W912QR20B0012_Plans-0003.pdf

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new maintenance hangar for HC-130J located at Patrick AFB, Florida
Solicitation number
W912QR20B0012
Issued by

About this file

This document outlines a federal contract opportunity for construction services. The solicitation is for the construction of a new HC-130J maintenance hangar at Patrick Air Force Base in Florida, with an estimated construction cost between $10-25 million under NAICS code 236220. The contract is a full and open procurement that requires a 10% price evaluation preference for HUBZone small businesses. Offerors must register in the System for Award Management and comply with various CCR/ORCA requirements. Funding is not presently available and no award will be made until appropriated funds are allocated. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville.

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PATRICK, FLORIDA

HC-130J GENERAL MAINTENANCE HANGAR

PROJECT P2 NO. 472236

PROJECT NO. SXHT203000

ISSUE DATE: 07/30/20

CERTIFIED FINAL - AMENDMENT 0003

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A. GENERAL

1. ENGINEERED MASONRY IS DESIGNED IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS

FOR MASONRY STRUCTURES" ACI 530/ ASCE 5/ TMS 402, 2013.

2. UNITS: ASTM C90, NORMAL WEIGHT EXCEPT OVEN-DRY WEIGHT SHALL NOT BE LESS THAN 125

PCF.

COMPRESSIVE STRENGTH = 2000 PSI MINIMUM

MORTAR: ASTM C270 TYPE S, PROPORTION METHOD ASSEMBLY/PRISM MINIMUM

COMPRESSIVE STRENGTH, f'm = 2000 PSI

GROUT: ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2000 PSI, SLUMP = 8" TO 11".

REINFORCING STEEL BARS: ASTM 615 GRADE 60

3. FULLY GROUT ALL CELLS CONTAINING REINFORCING STEEL. PROVIDE MASONRY UNITS WITH MINIMUM SPACE IN CELLS TO RECIEVE GROUT OF 3"X3" AND ALIGN THESE CELLS TO PROVIDE

UNOBSTRUCTED OPENINGS.

a. FULLY GROUT ALL CELLS WHERE EQUIPMENT IS ATTACHED TO MASONRY WALL.

EQUIPMENT WEIGHT SHALL NOT EXCEED 300 LBS. COORDINATE ANCHORAGE WITH

MANUFACTURER'S REQUIREMENTS. COORDINATE EQUIPMENT LOCATIONS WITH

MECH/ELEC/ARCH AND FP DWGS.

4. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT THE TIME OF

PLACEMENT. RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER INITIAL WATER

LOSS AND SETTLEMENT HAS OCCURRED.

5. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR TO

INITIAL SET. GROUT CONTINUOUSLY BETWEEN CONTROL JOINTS USING POUR HEIGHTS NOT

EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO INTERRUPTIONS EXCEEDING 1

HOUR.

6. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN CMU WALLS AS FOLLOWS:

#4 BARS: MINIMUM 30 INCHES

#5 BARS: MINIMUM 45 INCHES

#6 BARS: MINIMUM 54 INCHES

7. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".

8. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.

9. PROVIDE LATERAL SUPPORT AT THE TOP OF WALLS, UNLESS INDICATED OTHERWISE. SEE

NOTE E.

10. FULL MORTAR BEDDING SHALL BE EMPLOYED WHEN CONSTRUCTING PARTIALLY GROUTED

MASONRY WALLS.

11. ARCHITECTURAL COMPONENTS SUCH AS SEALANT, FLASHING, ETC, ARE NOT ILLUSTRATED IN

DETAILS. SEE ARCHITECTURAL DRAWINGS FOR THESE COMPONENTS.

12. SEE SPECIAL INSPECTION SPECIFICATION 01 45 35 FOR MASONRY SPECIAL INSPECTION

REQUIREMENTS.

13. SEE ARCHITECTURAL DRAWINGS FOR BRICK EXPANSION JOINT LOCATIONS IF APPLICABLE

FOR PROJECT.

