1.5_Drawings-ARCHITECTURE.pdf

SECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS LOCATED

(MAY NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON THE SAME

DRAWING)

LETTER OR NUMBER

DESIGNATOR

ONE OR TWO CHARACTER DISCIPLINE

DESIGNATOR (MAY NOT BE PRESENT

IF CALLOUT AND TITLE ARE ON

DRAWINGS WITHIN THE SAME

DISCIPLINE)

WALL / BUILDING SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

ELEVATION CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

EXTERIORINTERIOR

N

NORTH ARROW EXAMPLE:

X#

X-###

LETTER OR NUMBER

INDICATES DETAIL

DRAWING NUMBER

WHERE SECTION IS

SHOWN

X#

X-###

A-101

SCALE:X#

VIEW NAME

1/8" = 1'-0"

LETTER OR NUMBER

INDICATES DETAIL

DESIGNATION

DRAWING NUMBER

WHERE DETAIL IS

SHOWN

A1

A1 A1

A1

X#

X-###

X#

X-###

NEW DOOR

NEW WALL (RE:

PARTITION TYPE)

PLAN LEGEND:

ROOM NAME

ROOM NUMBER

PARTITION TYPE

DOOR NUMBER

WINDOW WALL TYPE

GLAZING TYPE

LOUVER TAG

GRID BUBBLE AND LINE

TOILET ACCESSORY TAG

L1

T1

W1

888W

ROOM NAME

1i

# NEW WORK KEYNOTE TAG

RIGID INSULATION

FACE BRICK

PLYWOOD

CONCRETE

MASONRY UNIT

CONCRETE

UNDISTURBED

EARTH

GROUT OR

GYPSUM BOARD

STEEL OR

FERROUS METALS

GRAVEL

FINISHED WOOD

BATT INSULATION

MATERIAL SYMBOLS

DIMENSION

LUMBER

METAL STUD WALL

BACKER ROD

AND SEALANT

ALUMINUM OR

NON-FERROUS

METALS

SAND, PLASTER, OR

PORTLAND CEMENT

COMPACTED

FILL

TERRAZZO

GRASS

MASONRY

PARTICLE BOARD

GLUED-LAMINATED

WOOD

PLASTIC LAMINATE

2' x 2' ACOUSTICAL CEILING TILE

GYPSUM BOARD - PAINT

10' - 0" CEILING HEIGHT ABOVE

FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

STRUCTURAL STEEL BEAM - PAINT

EXPOSED CEILING

WALL MOUNTED EXTERIOR

LIGHT FIXTURE

OTS

EXIT SIGN

OPEN TO STRUCTURE-PAINTED

1' x 4' FIXTURE - SUSPENDED

2' x 4' FIXTURE - RECESSED

CEILING LEGEND:

CEILING ACCESS PANEL

1' x 4' FIXTURE - RECESSED date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:1

A

M

FJRP159073-A-001.dwg

A-001

94893

ARCHITECTURAL LEGEND & ABBREVIATIONS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

ABBREVIATIONS

SEE ADDITIONAL FINISH MATERIAL

ABBREVIATIONS IN THE FINISH MATERIAL

LEGEND, DRAWING A-601

-M-

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

-N-

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

-O-

OC ON CENTER

OPP OPPOSITE

OTS OPEN TO STRUCTURE -

PAINTED

-P-

PL PLATE

PLMB PLUMBING

PLYWD PLYWOOD

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

-R-

R/A RETURN AIR

RCP REFLECTIVE CEILING PLAN

REFER REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

RO ROUGH OPENING

-S-

S SOUTH

S/A SUPPLY AIR

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE, AS IN "SQ FT"

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUPP SUPPORT

SUSP SUSPENDED

SYS SYSTEM

-T-

TD TRENCH DRAIN

TECH TECHNICAL

THRU THROUGH

TLT TOILET

TO TOP OF, AS IN "TO STEEL"

TYP TYPICAL

-U-

UL UNDERWRITERS

LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

-V-

VENT VENTILATE, VENTILATOR

VOL VOLUME

-W-

W WEST, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

-A-

A/E ARCHITECT/ENGINEER

ACOUST ACOUSTICAL

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURE, ARCHITECT

-B-

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF, AS IN "BO

STEEL"

BTWN BETWEEN

-C-

CJ CONTROL JOINT,

CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

-D-

DIA DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

-E-

E EAST

EA EACH

EEWS EMERGENCY EYEWASH &

SHOWER

EF EXHAUST FAN

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATION AS IN NORTH

ELEV

EQ EQUAL

EQUIP EQUIPMENT

ETC AND SO FORTH (ETCETERA)

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

-F-

FDN FOUNDATION

FE FIRE EXTINGUISHER WITH

WALL BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FIN FINISHED, FINISH

FLR FLOOR

FT FEET / FOOT

-G-

GA GAUGE

GALV GALVANIZED

GYP GYPSUM

GYP BD GYPSUM BOARD

-H-

H HIGH

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION & AIR

CONDITIONING

-I-

IN INCH

INSUL INSULATION

INT INTERIOR

-L-

L LEFT, LONG, LENGTH

LAV LAVATORY

LVR LOUVER

PLAN LEGENDCALL OUT IDENTIFICATION

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR

REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA OR AS REQUIRED BY THE

AUTHORITY HAVING JURISDICTION.

2. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS.

LARGE SCALE DETAILS OR PLANS SHALL GOVERN OVER SMALL SCALE DETAILS OR PLANS.

DO NOT SCALE DRAWINGS.

3. ALL FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPING OR OTHER NOTICEABLE

DEVIATIONS AND PATCHED AND LEVELED PRIOR TO COVERING WITH FLOOR FINISHES OR

ERECTION AND INSTALLATION OF COLD-FORMED FRAMING.

4. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED ARE DONE

SO TO ESTABLISH A MINIMUM LEVEL OF QUALITY.

5. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE

PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION.

IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SIMILAR DETAIL FOR GUIDE AND

APPROVAL.

6. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS OR ELEVATIONS.

7. PROVIDE PRESERVATIVE-TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS IN DIRECT

CONTACT WITH CONCRETE OR MASONRY.

8. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING FOR SECURE ANCHORAGE OF ALL

SUSPENDED ITEMS, DOOR-STOPS, GRAB-BARS, AND OTHER SIMILAR WOODWORK,

HARDWARE, SPECIALTIES, ACCESSORIES, FIXTURES, OR EQUIPMENT.

9. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF CONSTRUCTION UNLESS NOTED

OTHERWISE OR IF SURFACES ARE PRE-FINISHED.

10. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL

OPENINGS AND COORDINATE WITH THE APPROPRIATE SUPPLIER FOR ALL DOORS AND

WINDOWS.

11. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER EQUIPMENT EXPOSED TO

VIEW SHALL BE LOCATED PARALLEL OR PERPENDICULAR TO THE STRUCTURAL FRAMING

SYSTEM.

12. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED.

13. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE, OR BY DETAIL TITLE. INCORPORATE SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS

NOTED OTHERWISE. THE CONTRACTOR MAY REQUEST A CLARIFICATION IF REQUIRED,

OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL.

14. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL PENETRATIONS THROUGH

FIRE-RATED PARTITIONS.

15. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND INTERIOR SURFACES

AGAINST MOISTURE AND AIR INFILTRATION.

16. SEAL AROUND ALL DOOR AND WINDOW FRAMES, WALL-MOUNTED FIXTURES AND

EQUIPMENT TO ADJACENT WALL SURFACES.

17. THE CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT

REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY

CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EASE OF INSTALLATION.

18. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS, AND IN ACCORDANCE WITH

THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

19. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN

THE STRUCTURE FOR THE PROPER INSTALLATION OF THE WORK. REFER TO STRUCTURAL

DRAWINGS FOR SECONDARY FRAMING AND OR REINFORCING REQUIRED AT

PENETRATIONS IN STEEL, CONCRETE OR MASONRY.

20. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS, ETC. ONLY TO

STRUCTURAL ELEMENTS ABOVE. DO NOT ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER

PIPES, DUCTWORK, ELECTRICAL CONDUIT OR SIMILAR ELEMENTS.

21. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO RECESSES AND BEHIND ALL

EQUIPMENT.

22. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW AND UNDAMAGED. THE

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL WORK SHOWN.

23. THE CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO

THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS

SHALL BE REPORTED TO THE DESIGN PROFESSIONALS FOR RESOLUTION PRIOR TO

PROCEEDING WITH THE WORK.

24. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS.

COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND

RETURNED TO THE CONTRACTOR.

25. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE

WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY

CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THE INSTALLERS

WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.

INSTALLATION SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.

26. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS OR

DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.

27. CONTROL JOINTS (CJ) SHALL BE INSTALLED AT ALL PARTITIONS. CJ AT GYPSUM

PARTITIONS SHALL BE MAXIMUM 30'-0" O.C., CJ AT CONCRETE MASONRY UNIT PARTITIONS

SHALL BE MAXIMUM 20'-0" O.C., UNLESS OTHERWISE NOTED ON DRAWINGS. REVIEW CJ

LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.

28. NON-BEARING PARTITIONS SHALL BE ISOLATED FROM THE BUILDING STRUCTURE TO

PREVENT TRANSFER OF BUILDING LOADS FROM THE STRUCTURE TO THE PARTITIONS.

GENERAL NOTES

0 10/13/17 B-3 FINAL SUBMITTAL LS

A

A-201

B3

A-201

C1

2 3 4

B

C

D

7' - 4"

1' - 6" 24' - 0" 24' - 4" 24' - 0" 1' - 6"

16' - 8"

A3

A-311

A1

A-311

5' - 10 1/2" 11"

CONTROL ROOM

MEN'S/WOMEN'S

TOILET

MECH ROOM

STORAGE

PUMP ROOM

A2

A-311

C1

A-301

102B

102A

W1

W1

C1

A-401

P2A

P1A

P1B

A-201

B1

A-201

C3

C3

A-301

B1

A-301

2' - 4"

P2B

P3

102C

102D

1 1

TYP

75' - 4"

1' - 2"

P2B

SLOPE

1' - 1 1/2"

17' - 6"

TYP

P3

P3

TYP

GENERAL NOTES: THIS DRAWING ONLY

1.

2.

3.

4.

5.

6.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL

LEGEND, AND ABBREVIATIONS REFER TO DRAWING

A-001.

REFERENCE LIFE SAFETY DRAWINGS FOR FIRE

RATED WALL LOCATIONS. ALL FIRE RATED WALLS

AND SMOKE PARTITIONS ARE CONTINUOUS ACROSS

ALL OPENINGS.

ALL INTERIOR DIMENSIONS ARE FACE OF STUD OR

FACE OF CMU, UNO.

THE FINISHED FLOOR ELEVATION OF CONTROL

ROOM IS 100'-0", UNO.

DOOR LOCATIONS NOT DIMENSIONED ARE 4 INCHES

FROM FACE OF GYPSUM BOARD WALL TO DOOR

JAMB EXTERIOR EDGE.

FOR PARTITION TYPES CONSTRUCTION AND

DESCRIPTION, REFER TO PARTITION TYPES

DRAWING A-501.

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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A N

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IN

C

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:1

A

M

FJRP159073-A-101.dwg

A-101

94893

FLOOR PLAN

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

SCALE: 1/4" = 1'-0"A1

FLOOR PLAN

0 2' 4' 8'

N

KEY NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

PUMP FOUNDATION; RE: STRUCT DWGS.

ELECTRICAL EQUIPMENT; RE: ELEC DWGS.

CONCRETE RAMP; RE: STRUCT DWGS.

TRENCH; RE: STRUCT DWGS.

EQUIPMENT PAD; RE: STRUCT DWGS.

EDGE OF ROOF ABOVE.

CONCRETE DOOR STOOP; RE: STRUCT DWGS.

EMERGENCY EYE WASH AND SHOWER.

PIPE SUPPORT PEDESTALS; RE: STRUCT

DWGS.

X

A

B

C

D

MECH ROOM

STORAGE

MEN'S/WOMEN'S

TOILET

CONTROL ROOM

OTS

8' - 0" A.F.F.8' - 0" A.F.F.

9' - 0" A.F.F.

E Q

E Q

EQ EQ

EQ EQ

A

2 3 4

B

C

D

S L O

P E

S L O

P E

17' - 6"

A

2 3 4

B

C

D

C1

A-301

STORAGE

MECH ROOM

MEN'S/WOMEN'S

TOILET

CONTROL ROOM

PUMP ROOM

A3

A-102

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO DRAWING A-001.

ARCHITECTURAL CEILING PLANS INDICATE DIMENSIONING AND

PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO MEP

DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION FOR MEP

SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION, FIRE

ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS,

LIGHTING, LIGHTING CONTROL DEVICES, AND ACCESS PANELS.

CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR.

ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS NOTED

OTHERWISE.

ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND OTHER

HARDWARE INSTALLED IN TILED CEILING SYSTEMS TO BE CENTERED IN

TILES IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE.

REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL CEILING FINISH

INFORMATION.

CENTER CEILING MOUNTED EXIT SIGNS WITHIN DOOR FRAME OR

OPENING. MOUNT 4" OFF FACE OF WALL.

ALIGN ALL SPRINKLERS, JUNCTION BOXES & SMOKE DETECTORS WITH

ADJACENT LIGHT FIXTURES, UNLESS NOTED OTHERWISE.

PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT RESTROOM

CEILINGS.

GENERAL NOTES: THIS DRAWING ONLY

1.

2.

3.

4.

5.

6.

7.

8.

9.

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:1

A

M

FJRP159073-A-102.dwg

A-102

94893

REFLECTED CEILING PLAN & ROOF PLAN

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

SCALE: 1/4" = 1'-0"A3

REFLECTED CEILING PARTIAL PLAN

SCALE: 1/8" = 1'-0"C1

ROOF PLAN

SCALE: 1/8" = 1'-0"A1

REFLECTED CEILING PLAN

0 4' 8' 16'

0 4' 8' 16' 0 2' 4' 8'

N

N N

ROOF DRAINAGE CALCULATIONS

ROOF AREA SLOPE

AREA

(SF)

PITCH

FACTOR

(SMACNA

TABLE 1-1)

ADDED

ROOF AREA

(SF)

TOTAL

AREA (SF)

DOWNSPOUT

QTY

TOTAL AREA

PER

DOWNSPOUT

DS

AREA/330

(SI) 100 YR

MINIMUM DOWNSPOUT

DIMENSION IPC (TABLE

1106.2(2) RAINFALL RATE: 100

YEAR FREQUENCY 3.7 IN/HR)

MINIMUM GUTTER

DIMENSION IPC (TABLE 116.6

RAINFALL RATE: 100 YEAR

FREQUENCY 3.7 IN/HR) 3/12

SLOPE

CANOPY 3/12 2,131 1.00 0 2,131 4 533 1.62 2" RECTANGULAR REQUIRED

3" X 4" PROVIDED (NOTE 2)

4" X 4" REQUIRED

5" X 5" PROVIDED

ROOF DRAINAGE NOTES:

MAIN ROOF DOWNSPOUTS TO DEPOSIT ABOVE

GRADE AT CONCRETE SPLASHBLOCKS.

PER SMACNA, DOWNSPOUTS OF LESS THAN 7" SQ.

CROSS SECTION SHOULD NOT BE USED.

1.

2.

