , & ACCESSIBILITY (IBC, CHAPTER 10, 11)

ACCESSIBILITY (IBC, Section 1009)

1. 1009.1 Accessible means of egress. Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one means of egress is required by Section 1006.2 or 1006.3 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress.

2. 1009.3 Exit stairways. Stairways shall have a clear width of 48 inches minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from either an area of refuge. Exception: The clear width of 48 inches between handrails and the area of refuge are not required in buildings equipped throughout with an automatic sprinkler system. Building is equipped throughout with an automatic sprinkler system.

OCCUPANCY USE Total Interior Occupiable Area 53,239 SF

OCCUPANT LOAD 579 TOTAL

REQUIRED DESIGNED

WIDTH (Two Remote Exits) 579 x .2" = 115.8" 68"+68"=136"

AUTOMATIC SPRINKLER SYSTEMS (NFPA 13, Section 903.2) An automatic sprinkler system is not required for Group B use group.

x INTERNATIONAL FIRE CODE (IFC) 2015 x NFPA 101 LIFE SAFETY CODE 2015 x NFPA 285 STANDARD FIRE TEST METHOD 2014

APPLICABLE DESIGN CRITERIA (Applicable codes are checked.)

ADOPTED STATE CODES EDITION

F Class C Class C Class C B - N/A C - N/A C - N/A

S Class C Class C Class C B - N/A B - N/A C - N/A

Assembly (Conf., Break) 15 Net SF/person for 2,551 SF 2,551 SF/15 = 170.07 4,068 SF - 1,517 SF(Circulation) = 2,551 SF

Storage, Mechanical 300 Gross SF/person for 15,126 SF 15,126 SF/300 = 50.42 10,305 SF (Basement) + 4,821 SF (1st floor)

Business 100 Gross SF/person for 24,245 SF 24,245 SF/150 = 242.45

WIDTH (Total Exit Capacity) 579 x .2" = 115.8" 68"+68"+68"+68"+44"+33"+33"+33"+33"+33"=481"

OCCUPANCY COMPONENT ALLOWABLE AS DESIGNED

Common Path of Travel (Sec. 1006.2.1) 100' (Sprinklered) 60'-2"

Business, B Dead End Corridors (Table 1020.4) 50' (Sprinklered) 46'-0"

Travel to Exit (Table 1017.2) 300' (Sprinklered) 172'-2"

MAXIMUM TRAVEL DISTANCE (IBC, Chapter 10) x INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2015 x INTERNATIONAL FUEL GAS CODE (IFGC) 2015 x NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS 2016 x INTERNATIONAL BUILDING CODE (IBC) 2015 x NATIONAL ELECTRICAL CODE (NEC) 2014 x ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC/ANSI A117.1) 2009 x STANDARD ON DESIGN AND CONSTRUCTION OF STORM SHELTERS (ICC 500) 2014

ROOF ASSEMBLIES (IBC, CHAPTER 15)

BUILDING OCCUPANCY, CONSTRUCTION & SEPARATION INFORMATION

USE AND OCCUPANCY CLASSIFICATION (IBC, CHAPTER 3 & NFPA)

Base Maintenance B - Business (Section 304.1) Business (Ch. 38) 53,239 SF

BUILDNG NAME IBC CLASSIFICATION NFPA 101 CLASS. GROSS AREA

GENERAL BUILDING HEIGHTS AND AREAS (IBC, CHAPTER 5)

Group B Type IIB, noncombustible Group B Type IIB, noncombustible

ALLOWABLE BUILDING HEIGHTS & AREAS BUILDING HEIGHTS & AREAS

(IBC Table 504.3, 504.4, 506.2) (As Designed)

Height (ft) 75 Height (ft) 31

Stories 4 Stories 1 above grade+basement

Area (per floor) 92,000 SF (one story above grade) Area (per floor) 42,934 SF (first floor) 69,000 SF (two+ stories above grade) 10,305 SF (basement)

VERTICAL SEPARATION OF OPENINGS (IBC, Section 705.8.5)

Exception: This section shall not apply to buildings that are three stories or less above grade.

This section shall not apply to buildings equipped throughout with an automatic sprinkler system.

FIRE WALL RESISTANCE RATINGS (IBC, Section 706.4)

B 3 Hours Not required - met allowable area.

Group Fire Resistance Rating Construction Notes

FIRE WALL RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEBLIES

OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS (IBC, Table 707.3.10)

B 2 Hours Not required - sprinklered building.

Group Fire Resistance Rating Construction Notes

SHAFT ENCLOSURES (IBC, Section 713) less than 4 1 Hour Existing CMU shaft is not being altered.

Connecting Stories Fire Resistance Rating Construction Notes

FIRE ALARM AND DETECTION SYSTEMS (Business B, Section 907.2.2) Manual fire alarm is required in group B occupancies when the combined occupant load is 500 or more.

Industrial 100 Gross SF/person for 11,317 SF 11,317 SF/100 = 113.17

MEANS OF EGRESS ILLUMINATION (IBC, Section 1008) The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied.

EXIT SIGNS (IBC, Section 1013)

1013.1 Exit signs. Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel.

CORRIDOR FIRE-RESISTANCE RATING (IBC, Table 1020.1)

1. Fire resistance corridor rating required is 0-hours with sprinkler system for occupancy A, B, F, S.

MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION (IBC, Table 1505.1) Buildings of Type IIB construction shall have Class C roof assemblies.

CLASS C ROOF ASSEMBLIES (IBC, Section 1505.4) Class C roof assemblies are those that are effective against light fire-test exposure. Class C roof assemblies and roof coverings shall be listed and identified as Class C by an approved testing agency.

MODIFIED BITUMEN ROOFING (IBC, Section 1507.11) Modified bitumen roofs shall have a design slope of not less than one-fourth unit vertical in 12 units horizontal for drainage. Modified bitumen roof coverings shall comply with CGSB 37-GP-56M, ASTM D6162, ASTM D6163, ASTM D6164, ASTM D6222, ASTM D6223, ASTM D6298 or ASTM D6509.

ROOF INSULATION (IBC, Section 1508) Above-deck thermal insulation shall be permitted provided such insulation is covered with an approved roof covering and passes the tests of NFPA 276 or UL 1256 when tested as an assembly. Polyisocyanurate board shall comply with ASTM C1289, Type I or II.

PLUMBING SYSTEMS (IBC, CHAPTER 29)

Class.