14. MASONRY UNITS SHALL NOT BE FIELD MODIFIED UNLESS INTENDED TO BE MODIFIED.

15. U SHAPED BOND BEAMS SHALL BE USED AT WALL OPENING HEAD LOCATIONS.

16. KNOCK OUT BOND BEAMS SHALL BE USED AT WALL BOND BEAM LOCATIONS.

17. OPEN END MASONRY UNITS MAY BE USED TO FACILITATE WALL CONSTRUCTION.

18. DOUBLE OPEN END UNITS MAY BE USED WHEN WALL IS SOLID GROUTED.

B. VERTICAL REINFORCING

1. UNLESS NOTED OTHERWISE INDICATED, PROVIDE:

a. (1) #6 VERTICAL AT 32" ON CENTER FOR 8" EXTERIOR CMU

b. (2) #6 VERTICAL AT 32" ON CENTER FOR 12" CMU

c. (1) #6 VERTICAL AT 16" ON CENTER FOR 8" INTERIOR CMU

d. (1) #6 VERTICAL AT 32" ON CENTER FOR 8" CMU AT TRASH ENCLOSURE.

e. (1) #4 VERTICAL AT 48" ON CENTER FOR 6" INTERIOR CMU

2. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT INTERSECTION OF WALLS, AND AT EACH

SIDE OF ALL MASONRY OPENINGS GREATER THAN 10" IN WIDTH. ADDED VERTICAL

REINFORCEMENT SHALL BE CONTINUOUS FOR THE FULL HEIGHT OF WALL UNO. SEE TYPICAL

JAMB DETAILS.

3. PROVIDE FOUNDATION DOWEL SAME SIZE AND LOCATION AS VERTICAL BARS IN THE WALL

ABOVE. SHALL BE LOCATED AT EACH VERTICAL WALL REINFORCEMENT. DOWELS SHALL BE

CAST A MINIMUM OF 2" GREATER THAN REQUIRED LAP SPLICE. AT THICKENED SLABS,

EXTEND CAST-IN-PLACE DOWELS TO WITHIN 2" OF THE BOTTOM OF SLAB AND PROVIDE A

STANDARD 90° HOOK OR IF POST-INSTALLED, EPOXY DOWEL WITHINT 2" OF BOTTOM OF SLAB.

4. CONTRACTOR'S OPTION TO PROVIDE THREADED MECHANICAL COUPLERS IN LIEU OF FULL

CONTACT LAP SPLICES WHERE 2 REINFORCING BARS ARE REQUIRED IN ONE CMU CELL AND

AT ALL WALL INTERSECTIONS FOR 8" CMU.

5. EXTEND ALL VERTICAL BARS FROM THE BOTTOM COURSE THROUGH THE TOP MOST BOND

BEAM.

C. HORIZONTAL REINFORCING

1. CONSTRUCT BOND BEAMS USING 2-#5 HORIZONTAL UNO.

2. PROVIDE BOND BEAMS AT 2'-0" MAX VERTICAL SPACING WHERE NOT INDICATED ON

DRAWING, OR AT OTHER ELEVATIONS AS INDICATED.

3. LOCATE BOND BEAMS AT THE BOTTOM-MOST COURSE AND THE TOP-MOST OR AT

THE SECOND FROM TOP-MOST COURSE AS PRACTICAL TO PROVIDE CONT BEAM.

4. PROVIDE BOND BEAM BELOW ALL MASONRY OPENINGS AND EXTEND 40db NOT LESS

THAN 24" BEYOND EACH SIDE OF OPENING.

5. PROVIDE STD HOOK AT END OF BAR WHEN DEVELOPMENT LENGTH CANNOT BE

ACHIEVED

D. EXPANSION / CONTRACTION JOINTS:

a. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE TOP OF THE CMU WALL AND THE

BOTTOM OF THE STRUCTURE, EXCEPT AT LOAD BEARING WALLS.

b. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE END OF AN INTERIOR CMU WALL

AND THE SIDE OF A BEAM.

c. PROVIDE CONTINUOUS COMPRESSIBLE FILLER OR FIRE SAFEING INSULATION

AS REQUIRED (FULL WIDTH AND FULL LENGTH) OF THE SAME THICKNESS AS

THE JOINT.

E. TOP CLIP SUPPORTS:

1. PROVIDE BENT PLATE SUPPORTS PER S-010, EXCEPT AT LOAD-BEARING WALLS.

2. LOCATE AT DISCONTINUOUS ENDS OF WALLS AND AT EACH SIDE ABOVE OPENINGS

WIDER THAN 6'-6".