KEY NOTES:

1.

2.

3.

4.

5.

6.

12" x 12" CEILING ACCESS PANEL.

STRUCTURAL FRAMING MEMBERS, TYP.

STANDING SEAM METAL ROOFING.

RIDGE FLASHING.

GUTTER.

PREFINISHED METAL DOWNSPOUT, TYP. OF 4.

X

100' - 0" AFF

FINISH FLOOR

A B C D

116' - 6" AFF

T.O. STEEL

PREFINISHED

GUTTER &

DOWNSPOUT

PREFINISHED

METAL WALL

PANEL

CONCRETE

SPLASHBLOCK

L1

PREFINISHED

METAL FASCIA

3' - 10" 5' - 4"

EXHAUST VENT;

SEE MECH

4" SPLIT FACE

CMU

EXTERIOR LIGHT,

TYP; RE: ELEC

100' - 0" AFF

FINISH FLOOR

116' - 6" AFF

T.O. STEEL

C1

A-301

PREFINISHED

STANDING SEAM

METAL ROOFING

PREFINISHED

METAL WALL PANEL

PREFINISHED METAL

DOWNSPOUT & CONCRETE

SPLASHBLOCK, TYP AT 4

CORNERS

OPEN

PREFINISHED METAL

GUTTER

EXHAUST; SEE

MECH

4" SPLIT FACE CMU

9'

10' - 0"

100' - 0" AFF

FINISH FLOOR

1 2 3 4

116' - 6" AFF

T.O. STEEL

C1

A-301PREFINISHED

STANDING SEAM

METAL ROOFING

PREFINISHED

METAL WALL PANEL

CONCRETE

SPLASHBLOCK, TYP

AT 4 CORNERS

PREFINISHED

METAL GUTTER &

DOWNSPOUT

OPEN4" SPLIT FACE

CMU

S101

100' - 0" AFF

FINISH FLOOR

ABCD

116' - 6" AFF

T.O. STEEL

PREFINISHED

METAL

GUTTER &

DOWNSPOUT

PREFINISHED

METAL WALL

PANEL

CONCRETE

SPLASHBLOCK

PREFINISHED

METAL TRIM AT

EDGE

W1 W1

102C 102D

4" GROUND

FACE CMU

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO DRAWING A-001.

SEE LOUVER AND WINDOW SCHEDULE DRAWING A-601 FOR

ADDITIONAL INFORMATION.

REFERENCE OVERALL ROOF PLAN FOR METAL DOWNSPOUT AND

GUTTER SIZING.

REFERENCE SHEET A-502 FOR PENETRATION DETAILS THRU FIRE

RATED CMU WALL.

PIPE SUPPORT PEDESTALS NOT SHOWN FOR CLARITY. REFER TO

STRUCT DWGS FOR LOCATION.

GENERAL NOTES: THIS DRAWING ONLY

1.

2.

3.

4.

5.

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:2

A

M

FJRP159073-A-201.dwg

A-201

94893

EXTERIOR BUILDING ELEVATIONS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

SCALE: 1/8" = 1'-0"B3

WEST ELEVATION

SCALE: 1/8" = 1'-0"C1

NORTH ELEVATION

0 4' 8' 16'

0 4' 8' 16'

0 4' 8' 16'

0 4' 8' 16'

SCALE: 1/8" = 1'-0"B1

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"C3

EAST ELEVATION

* EXTERIOR MATERIAL LEGEND

DESCRIPTION MANUFACTURER /COLOR

MORTAR MATCH CMU

CONCRETE MASONRY UNITS (GROUND FACE) ADAMS: ECHELON OLDCASTLE 9364

CONCRETE MASONRY UNITS (SPLIT FACE) ADAMS: ECHELON OLDCASTLE 9364

METAL WALL / FASCIA / LINER PANELS COLOR MATCH TO CENTRIA 993 OFF-WHITE

METAL ROOF PANELS WHITE

STEEL DOORS AND DOOR FRAMES COLOR MATCH TO CENTRIA 993 OFF-WHITE

DOWNSPOUTS & GUTTERS COLOR MATCH TO CENTRIA 993 OFF-WHITE

LOUVERS COLOR MATCH TO CENTRIA 993 OFF-WHITE

* BASIS OF DESIGN OR EQUIVALENT

ABCD

116' - 6" AFF

T.O. STEEL

A1

A-311

PUMP ROOM

STANDING SEAM

METAL ROOF

GUTTER

4" GROUND FACE CMU

W1 W1

LIGHT FIXTURE; SEE ELEC

PREFINISHED METAL

WALL PANEL

A4

A-502

SIM

SIM

100' - 0" AFF

FINISH FLOOR

ABCD

116' - 6" AFF

T.O. STEEL

CONTROL ROOM

MECH ROOM

STANDING SEAM

METAL ROOF

GUTTER / DOWNSPOUT

B1

A-502

A4

A-502

SIM

A3

A-311

A3

A-311OPP SIM

HOLLOW METAL DOOR

AND FRAME

100' - 0" AFF

FINISH FLOOR

116' - 6" AFF

T.O. STEEL

C1

A-301

CONTROL ROOM

102PUMP ROOM

A2

A-311 A3

A-311 SIMSIM

LIGHT FIXTURE;

SEE ELEC

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO DRAWING A-001.

SEE LOUVER AND WINDOW SCHEDULE DRAWING A-601 FOR

ADDITIONAL INFORMATION.

REFERENCE OVERALL ROOF PLAN FOR METAL DOWNSPOUT AND

GUTTER SIZING.

REFERENCE SHEET A-502 FOR PENETRATION DETAILS THRU FIRE

RATED CMU WALL.

PIPE SUPPORT PEDESTALS NOT SHOWN FOR CLARITY. REFER TO

STRUCT DWGS FOR LOCATION.

GENERAL NOTES: THIS DRAWING ONLY

1.

2.

3.

4.

5.

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:2

A

M

FJRP159073-A-301.dwg

A-301

94893

BUILDING SECTIONS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

SCALE: 1/8" = 1'-0"C1

BUILDING SECTION

SCALE: 1/8" = 1'-0"C3

BUILDING SECTION

SCALE: 1/8" = 1'-0"B1

BUILDING SECTION

0 4' 8' 16' 0 4' 8' 16'

0 4' 8' 16'

PREFINISHED

STANDING SEAM

METAL ROOF

STEEL STRUCTURE

PREFINISHED

METAL WALL

PANEL

CEILING AS

SCHEDULED

1" CONT POLYISO

INSULATION (R-5)

5/8" EXTERIOR GYPSUM

SHEATHING OVER 6" COLD-

FORMED METAL STUD

FLUID-APPLIED AIR

AND VAPOR BARRIER

4" SPLIT FACE

CMU

VAPOR BARRIER

FIBERGLASS BATT

INSULATION; R-19

WITH R-5 SPACER

BLOCKS AT PURLINS

WITH R-10 BETWEEN

PURLINS

CONTROL ROOM

FIBERGLASS BATT

INSULATION (R-13)

C2

A-502

B2

A-502

SIM

FIBERGLASS BATT

INSULATION; R-25

WITH R-0.375

THERMAL SPACER

BLOCK

WALL GIRT

5/8" MOISTURE RESISTANT

GWB

INTERIOR FURRING AT

LOCATIONS INDICATED

100' - 0" AFF

FINISH FLOOR

A

116' - 6" AFF

T.O. STEEL

PREFINISHED

METAL

GUTTER

PREFINISHED

METAL WALL

PANEL

WALL GIRT

EAVE STRUCTURE

SPLASHBLOCK

PREFINISHED

STANDING SEAM

METAL ROOFING

ROOF PURLIN

100' - 0" AFF

FINISH FLOOR

3 HR FIRE RATED

12" CMU WALL W/

VERT REINF; UL

U904

CEILING AS

SCHEDULED

WINDOW AS

SCHEDULED

FLUID-APPLIED AIR

AND VAPOR

BARRIER

BASE AS

SCHEDULED

1 1/2" CONT

POLYISO

INSULATION (R-7.6)

4" GROUND

FACE CMU

VAPOR BARRIER

PREFINISHED

METAL PANEL ON

Z-FURRING

INTERIOR

FURRING; SEE

PARTITION TYPES

COILING FIRE

SHUTTER AS

SCHEDULED

C1

A-502

B4

A-502

C4

A-502

FIBERGLASS BATT INSULATION;

R-19 WITH R-5 SPACER BLOCKS

AT PURLINS WITH R-10

BETWEEN PURLINS

PRECAST CONC

SILL

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO DRAWING A-001.

SEE LOUVER AND WINDOW SCHEDULE DRAWING A-601 FOR

ADDITIONAL INFORMATION.

REFERENCE OVERALL ROOF PLAN FOR METAL DOWNSPOUT AND

GUTTER SIZING.

REFERENCE SHEET A-502 FOR PENETRATION DETAILS THRU FIRE

RATED CMU WALL.

PIPE SUPPORT PEDESTALS NOT SHOWN FOR CLARITY. REFER TO

STRUCT DWGS FOR LOCATION.

GENERAL NOTES: THIS DRAWING ONLY

1.

2.

3.

4.

5.

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:2

A

M

FJRP159073-A-311.dwg

A-311

94893

WALL SECTIONS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

SCALE: 3/4" = 1'-0"A3

WALL SECTION

SCALE: 3/4" = 1'-0"A1

WALL SECTION

SCALE: 3/4" = 1'-0"A2

WALL SECTION

0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'

A-401

C3

C4

B3

MEN'S/WOMEN'S

TOILET

M A

T C

H

LI

N E

: S E

E D

R A

W

IN

G A

-1

GB-1

GB-1

MG-1

ø 5' - 0" A

BA

1'

0"

P3

P2A

P1A

P2B

TTD-1

PTD-1

100' - 0" AFF

FINISH FLOOR

GB-1

TTD-1

INTEGRAL

RESILIENT

BASE, RB-3

FIBERGLASS

REINFORCED

PANEL, FRP-1

FRP TRIM

GB-1

100' - 0" AFF

FINISH FLOOR

MG-1

TRAP INSULATION

GB-1

TTD-1

INTEGRAL RESILIENT

BASE, RB-3

FIBERGLASS

REINFORCED PANEL,

FRP-1

FRP TRIM

PTD-1

100' - 0" AFF

FINISH FLOOR

PTD-1

INTEGRAL RESILIENT

BASE, RB-3

FIBERGLASS REINFORCED

PANEL, FRP-1

FRP TRIM

NOTE: PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES AS NEEDED.

FFL

T O

IL

E

T P

A P

E R

D

IS

P E

N S

E R

P A

P E

R T

O W

E L

D

IS

P E

N S

E R

G

F G

I

" 40

(4 0"

M A

X

M

IR

R O

R A

B O

V E

L A

V A

T O

R Y

(1 5"

-4 8"

H E

IG

H

T M

O U

N T

IN

G

(A D

A R

E Q

U

IR

E D

R A

N G

E

F

IX

T U

R E

/E Q

U

IP

M E

N T

T Y

P E

ADA

COMPLIANT

INDICATOR

LEGEND

FFL

NOTE: FLUSH VALVE SHALL BE

LOCATED ON WIDE SIDE OF

STALLS

12" MIN.

36" MIN.

TOILET

PAPER

54" MIN.

42" MIN.

A

7.

M

IN

IC

C /A

N S

I

12" MAX.

TRANSFER

SIDE

39" - 41"

M

IN

7"- 9"

A B

A /A

D A

M

IN

24" MIN.

CLEAR

FLOOR

SPACE

48" MIN.

19" MAX.

17"-25"

M

IN

KNEE

CLEARANCE

8" MIN.

17" MIN.

11" MIN.

M A

X

B .O

. M

IR

R O

R

M A

X

M

IN

9" M

IN

6" MIN

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:3

A

M

FJRP159073-A-401.dwg

A-401

94893

ENLARGED TOILET PLAN & ELEVATIONS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

SCALE: 1/2" = 1'-0"C1

ENLARGED MEN'S/WOMEN'S TOILET

SCALE: 1/2" = 1'-0"C3

MEN'S/WOMEN'S TOILET

NORTH ELEVATION

SCALE: 1/2" = 1'-0"C4

MEN'S/WOMEN'S TOILET

WEST ELEVATION

0 1' 2' 4'

SCALE: 1/2" = 1'-0"B3

MEN'S/WOMEN'S TOILET

SOUTH ELEVATION

0 1' 2' 4'

0 1' 2' 4'

0 1' 2' 4'

NTSSCALE:A1

STANDARD ADA MOUNTING HEIGHTS

NTSSCALE:A3

GRAB BARS

NTSSCALE:B4

LAVATORIES

TOILET ACCESSORY SCHEDULE

TYPE DESCRIPTION

GB-1 PAIR OF GRAB BARS 36" LONG AND 42" LONG

MG-1 MIRROR - SURFACE MOUNTED, 24" X 36"

PTD-1 PAPER TOWEL DISPENSER; GFGI

TTD-1 TOILET TISSUE DISPENSER

N

TYPICAL PARTITION TYPES

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE OF

3 5/8" METAL STUDS @ 16" O.C.

INSULATION

SEE BASE DETAIL B4/A-501

HEAD DETAIL PER

SCHEDULE BELOW

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

CEILING

PLAN

BASE

1 LAYER OF 5/8" MOISTURE

RESISTANT GYPSUM

BOARD ON 3 5/8" METAL

FURRING

FACE OF COLUMN, WALL,

OR SUBSTRATE

SEE BASE DETAIL A4/A-501

P3

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

CEILING

PLAN

BASE

1 LAYER OF 5/8" GYPSUM BOARD

ON 3 5/8" METAL STUDS

SEE BASE DETAIL A4/A-501

METAL STUD BRACE @ 48" O.C. MAX.

EXTEND BRACE AND SECURE TO

ADJACENT STUD WALL

SCHEDULED CEILING

HEAD DETAIL PER

SCHEDULE BELOW

SEE HEAD DETAIL A3/A-501

INSULATION

GENERAL NOTES: PARTITION TYPES

WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED CMU OR

CONCRETE WALLS, SEAL WITH FIRE STOPPING SEALANT.

PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR

INSTALLATION OF EXTINGUISHER CABINETS, TOILET ACCESSORIES, ACCESS

PANELS, ELECTRICAL AND FIRE PROTECTION SYSTEM PANELS, UNLESS

NOTED OTHERWISE.

ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED

OTHERWISE. REFERENCE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

REFERENCE DRAWING A-101 FOR PARTITION TYPE LOCATIONS.

PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS

ON WET SIDE WALL.

PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT INTERIOR SURFACE OF

ALL EXTERIOR WALLS.

1.

2.

3.

4.

5.

6.

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

5/8" GYPSUM BOARD ON

METAL STUDS OR METAL

FURRING, SEE FLOOR PLANS

FOR PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

SEE FLOOR PLANS FOR

PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM RUNNER

SET IN SEALANT

GYPSUM BOARD ON

METAL STUDS, SEE

FLOOR PLANS FOR

PARTITION TYPE

SCHEDULED

CEILING

5/8" GYPSUM BOARD ON

METAL FURRING

UNDERSIDE FLOOR DECK

(METAL DECK OR CONC

SLAB)

6"

METAL STUD DIAGONAL

BRACING @ 4'-0" O.C.