3. TWO CELLS UNDER EACH TOP CLIP SHALL BE FULLY GROUTED. SOLID MASONRY

UNITS MAY BE PROVIDED.

F. LINTELS:

1. PROVIDE MASONRY LINTELS ABOVE OPENINGS IN MASONRY WALLS AS REQUIRED.

SEE DETAILS ON S-010.

CONCRETE MASONRY UNIT (CMU) NOTES:

LINTEL

DOWEL (TYP)

SEE NOTE B.3

T.O. WALL

FLOOR

BOND

BEAM,

SEE C.1

FULL HEIGHT VERTICAL

REINFORCING AT BEARING

OF LINTEL (TYP) PROVIDE

JAMBS PER

TYPICAL VERTICAL

REINFORCING FILL

CELLS W/ GROUT

SEE NOTE B.1

WHERE BOND BEAM

OCCURS BELOW BEAM

POCKET, EXTEND BOND

BEAM 2'-0" BEYOND

VERTICAL REINF EA

SIDE. WHERE WALL

TERMINATES, PROVIDE

HOOK IN BOND BEAM

REINFORCEMENT.

/A1 S-010

SEE NOTE C.3.

PROVIDE (1) COURSE

CONT. BOND BEAM

BELOW BEAM

MECHANICAL

COUPLERS,

SEE NOTE B.4

VERTICAL

REINF. AS REQ'D.

FILL WITH

GROUT

CMU BOND BEAM

HORIZ REINF. AS REQ'D

METAL LATH SCREEN

TYP BOND BEAM

VERT REINF

FILL CELLS

W/ GROUT

CMU WALL

BOND BEAM

REINFORCEMENT

CMU WALL

STD 90° HOOK

VERT WALL

REINF (TYP)

LAP

SPLICE

STD HOOK STD HOOK

L A

P S

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BOND BEAM REINF

VERT WALL REINF

CMU WALL

VERT WALL REINF

CENTERED IN CELL,

FILL CELL W/ GROUT

CMU WALL

TWO CURTAINS

ONE CURTAIN

LESS THAN 24"

40db NOT OPENING WIDTH

LESS THAN 24"

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BOTH SIDES OF OPENING

SEE NOTE B.2 AND TYPICAL

JAMBS ON S-010

BOND BEAM W/

(2) #5 CONTINUOUS

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DETAIL AT BOND BEAMS TYPICAL CMU WALL

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(9-FEET DEEP)

CLOSE OFF AREA ABOVE HANGAR DOOR

RAILS AND STRUCTURE TO PREVENT

BIRD ACCESS WHEN DOORS ARE OPEN

HANGAR DOOR GUIDE

RAILS BY MANUFACTURER

HORIZONTAL BIRD NETTING (OPTION D)

AT BOTTOM OF STRUCTURAL TRUSS

INSTALL BIRD NETTING (OPTION D)

AROUND FIRE SUPPRESSION FOAM

GENERATOR ENCLOSURES

PROVIDE ACCESS THRU BIRD NETTING

(OPTION D) FOR EQUIPMENT MAINTENANCE

2'

4"

2'

4"

0"

UPPER SOFFIT

METAL GUTTER

METAL DOWNSPOUT BELOW

145' - 4 1/2"

145' - 4 1/2"

164' - 8 3/4"

145' - 4 1/2"

HORIZONTAL SOFFIT PANEL

(MP-4) ON INSIDE OF HANGAR

RE: B4 / A-123 FOR BID

OPTION C FLOOR PLAN

GENERAL NOTES:

1.

2.

SEE SHEET A-120 FOR GENERAL REFLECTED CEILING PLAN

NOTES AND LEGEND.

SEE SHEET A-121 FOR ROOM SCHEDULE.