(ALTERNATE DIRECTIONS) TO

UNDERSIDE OF METAL DECK

SCHEDULED CEILING

UNDERSIDE OF

METAL DECK OR

STRUCTURE ABOVE

6"

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:3

A

M

FJRP159073-A-501.dwg

A-501

94893

PARTITION TYPES

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

0 3" 6" 9"

SCALE: 3" = 1'-0"A4

INTERIOR PARTITION DETAILS

SCALE: 3" = 1'-0"B4

INTERIOR PARTITION DETAIL

SCALE: 3" = 1'-0"A3

INTERIOR PARTITION DETAIL

0 3" 6" 9"

0 3" 6" 9"

SCALE: 3" = 1'-0"B3

INTERIOR PARTITION DETAILS

0 3" 6" 9"

TYPE HEAD DETAIL

BASE

DETAIL TYPE COMMENTS

P1A B3/A-501 B4/A-501 3 5/8" METAL STUDS, PARTIAL HEIGHT WALL WITH

BLANKET INSULATION.

P1B B2/A-502 B4/A-501 3 5/8" METAL STUDS WITH BLANKET INSULATION.

TYPE HEAD DETAIL

BASE

DETAIL TYPE COMMENTS

P2A B3/A-501 SIM (GYP ONE SIDE ONLY) A4/A-501 3 5/8" METAL STUDS WITH BLANKET INSULATION.

P2B B3/A-501 SIM (GYP ONE SIDE ONLY) A4/A-501 3 5/8" METAL STUDS WITHOUT BLANKET INSULATION.

PANEL CLIP

STANDING SEAM METAL

ROOF

BEARING PLATE PER

ROOF INSTALLER

CONTINUOUS CLEAT

RIVET

FIELD PAN PANEL ENDS AS REQUIRED

WEBBED MASTIC

FOAM AND METAL

CLOSURE

RIDGE

FLASHING

MYLAR COATED TAPE

WEBBED MASTIC

ROOF PURLIN

RE: STRUCTURAL INTERIOR RIDGE TRIM AND

CONT INSULATION

BENT PLATE W/ VERTICAL

SLOT WELD TO ROOF

PURLIN AT VERTICAL

STUDS

STANDING SEAM

METAL ROOF

ROOF PURLIN

FIBERGLASS BATT

INSULATION

PARTITION TYPE

AS INDICATED

VERIFY DIMENSION BY

DISTANCE BETWEEN

FACE OF GWB TO

ROOF PURLIN 16" MAX.

3/

4"

4"

3 HR FIRE RATED 12" CMU W/

VERT REINF; GROUT SOLID

ALL CELLS; UL U904

STL ANGLE; SEE STRUCT

CUT BLOCK FILL W/ GROUT

CMU BOND BEAM

RIGID INSULATION

PREFINISHED METAL PANEL

ON Z-FURRING

PREFINISHED STANDING

SEAM METAL ROOF

FLUID-APPLIED AIR / VAPOR

BARRIER

THE DISTANCE BETWEEN THE TOP OF

WALL AND METAL DECK SHALL NOT

BE LESS THAN A 1/2 INCH OR

GREATER THAN 2 INCHES

PROVIDE 3 HOUR

FIRE STOPPING

ASSEMBLY SIMILAR

TO UL HW-D-0403

FILL VOID WITH MIN 4 PCF MINERAL

WOOL BATT INSULATION

COMPRESSED TO 50%

MINIMUM 1/2" THICK FLEXIBLE

FIRESTOP SEALANT BOTH SIDES

OF JOINT

1" CONT POLYISO INSULATION (R-5)

5/8" EXTERIOR GYPSUM SHEATHING

OVER 6" METAL STUD

FLUID-APPLIED AIR AND VAPOR BARRIER

4" SPLIT FACE CMU

FIBERGLASS BATT INSULATION (R-13)

PREFINISHED METAL WALL PANEL

WALL GIRT

CLOSURE STRIP

5/8" GYPSUM

BOARD

PREFINISHED "J" TRIM

SEALANT

PREFINISHED METAL FLASHING

TO MATCH METAL WALL PANELS

THERMAL SPACER BLOCK

1" CONT POLYISO INSULATION (R-5)

5/8" EXTERIOR

GYPSUM SHEATHING

OVER 6" METAL

STUD

FLUID-APPLIED AIR AND VAPOR

BARRIER

4" SPLIT FACE CMU

FIBERGLASS BATT

INSULATION (R-13)

5/8" GYPSUM

BOARD

CONCRETE SLAB; RE:

STRUCTURAL THRU-WALL FLASHING, EXTEND

MIN 8" VERTICAL ABOVE CAVITY

DRAINAGE MATERIAL

FLASHING TERMINATION

BAR WITH FASTENERS

CAVITY DRAINAGE MATERIAL

VENTED WEEPS @ 32" O.C.

3 HR RATED 12"

CMU WALL W/

VERT REINF;

GROUT SOLID

FLUID-APPLIED AIR AND

VAPOR BARRIER

BASE AS

SCHEDULED

1 1/2" CONT POLYISO

INSULATION (R-7.6)

4" GROUND FACE CMU

INTERIOR

FURRING; SEE

PARTITION TYPES

THRU-WALL FLASHING,

EXTEND MIN 8" VERTICAL

ABOVE CAVITY DRAINAGE

MATERIAL

VENTED WEEPS @

32" O.C.

CAVITY DRAINAGE

MATERIAL

FLASHING TERMINATION

BAR WITH FASTENERS

PREFINISHED METAL

WALL PANEL

CLOSURE STRIP

PREFINISHED

"J" TRIM

SEALANT

PREFINISHED METAL

FLASHING

FLUID-APPLIED AIR AND

VAPOR BARRIER

1 1/2" CONT POLYISO

INSULATION (R-7.6)

4" GROUND FACE CMU

3 HR RATED 12" CMU

W/ VERT REINF;

GROUT SOLID

METAL ROOFING

FILL SPACE ALL AROUND

STRUCTURAL MEMBER

WITH FIRESTOP SYSTEM

(UL SYSTEM NO. EQUAL

TO C-AJ-8210 OR C-

AJ-1022 FOR PIPE.)

SHEET METAL

FLASHING

CMU WALL

ROOF PURLIN

ROOF PURLIN THROUGH MASONRY

WALL

2" M

IN

D E

P T

H

P U

R

LI

N

1"

WIDTH

PURLIN 1"

FIRESTOP SEALANT

ALL AROUND BOTH

SIDES

(3 HOUR RATING) EQUAL TO UL SYSTEM

NUMBER W-J-1040 PIPE OR CONDUIT

PENETRATING CMU WALL w/o STEEL

SLEEVE DETAIL

CMU WALL

RE: WALL SECTIONS

FOR TYPE

MECHANICAL PIPE OR

ELECTRICAL CONDUIT

RE: MECH. AND ELEC. DWGS

FOR LOCATIONS AND SIZES

FIRESTOP SEALANT,

BOTH SIDES; MIN 1/2"

DIA BEAD AT CONTACT

POINT

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:3

A

M

FJRP159073-A-502.dwg

A-502

94893

DETAILS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

P. GREGORY

SCALE: 1 1/2" = 1'-0"A4

RIDGE DETAIL

0 1/2' 1' 1 1/2'

SCALE: 1" = 1'-0"B1

HEAD DETAIL AT METAL STUD WALL

0 1/2' 1' 2'

SCALE: 1 1/2" = 1'-0"C1

HEAD DETAIL AT CMU WALL

0 1/2' 1' 1 1/2'

SCALE: 3" = 1'-0"C2

METAL PANEL AT STUD WALL DETAIL

0 3" 6" 9"

SCALE: 3" = 1'-0"B2

STUD WALL BASE DETAIL

0 3" 6" 9"

SCALE: 3" = 1'-0"B4

CMU WALL BASE DETAIL

SCALE: 3" = 1'-0"C4

METAL PANEL AT CMU WALL DETAIL

0 3" 6" 9"

0 3" 6" 9"

NTSSCALE:A1

ROOF PURLIN THROUGH CMU DETAIL

NTSSCALE:A2

PIPE THROUGH CMU DETAIL

2"

SCHEDULE

DOOR PER 2"

4"

S C

H E

D U

LE

D O

O R

P E

R

2"

SCHEDULE

DOOR PER 2"

2"

S C

H E

D U

LE

D O

O R

P E

R

1.1 1.2NL-IN

D O

O R

P E

R S

C H

E D

U

LE

SCHEDULE

DOOR PER

D O

O R

P E

R S

C H

E D

U

LE

2'

1"

6"

6" 8"

SCHEDULE

DOOR PER

F

F-IN OH-S

S C

H E

D U

LE

D O

O R

P E

R

SCHEDULE

DOOR PER

3'

4'

3' - 4"

W1

2" TYP.

GLASS TYPES:

REFERENCE SPECIFICATION FOR GLASS TYPES

1 LOW-E INSULATED SAFETY GLAZING (1")

2 INSULATED LAMINATED (1")

GENERAL NOTES: ROOM FINISH SCHEDULE

REFER TO SPECIFICATIONS FOR THE BASIS OF DESIGN OR

EQUIVALENT MANUFACTURER TECHNICAL REQUIREMENTS.

REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING

DRAWINGS, AND ENLARGED PLAN DRAWINGS FOR ADDITIONAL

FINISH PLACEMENT INFORMATION.

REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS,

STRUCTURAL DRAWINGS AND COMMUNICATION DRAWINGS

FOR COORDINATION OF BUILDING FINISHES TO BUILDING

SYSTEMS.

REFER TO REFLECTED CEILING DRAWINGS FOR CEILING

HEIGHTS AND CEILING MATERIAL EXTENTS.

PROVIDE BLOCKING AS REQUIRED TO SECURE ALL WALL

MOUNTED ITEMS INCLUDING TOILET FIXTURES, TOILET

ACCESSORIES, MILLWORK, AND ANY OTHER WALL MOUNTED

OBJECT.

UNLESS NOTED OTHERWISE, ALL EXPOSED STRUCTURAL

STEEL TO BE PAINTED PE-1.

1.

2.

3.

4.

5.

6.

ALL INTERIOR DOORS/FRAMES AND INTERIOR SURFACE OF

EXTERIOR DOORS/FRAMES TO BE PA-2.

INTERIOR CAULKING TO MATCH ADJACENT WALL FINISH COLOR.

ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED.

PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS,

MISCELLANEOUS STEEL, PIPING, HANGERS, VALVES AND CONDUITS

EXCEPT PRE-FINISHED LINER PANELS AND FOAM GENERATORS.

THE PAINT COLOR SHALL BE AS INDICATED ON SCHEDULE. ALL FIRE

PROTECTION PIPING COLOR SHALL BE SAFETY RED.

ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND

ASSOCIATED SUPPORTING EQUIPMENT TO BE PAINTED TO MATCH

ADJOINING SURFACE UNLESS OTHERWISE REQUIRED BY CODE.

COORDINATE WITH MECHANICAL / ELECTRICAL FOR FINISHES ON

MECHANICAL OR ELECTRICAL EQUIPMENT.

DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES,

OPERATING PARTS, LABELS OR WARNINGS.

7.

8.

9.

10.

11.

12.

GENERAL NOTES: THIS SHEET ONLY

DIMENSIONS GIVEN IN DOOR, WINDOW AND LOUVER

SIZE COLUMN ARE FINISHED OPENING DIMENSIONS.

REFERENCE DRAWING A-611 FOR EXTERIOR DOOR,

WINDOW AND LOUVER DETAILS.

1.

2.

DOOR FRAME

RE: DOOR

SCHEDULE

DOOR

RE: DOOR SCHEDULE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

SEALANT

D O

O R

H E

IG

H

T S

E E

D O

O R

S C

H E

D U

LE

FRAME WIDTH

SEALANT TYP.

BOTH SIDES

DOOR FRAME

RE: SCHEDULE

DOOR

RE: DOOR SCHEDULE

BATT INSULATION

2" D

O O

R W

ID

T

H S

E E

D O

O R

S C

H E

D U

LE

JAMB ANCHORS

3 PER JAMB MIN.

1/2" 1/2"

FRAME WIDTH

METAL STUD WALL

RE: FLOOR PLANS FOR

WALL TYPE

SEALANT TYP. BOTH

SIDES

DOOR FRAME

RE: DOOR SCHEDULE

DOOR

RE: DOOR SCHEDULE

METAL STUD WALL

RE: FLOOR PLANS FOR

WALL TYPE

BATT INSULATION

1/2"1/2"

2" D

O O

R H

E

IG

H T

S E

E D

O O

R S

C H

E D

U

LE

FRAME WIDTH

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

1 5432

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:3

A

M

FJRP159073-A-601.dwg

A-601

94893

DOOR, WINDOW, LOUVER & ROOM FINISH

SCHEDULES

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

DOOR SCHEDULE

DOOR

NUMBER

DOOR FRAME

ASSEMBLY

RATING

DETAIL

HARDWARE

SET REMARKS

SIZE

TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILLWIDTH HEIGHT

102A PR. 3' - 0" 7' - 0" NL-IN HM PE-1 1.2 HM PE-1 - C1/A-611 B1/A-611 A1/A-611 1.0

102B - 3' - 0" 7' - 0" NL-IN HM PE-1 1.2 HM PE-1 - C1/A-611 B1/A-611 A1/A-611 2.0

102C - 3' - 4" 4' - 10" OH-S STL PREFIN STL PREFIN 3 HR C2/A-611 B2/A-611 A2/A-611 - 1

102D - 3' - 4" 4' - 10" OH-S STL PREFIN STL PREFIN 3 HR C2/A-611 B2/A-611 A2/A-611 - 1

103 - 3' - 0" 7' - 0" F HM PE-1 1.1 HM PE-1 - B2/A-601 B3/A-601 B5/A-601 3.0

104 PR. 3' - 0" 7' - 0" F-IN HM PE-1 1.2 HM PE-1 - C1/A-611 B1/A-611 A1/A-611 4.0

105 - 3' - 0" 7' - 0" F-IN HM PE-1 1.2 HM PE-1 - C1/A-611 B1/A-611 A1/A-611 5.0

DOOR AND FRAME LEGEND

FINISH

FINISH PE-1* PAINT-EPOXY

FINISH PREFIN PREFINISHED

MATERIAL

MATERIAL HM HOLLOW METAL

SIZE

SIZE - SINGLE DOOR

SIZE PR PAIR OF DOORS

TYPE

TYPE F FLUSH

TYPE F-IN FLUSH INSULATED

TYPE NL-IN NARROW LITE INSULATED

TYPE OH-S COILING FIRE SHUTTER

* FIELD APPLY PER PAINT SPECIFICATION FOR APPLICABLE

SUBSTRATE AND EXPOSURE.

WINDOW SCHEDULE

QUANTITY TYPE

SIZE SILL

HEIGHT

DETAIL

WIDTH HEIGHT HEAD JAMB SILL

2 W1 3' - 4" 4' - 0" 3' - 4" C3/A-611 B3/A-611 A3/A-611

LOUVER SCHEDULE

QUANTITY TYPE

SIZE SILL

HEIGHT

DETAILS

WIDTH HEIGHT HEAD JAMB SILL

1 L1 3' - 0" 2' - 0" 8' - 0" C4/A-611 B4/A-611 A4/A-611

NTSSCALE:C2

FRAME TYPES

NTSSCALE:C1

DOOR TYPES

SCALE: 1/4" = 1'-0"

WINDOW TYPE

0 2' 4' 8'

FINISH LEGEND - BASIS OF DESIGN OR EQUIVALENT

MATERIAL DESCRIPTION MANUF.