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STRUCTURAL TRUSS

HORIZONTAL SOFFIT

PANEL (MP-1)

DRAFT CURTAINS

(9-FEET DEEP)

CLOSE OFF AREA ABOVE HANGAR DOOR

RAILS AND STRUCTURE TO PREVENT

BIRD ACCESS WHEN DOORS ARE OPEN

HANGAR DOOR GUIDE

RAILS BY MANUFACTURER

INSTALL BIRD NETTING (OPTION D)

AROUND FIRE SUPPRESSION

FOAM GENERATOR ENCLOSURES

PROVIDE ACCESS THRU BIRD NETTING

(OPTION D) FOR EQUIPMENT MAINTENANCE

2'

4"

2'

4"

0"

145' - 4 1/2"

145' - 4 1/2"

164' - 8 3/4"

UPPER SOFFIT

METAL GUTTER

METAL DOWNSPOUT BELOW

145' - 4 1/2"

OPTION A

HORIZONTAL SOFFIT PANEL

(MP-4) ON INSIDE OF HANGAR

RE: B4 / A-124 FOR BID

OPTION A FLOOR PLAN

GENERAL NOTES:

1.

2.

SEE SHEET A-120 FOR GENERAL REFLECTED CEILING PLAN

NOTES AND LEGEND.

SEE SHEET A-121 FOR ROOM SCHEDULE.

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GROUND FLOOR

100' - 0"

1 2 3 4 5 8 9 106 7

LOW ROOF EAVE

116' - 8"

TOP OF HANGAR EAVE

168' - 1 1/2"

HANGAR FLOOR SLAB @

DOOR TRACK

98' - 8 1/2"

C3

A-303 A2

A-302

1.8 9.2

2.1

2.2

2.13

2.15

2.10

3" / 1'-0"

0 11

2.2

101D101C

/2

2.10

TYP

2.11

HORIZONTAL PANEL

JOINT RE: A3/A-202.

2.14

2.16

TYP.

3" / 1'-0"

2.3 2.3

2.17

2.19

D O

O R

H E

IG

H

T

GROUND FLOOR

100' - 0"

ABF CDEG

A2

A-301

BOTTOM OF HANGAR EAVE

154' - 1 1/4"

LOW ROOF EAVE

116' - 8"

TOP OF HANGAR EAVE

168' - 1 1/2"

F.5

C2

A-302

C2

A-301

H

101A

L01 L11

2.1

2.2

2.6

2.4

2.7

2.8

2.10

3" / 1'-0"

B1

A-359

B4

A-359

J

T O

P O

F M

A S

O N

R Y

TYP

20' - 0" A4

A-201

2.11

2.1

HORIZONTAL PANEL JOINT

RE: A3/A-202.

2.9

TYP

2.14

TP012.15

2.13

2.16

TYP.

1 1/2" / 1'-0"

2.15

5' - 0" 30' - 0" 22' - 4" 22' - 4" 30' - 0"

116' - 0"

L31

4' - 0"4' - 0"

2.3

2.17

2.18 2.19

/2

2.15

8'

4"

A1

A-622

FG F.5H

A4

A-357

2.11

2.1

2.2

2.15

3" / 1'-0"

A1

A-357

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Louisville District

US Army Corps of

Engineers ®

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SCALE: 1/16" = 1'-0"C1

SOUTH ELEVATION

SCALE: 1/16" = 1'-0"A1

WEST ELEVATION

EXTERIOR FINISHES

DESCRIPTION (BASIS OF DESIGN):

2.1 STANDING SEAM METAL ROOF PANEL CENTRIA

SRS-3, COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND

FASCIA COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:

BEST MATCH TO PATRICK AFB CONCH SHELL

2.4 PREFINISHED ALUMINUM LOUVER COLOR TO

MATCH ADJACENT WALL COLOR.

2.5 ALUMINUM WINDOW WITH INSULATED GLASS

FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.

2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.

COLOR: BLACK.

2.7 INSULATED TRANSLUCENT WALL PANEL WITH

BLACK COATED FRAME. KALWALL CRYSTAL -

INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622

2.8 INSULATED OVERHEAD COILING DOOR COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.9 PREFINISHED SHEET METAL EXPANSION JOINT

COVER. COLOR BEST MATCH TO ADJACENT WALL.

2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED

METAL PANEL, 2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.11 MP-3 - CONCEALED FASTENER NON INSULATED

METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL

PANEL, COLOR: MANUFACTURER STANDARD COLOR

MATCH TO WHITE HANGAR INTERIOR.

2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER

STANDARD "DARK RED" COLOR MATCH TO TERRA

COTTA BASE STANDARD.

2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL

2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND

DOWNSPOUT COLOR: BLACK.

2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO

A-700 SERIES DRAWINGS

2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL

DRAWINGS

2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS

2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

SCALE IN FEET

0 8' 16' 32'

SCALE IN FEET

0 8' 16' 32' SCALE: 3/16" = 1'-0"A4

PARTIAL ELEVATION AT ROOF

SCALE IN FEET

0 4' 8' 12'

C

E R

T

IF

IE

D

F

IN

A L

/0 /2

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/1 /2

W

2Q R

B0

2_

Pl an s-

123458910 67

BOTTOM OF HANGAR EAVE

154' - 1 1/4"

LOW ROOF EAVE

116' - 8"

TOP OF HANGAR EAVE

168' - 1 1/2"

BOTTOM OF NOSE BAY EAVE

126' - 3"

A3

A-205

C3

A-303

A2

A-302

1.89.2

138C 101H

L03 L02L04

2.1

2.6

2.2

2.8

2.4

2.10

C1

A-357

A3

A-358

C3

A-358

2.11

T O

P O

F M

A S

O N

R Y

L21L20

6"

23' - 2" 23' - 8" 23' - 8" 23' - 8" 23' - 8" 23' - 8" 23' - 2"

6"

2.9 2.9

2.13

101G

2.15

2.14

2.1

A3

A-202

2.16

2.16

TYP.

2.13

L05

2.1

2.3

2.18

2.17

2.3

A3

A-207 SIM

A3

A-207 SIM

/2

GROUND FLOOR

100' - 0"

LOW ROOF EAVE

116' - 8"

BOTTOM OF NOSE BAY EAVE

126' - 3"

C3

A-205

9.211

INSULATED METAL WALL PANEL

STACK PANEL

JOINT EXTRUSION

W/ WEEP HOLES

AND GASKETS

CONT. SEALANT

EXTERIOR WALL GIRT

RE: STRUCTURAL

(2) ROWS OF CONT.

SEALANT AT BACK OF

METAL FLASHING

CONT. SEALANT

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US Army Corps of

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SCALE: 1/16" = 1'-0"C1

NORTH ELEVATION (BASE BID)

SCALE: 1/16" = 1'-0"A1

NORTH ELEVATION (OPTION B)

EXTERIOR FINISHES

DESCRIPTION (BASIS OF DESIGN):

2.1 STANDING SEAM METAL ROOF PANEL CENTRIA

SRS-3, COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND

FASCIA COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:

BEST MATCH TO PATRICK AFB CONCH SHELL

2.4 PREFINISHED ALUMINUM LOUVER COLOR TO

MATCH ADJACENT WALL COLOR.

2.5 ALUMINUM WINDOW WITH INSULATED GLASS

FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.

2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.

COLOR: BLACK.

2.7 INSULATED TRANSLUCENT WALL PANEL WITH

BLACK COATED FRAME. KALWALL CRYSTAL -

INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622

2.8 INSULATED OVERHEAD COILING DOOR COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.9 PREFINISHED SHEET METAL EXPANSION JOINT

COVER. COLOR BEST MATCH TO ADJACENT WALL.

2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED

METAL PANEL, 2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.11 MP-3 - CONCEALED FASTENER NON INSULATED

METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL

PANEL, COLOR: MANUFACTURER STANDARD COLOR

MATCH TO WHITE HANGAR INTERIOR.

2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER

STANDARD "DARK RED" COLOR MATCH TO TERRA

COTTA BASE STANDARD.

2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL

2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND

DOWNSPOUT COLOR: BLACK.

2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO

A-700 SERIES DRAWINGS

2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL

DRAWINGS

2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS

2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

SCALE IN FEET

0 8' 16' 32'

SCALE IN FEET

0 8' 16' 32' SCALE: 3" = 1'-0"A3

PANEL JOINT AT METAL PANEL

SCALE IN FEET

0 3" 6" 9"

C

E R

T

IF

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D

F

IN

A L

/0 /2

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/1 /2

W

2Q R

B0

2_

Pl an s-

A B FC D E G

A2

A-301

BOTTOM OF HANGAR EAVE

154' - 1 1/4"

LOW ROOF EAVE

116' - 8"

TOP OF HANGAR EAVE

168' - 1 1/2"

HANGAR FLOOR SLAB @

DOOR TRACK

98' - 8 1/2"

F.5

C2

A-302

C2

A-301

H

101F

139E

L06

2.1

2.15

2.4

2.7

C2

A-358

J

2.9 2.11

2.10

HORIZONTAL

PANEL JOINT

TP01

2.13 2.62.11

2.13

TYP

3" / 1'-0"

A1

A-205

2.2

2.16 2.17

TYP.