MODEL

NUMBER

PRODUCT

NUMBER COLOR REMARKS

BASE

RB-1 RESILIENT RUBBER BASE, 4" HIGH ROPPE - - DARK GRAY 150 STANDARD TOE PROFILE

RB-2 INTEGRAL RESILIENT RUBBER BASE,

4" HIGH

JOHNSONITE IQ OPTIMA - 853 THUNDERHEAD INTEGRAL TO RESILIENT SHEET

FLOORING

RB-3 INTEGRAL RESILIENT RUBBER BASE,

6" HIGH

JOHNSONITE IQ OPTIMA - 853 THUNDERHEAD INTEGRAL TO RESILIENT SHEET

FLOORING

CEILINGS

ACT-1 ACOUSTICAL CEILING TILE, 24" x 24" ARMSTRONG CIRRUS

TEGULAR

584 WHITE

EXP EXPOSED - - - - PAINT PE-1

GWB GYPSUM WALL BOARD - - - - PAINT PE-1

MR GWB MOISTURE RESISTANT GYPSUM

WALL BOARD

- - - - PAINT PE-1

PE-1 PAINT - EPOXY - CEILING SHERWIN WILLIAMS - - WHITE

FLOORING

CS-1 CONCRETE - SEALED - - - -

PE-2 EPOXY - HIGH PERFORMANCE

COATING

- - - - SLIP-RESISTANT

RF-1 RESILIENT FLOORING -

HOMOGENEOUS VINYL SHEET

JOHNSONITE IQ OPTIMA - 853 THUNDERHEAD

WALLS

FRP-1 FIBERGLASS REINFORCED PANEL MARLITE INDURO FRP - D381 FASHION GREY

PA-1 PAINT SHERWIN WILLIAMS - - AGREEABLE GRAY

SW7029

PA-2 PAINT SHERWIN WILLIAMS - - DOVETAIL SW7018 METAL DOORS & FRAMES

ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR

BASE WALLS

CEILINGMATERIAL NORTH EAST SOUTH WEST

101 PUMP ROOM PE-2 - - - - - EXP

102 CONTROL ROOM RF-1 RB-2 PA-1 PA-1 PA-1 PA-1 ACT-1

103 MEN'S/WOMEN'S TOILET RF-1 RB-3 FRP-1 FRP-1 FRP-1 FRP-1 MR GWB

104 MECH ROOM CS-1 RB-1 PA-1 PA-1 PA-1 PA-1 EXP

105 STORAGE CS-1 RB-1 PA-1 PA-1 PA-1 PA-1 GWB

B1

0 3" 6" 9"SCALE: 3" = 1'-0"B5

DOOR SILL

SCALE: 3" = 1'-0"B3

DOOR JAMB

SCALE: 3" = 1'-0"B2

DOOR HEAD

0 3" 6" 9"0 3" 6" 9"

1. MANUALLY OPERATED COILING FIRE SHUTTER W/ FUSIBLE

LINK BOTH SIDES OF WALL. LOCATE FUSIBLE LINK 12 INCHES

FROM THE CEILING.

DOOR SCHEDULE REMARKS:

RIGID INSULATION

6" METAL STUDS

HM FRAME,

GROUT SOLID

CONTINUOUS

VAPOR BARRIER

CONTINUOUS

SEALANT WITH

BACKER ROD, BOTH

SIDES

4" SPLIT FACE

CMU

MTL FLASHING

CONT. GALV

STEEL ANGLE

PAINT TO

MATCH DOOR

FRAME

5/8" GYPSUM

BOARD

1" AIR SPACE

5/8" GYPSUM

SHEATHING

FLASHING

TERMINATION BAR

WITH FASTENERS

MORTAR NET

WEEPS @ 32" O.C.

DOOR FRAME

RE: DOOR

SCHEDULE

DOOR

RE: DOOR

SCHEDULE

SEALANT TYP.

BOTH SIDES

GROUT JAMB FULL

FRAME WIDTH

RIGID INSULATION

6" METAL STUDS

CONTINUOUS

VAPOR BARRIER

4" SPLIT FACE

CMU

1" AIR SPACE

5/8" GYPSUM

BOARD

5/8" GYPSUM

SHEATHING

SEE WINDOW

SCHEDULE

SEALANT TYP.

BOTH SIDES

CMU WALL

RE: STRUCTURAL

FOR REINFORCING

RIGID INSULATION

CONTINUOUS VAPOR

BARRIER

4" SPLIT FACE CMU

REINFORCED

PRECAST CONCRETE

SILL BELOW

OVERHEAD

COILING DOOR

AND TRACK

PRECAST SILL

PROVIDE

BULLNOSE

CORNER

PAINT CMU TO

MATCH WALL

RIGID INSULATION

8" CMU BOND

BEAMS

SEE WINDOW SCHEDULE

CONT VAPOR

BARRIER

CONTINUOUS SEALANT WITH

BACKER ROD, BOTH SIDES

4" GROUND FACE

CMU

CONT. GALV.

STEEL ANGLE

PAINT TO MATCH

WINDOW FRAME

MORTAR NET

WEEPS @ 32" O.C.

OVERHEAD COILING

DOOR HOOD, VERIFY

INSTALLATION W/

DOOR MANUF'S

WARRANTY AND

RECOMMENDATIONS

FOR ATTACHMENT

PAINT CMU TO MATCH

INTERIOR WALL

RIGID INSULATION

SEE WINDOW SCHEDULE

CONT VAPOR

BARRIER

4" SPLIT FACE CMU

CONT. JOINT SEALANT AND

BACKING, TYP.

SHIM AS REQUIRED

PRECAST

CONCRETE SILL

1" AIR SPACE

OVERHEAD COILING

DOOR

CONT GALV STL

ANGLE

THRU WALL

METAL

FLASHING

5"

REINFORCED PRECAST

CONCRETE SILL; 3 HR

FIRE RATING BASED ON

IBC TABLE 721.1(2) ITEM

4-1.1; PAINT TO MATCH

WALL

5/

8"

RIGID INSULATION

6" METAL STUDS

CONTINUOUS

VAPOR BARRIER

CONTINUOUS

SEALANT WITH

BACKER ROD, BOTH

SIDES

4" SPLIT FACE

CMU

MTL FLASHING

CONT. GALV

STEEL ANGLE

PAINT TO

MATCH DOOR

FRAME

5/8" GYPSUM

BOARD

1" AIR SPACE

5/8" GYPSUM

SHEATHING

4" LONG ALUMINUM

CLIP ANGLES WITH

SELF-DRILLING

SCREWS (2 PER CLIP

AT 18" O.C MAX.

ALUMINUM LOUVER

BIRD SCREEN

FLASHING

TERMINATION BAR

WITH FASTENERS

WEEPS @ 32" O.C.

MORTAR NET

SEALANT TYP.

BOTH SIDES

RIGID INSULATION

6" METAL STUDS

CONTINUOUS

VAPOR BARRIER

4" SPLIT FACE

CMU

1" AIR SPACE

5/8" GYPSUM

BOARD

5/8" GYPSUM

SHEATHING

CONTINUOUS

SEALANT WITH

BACKER ROD, BOTH

SIDES

4" LONG ALUMINUM

CLIP ANGLES WITH

SELF-DRILLING

SCREWS (2 PER CLIP

AT 18" O.C MAX.