24' - 0" 23' - 8" 14' - 4"

1'

1/

2"

T O

P O

F M

A S

O N

R Y

4' - 0"4' - 0" L30

2' - 4" 10' - 2" 19' - 0" 24' - 0" 24' - 0" 24' - 0" 15' - 0" 11' - 7" 2' - 7" 38' - 2" 1' - 0"

171' - 10"

2.3

2.18 2.17

8'

4"

B1

A-622

GROUND FLOOR

100' - 0"

A B FC D E G

LOW ROOF EAVE

116' - 8"

BOTTOM OF NOSE BAY EAVE

126' - 3"

F.5 H

101F

J

OPTION B

C1

A-205

A1

A-203

OPTION A

140B

140A 139D

139E L06

2.17

A3

A-207

SIM

2.18

2.5 2.19

2.16

GROUND FLOOR

100' - 0"

C D

LOW ROOF EAVE

116' - 8"

2.8

2.13 2.6

2.1

2.15

BOLLARDS

RE: CIVIL

7' - 8" 24' - 0"

2' - 2" 33' - 2"

A3

A-207

SIM

2.16

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Louisville District

US Army Corps of

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SCALE: 1/16" = 1'-0"C2

EAST ELEVATION (BASE BID)

SCALE: 1/16" = 1'-0"A2

EAST ELEVATION (OPTIONS A AND B)

EXTERIOR FINISHES

DESCRIPTION (BASIS OF DESIGN):

2.1 STANDING SEAM METAL ROOF PANEL CENTRIA

SRS-3, COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND

FASCIA COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:

BEST MATCH TO PATRICK AFB CONCH SHELL

2.4 PREFINISHED ALUMINUM LOUVER COLOR TO

MATCH ADJACENT WALL COLOR.

2.5 ALUMINUM WINDOW WITH INSULATED GLASS

FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.

2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.

COLOR: BLACK.

2.7 INSULATED TRANSLUCENT WALL PANEL WITH

BLACK COATED FRAME. KALWALL CRYSTAL -

INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622

2.8 INSULATED OVERHEAD COILING DOOR COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.9 PREFINISHED SHEET METAL EXPANSION JOINT

COVER. COLOR BEST MATCH TO ADJACENT WALL.

2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED

METAL PANEL, 2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.11 MP-3 - CONCEALED FASTENER NON INSULATED

METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL

PANEL, COLOR: MANUFACTURER STANDARD COLOR

MATCH TO WHITE HANGAR INTERIOR.

2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER

STANDARD "DARK RED" COLOR MATCH TO TERRA

COTTA BASE STANDARD.

2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL

2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND

DOWNSPOUT COLOR: BLACK.

2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO

A-700 SERIES DRAWINGS

2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL

DRAWINGS

2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS

2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

SCALE IN FEET

0 8' 16' 32'

SCALE IN FEET

0 8' 16' 32'SCALE: 1/8" = 1'-0"A1

EAST ELEVATION (OPTION C)

SCALE IN FEET

0 4' 8' 16'

C

E R

T

IF

IE

D

F

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A L

/0 /2

A

M E

N D

M E

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/2 /2

A

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/1 /2

W

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2.1

2.2

2.10

CONDUCTOR HEAD

SEE DETAILS

SHEET A-522

2.15

/2

2.3

GROUND FLOOR

100' - 0"

11.8

2.1

2.2

2.10

CONDUCTOR HEAD SEE

DETAILS SHEET A-522

2.15

/2

2.3

GROUND FLOOR

100' - 0"

LOW ROOF EAVE

116' - 8"

2.1

2.2

2.11

2.13

2.15

2.17

GROUND FLOOR

100' - 0"

LOW ROOF EAVE

116' - 8"

2.6

2.13

2.15

2.11

2.2

2.1

2.16

2.17

2.19

105E

GROUND FLOOR

100' - 0"