ALUMINUM LOUVER

BIRD SCREEN

RIGID INSULATION

6" METAL STUDS

CONTINUOUS

VAPOR BARRIER

CONTINUOUS

SEALANT WITH

BACKER ROD, BOTH

SIDES

4" SPLIT FACE CMU

CONT. GALV

STEEL ANGLE

5/8" GYPSUM

BOARD

1" AIR SPACE

3/4" PLYWOOD

SHEATHING

4" LONG ALUMINUM

CLIP ANGLES WITH

SELF-DRILLING

SCREWS (2 PER CLIP

AT 18" O.C MAX. FLASHING

WALL BEYOND

SEE DOOR

SCHEDULE

CONCRETE

STOOP

FINISH FLOOR -

SEE ROOM FINISH

SCHEDULE

METAL

THRESHOLD

CMU WALL

BEYOND

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:4

A

M

FJRP159073-A-611.dwg

A-611

94893

DOOR, WINDOW & LOUVER DETAILS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

SCALE: 3" = 1'-0"C1

DOOR HEAD

SCALE: 3" = 1'-0"B1

DOOR JAMB

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

SCALE: 3" = 1'-0"B2

WINDOW JAMB

SCALE: 3" = 1'-0"C2

WINDOW HEAD

SCALE: 3" = 1'-0"A2

WINDOW SILL

SCALE: 3" = 1'-0"C4

LOUVER HEAD

SCALE: 3" = 1'-0"B4

LOUVER JAMB

SCALE: 3" = 1'-0"A4

LOUVER SILL

SCALE: 3" = 1'-0"A1

DOOR SILL

4' -0

T

O

'-0

BASE LINE OF HIGHEST COPY MOUNTED

NO HIGHER THAN 60" AFF

BASELINE OF LOWEST COPY MOUNTED

NO LOWER THAN 48" AFF

MOUNT SIGN ON LATCH SIDE OF DOOR

MIN. TO CENTER

9"

4' -0

T

O

'-0

EQ EQ

E Q

E Q

BASE LINE OF HIGHEST COPY MOUNTED

NO HIGHER THAN 60" AFF,

BASELINE OF LOWEST COPY MOUNTED

NO LOWER THAN 48" AFF

MOUNT SIGN ON CENTER OF DOOR.

MECHANICAL

ROOM

6"

6"

PERMANENT TEXT 1 1/4"

HIGH HELVETICA NEUE

65 MEDIUM & BRAILLE;

SEE SCHEDULE FOR

MESSAGE AND NUMBER

EXTERIOR GRADE

PREFINISHED SIGN

SUBSTRATE

NO SMOKING WITHIN

25' OF BUILDING

6"

6"

PERMANENT TEXT

HELVETICA NEUE 65

MEDIUM

EXTERIOR GRADE

PREFINISHED

ALUMINUM SIGN

SUBSTRATE

GENERAL NOTES: SIGNAGE

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

REFER TO SIGNAGE PLAN FOR LOCATION OF INTERIOR AND

EXTERIOR SIGNAGE.

REFER TO SIGNAGE DETAILS FOR SIGNAGE CONSTRUCTION

AND MOUNTING ELEVATION.

REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATION

OF SIGNAGE INSTALLATION TO WALL CONSTRUCTION.

SIGNAGE MUST BE ANCHORED THRU THE SURFACE APPLIED

WALL FINISHES TO THE SUBSTRATE WALL.

ALL HARDWARE/MOUNTING ATTACHMENTS TO BE CONCEALED

AND APPROPRIATE FOR THE RECEIVING BUILDING SURFACE.

ALL SIGNAGE SHALL COMPLY WITH THE MOST CURRENT

VERSION OF THE AMERICANS WITH DISABILITIES ACT (ADA).

INSTALL FIRE EXTINGUISHER IDENTIFICATION SIGN ABOVE ALL

FIRE EXTINGUISHER CABINETS AND WALL BRACKET MOUNTED

EXTINGUISHERS. SEE LIFE SAFETY PLANS FOR FIRE

EXTINGUISHER LOCATIONS.

CONSTRUCT EXTERIOR GRADE SIGNAGE WITH MATERIAL

APPROPRIATE FOR EXTERIOR USAGE.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING WITH SIGNAGE MANUFACTURER(S) TO

PROVIDE ANY ADDITIONAL SIGNAGE AS REQUIRED BY

GOVERNING MUNICIPALITY AT THE SITE LOCATION.

ALL MESSAGE TEXT AS SHOWN ON THE SIGN SCHEDULE IS A

PLACE HOLDER ONLY AND IS NOT THE FINAL TEXT MESSAGE.

ALL MESSAGE TEXT SHALL BE CONFIRMED BY GOVERNMENT

END USER PRIOR TO SIGNAGE SHOP DRAWINGS. ALLOW FOR

MAXIMUM 4 DIGIT ROOM NUMBERS AND MINIMUM 25

CHARACTER ROOM NAMES TYPICAL FOR ALL SIGNS.

PROVIDE EXTERIOR BUILDING NUMBER SIGN PER BASE

STANDARDS AND IN ACCORDANCE WITH SIGN STANDARDS

UFC 3-120-1.

A

2 3 4

B

C

D

CONTROL ROOM

PUMP ROOM

MECH ROOM

MEN'S/WOMEN'S

TOILET

STORAGE

S102A

S102B

S105A

S104

S102C

S103

S105B

S101

SEE ELEVATIONS

6"

8"

3/4" HIGH PERMANENT

RAISED TEXT & BRAILLE

3/8" THICK MATTE ACRYLIC

BACKGROUND

4" PICTOGRAM BASED ON SIGN

LOCATION. WHITE PICTOGRAM.

RESTROOM

1' - 0"

1'

1" TYP.

10" HIGH PERMANENT TEXT

HELVETICA NEUE 65 MEDIUM

EXTERIOR GRADE

PREFINISHED ALUMINUM

SIGN SUBSTRATE

NO CHEMICAL OR

USED FILTER

STORAGE

ALLOWED IN THIS

AREA

6"

6"

PERMANENT TEXT

HELVETICA NEUE 65

MEDIUM

EXTERIOR GRADE

PREFINISHED SIGN

SUBSTRATE

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

DESCRIPTION

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C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

KANSAS CITY, MISSOURI

INITDATEREV.

REVISIONS

ENGINEERS ARCHITECTS & CONSULTANTS

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

Project No. - FJRP159073

/6

/2

:0

:4

A

M

FJRP159073-A-701.dwg

A-701

94893

SIGNAGE SCHEDULE & DETAILS

OCTOBER 2017

L. SUNDERLAND E. VELAZQUEZ

A. CANTORIA

NTSSCALE:D1

TYPICAL SIGN INSTALLATION -TYPE 1

NTSSCALE:D2

SIGN INSTALLATION - TYPE 2

SCALE: 6" = 1'-0"D3

SIGN TYPE A

SCALE: 6" = 1'-0"C2

SIGN TYPE C

SIGNAGE SCHEDULE

SIGN TAG SIGN TYPE

SIGNAGE MESSAGE

SIGN INSTALLATION (SEE

DETAILS D1 & D2/A-701)

ROOM

NUMBER TEXT

S101 D - - SEE BUILDING ELEVATION

S102A A 102 CONTROL ROOM TYPE 1

S102B A 102 CONTROL ROOM TYPE 1

S102C C - - TYPE 2

S103 B - RESTROOM TYPE 1

S104 A 104 MECHANICAL ROOM TYPE 1

S105A A 105 STORAGE ROOM TYPE 1

S105B E - - TYPE 2

SCALE: 1/8" = 1'-0"A1

SIGNAGE PLAN

0 4' 8' 16'

N

SCALE: 6" = 1'-0"C1

SIGN TYPE B

0 1" 2" 4"3" 0 1" 2" 4"3"

0 1" 2" 4"3"

SCALE: 3" = 1'-0"C3

SIGN TYPE D

0 3" 6" 9"

SCALE: 6" = 1'-0"A3

SIGN TYPE E

0 3" 6" 9"