LOW ROOF EAVE

116' - 8"

L07

7' - 3"

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US Army Corps of

Engineers ®

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

NORTH ELEVATION - EAST DOOR POCKET

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

NORTH ELEVATION - WEST DOOR POCKET INSET

EXTERIOR FINISHES

DESCRIPTION (BASIS OF DESIGN):

2.1 STANDING SEAM METAL ROOF PANEL CENTRIA

SRS-3, COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND

FASCIA COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:

BEST MATCH TO PATRICK AFB CONCH SHELL

2.4 PREFINISHED ALUMINUM LOUVER COLOR TO

MATCH ADJACENT WALL COLOR.

2.5 ALUMINUM WINDOW WITH INSULATED GLASS

FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.

2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.

COLOR: BLACK.

2.7 INSULATED TRANSLUCENT WALL PANEL WITH

BLACK COATED FRAME. KALWALL CRYSTAL -

INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622

2.8 INSULATED OVERHEAD COILING DOOR COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.9 PREFINISHED SHEET METAL EXPANSION JOINT

COVER. COLOR BEST MATCH TO ADJACENT WALL.

2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED

METAL PANEL, 2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.11 MP-3 - CONCEALED FASTENER NON INSULATED

METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL

PANEL, COLOR: MANUFACTURER STANDARD COLOR

MATCH TO WHITE HANGAR INTERIOR.

2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER

STANDARD "DARK RED" COLOR MATCH TO TERRA

COTTA BASE STANDARD.

2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL

2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND

DOWNSPOUT COLOR: BLACK.

2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO

A-700 SERIES DRAWINGS

2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL

DRAWINGS

2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS

2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'

SCALE: 1/8" = 1'-0"A3

SOUTH ELEVATION - EAST DOOR POCKET INSET

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

SOUTH ELEV. - WEST DOOR POCKET INSET (BASE BID)

SCALE: 1/8" = 1'-0"A4

SOUTH ELEV. - EAST DOOR POCKET INSET (OPTION A)

SCALE IN FEET

0 4' 8' 16'

C

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T

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A

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/2 /2

A

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N D

M E

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/1 /2

W

2Q R

B0

2_

Pl an s-

F G

LOW ROOF EAVE

116' - 8"

BOTTOM OF NOSE BAY EAVE

126' - 3"

F.5 H

2.1

2.2

2.4 2.52.8

2.11

J

2.2

L06 2.13

2.15

2.15

30' - 0" 30' - 0" 5' - 0"

W02 W02 W02

2.18

GROUND FLOOR

100' - 0"

F G

LOW ROOF EAVE

116' - 8"

F.5 H

2.1 2.2

2.4

2.8

2.11

J

2.10

L06 2.13

2.13

2.14

14' - 4"

2.16

2.18 2.17

GROUND FLOOR

100' - 0"

LOW ROOF EAVE

116' - 8"

9.2

2.1

2.15 2.11

2.6

2.2

2.13

2.13

138C

2.16

TYP.

2.15

4' - 0"

2.16

A3

A-207 SIM

GROUND FLOOR

100' - 0"

LOW ROOF EAVE

116' - 8"

BOTTOM OF NOSE BAY EAVE

126' - 3"

9.2

2.1

2.6

2.7

2.5 2.11

2.13

2.13

2.16 2.16

TYP.

8' - 6" 21' - 6" 18' - 8"

W02 W02 W01

A3

A-207

SIM

127A

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

PARTIAL EAST ELEVATION (OPTION B)

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

PARTIAL EAST ELEVATION

SCALE: 1/8" = 1'-0"A3

PARTIAL NORTH ELEVATION

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

PARTIAL NORTH ELEVATION (OPTION B)

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'

EXTERIOR FINISHES

DESCRIPTION (BASIS OF DESIGN):

2.1 STANDING SEAM METAL ROOF PANEL CENTRIA

SRS-3, COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND

FASCIA COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:

BEST MATCH TO PATRICK AFB CONCH SHELL

2.4 PREFINISHED ALUMINUM LOUVER COLOR TO

MATCH ADJACENT WALL COLOR.

2.5 ALUMINUM WINDOW WITH INSULATED GLASS

FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.

2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.

COLOR: BLACK.

2.7 INSULATED TRANSLUCENT WALL PANEL WITH

BLACK COATED FRAME. KALWALL CRYSTAL -

INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622

2.8 INSULATED OVERHEAD COILING DOOR COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.9 PREFINISHED SHEET METAL EXPANSION JOINT

COVER. COLOR BEST MATCH TO ADJACENT WALL.

2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED

METAL PANEL, 2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.11 MP-3 - CONCEALED FASTENER NON INSULATED

METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL

PANEL, COLOR: MANUFACTURER STANDARD COLOR

MATCH TO WHITE HANGAR INTERIOR.

2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER

STANDARD "DARK RED" COLOR MATCH TO TERRA

COTTA BASE STANDARD.

2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL

2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND

DOWNSPOUT COLOR: BLACK.

2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO

A-700 SERIES DRAWINGS

2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL

DRAWINGS

2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS

2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

C

E R

T

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/0 /2

A

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M E

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/2 /2

A

M E

N D

M E

N T

/1 /2

W

2Q R

B0

2_

Pl an s-

G

LOW ROOF EAVE

116' - 8"

BOTTOM OF NOSE BAY EAVE

126' - 3"

H

2.1

2.15

2.16

2.11

J

2.6

125D

2.2

2.15

2.19

GROUND FLOOR

100' - 0"

G

LOW ROOF EAVE

116' - 8"

BOTTOM OF NOSE BAY EAVE

126' - 3"

H J

124 123

2.12.15

2.6

2.11

2.13

2.2

2.16

TYP.

GROUND FLOOR

100' - 0"

CD

LOW ROOF EAVE

116' - 8"

101A

C2

A-358

2.11 2.1

2.2

2.15

2.6

2.9

2.10

2.11

2.14

2.16

9' - 6" 22' - 0" 4' - 10"

102C

2.8

GROUND FLOOR

100' - 0"

BOTTOM OF NOSE BAY EAVE

126' - 3"

2.1

2.15

2.6

2.11

2.13

102D

2.2

2.16

2.17

2.19

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EXTERIOR FINISHES

DESCRIPTION (BASIS OF DESIGN):

2.1 STANDING SEAM METAL ROOF PANEL CENTRIA

SRS-3, COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND

FASCIA COLOR: MANUFACTURER STANDARD "DARK

RED" COLOR MATCH TO PATRICK AFB TERRA

COTTA BASE STANDARD.

2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:

BEST MATCH TO PATRICK AFB CONCH SHELL

2.4 PREFINISHED ALUMINUM LOUVER COLOR TO

MATCH ADJACENT WALL COLOR.

2.5 ALUMINUM WINDOW WITH INSULATED GLASS

FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.

2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.

COLOR: BLACK.

2.7 INSULATED TRANSLUCENT WALL PANEL WITH

BLACK COATED FRAME. KALWALL CRYSTAL -

INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622

2.8 INSULATED OVERHEAD COILING DOOR COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.9 PREFINISHED SHEET METAL EXPANSION JOINT

COVER. COLOR BEST MATCH TO ADJACENT WALL.

2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED

METAL PANEL, 2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.11 MP-3 - CONCEALED FASTENER NON INSULATED

METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:

MANUFACTURER STANDARD BEST MATCH TO

PATRICK AFB CONCH SHELL.

2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL

PANEL, COLOR: MANUFACTURER STANDARD COLOR

MATCH TO WHITE HANGAR INTERIOR.

2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER

STANDARD "DARK RED" COLOR MATCH TO TERRA

COTTA BASE STANDARD.

2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL

2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND

DOWNSPOUT COLOR: BLACK.

2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO

A-700 SERIES DRAWINGS

2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL

DRAWINGS

2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS

2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

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

WEST ELEVATION - TUG DOOR INSET

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'SCALE: 1/8" = 1'-0"A3

EAST ELEVATON - TUG DOOR INSET

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

WEST ELEVATION (OPTION C)

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

SOUTH ELEVATION - WEST DOOR POCKET INSET (OPTION C)

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

C

E R

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/0 /2

A

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/2 /2

A

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W

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2_

Pl an s-

EXTERIOR FACE

SHOP APPLIED SEALANT

PANEL CLIP &

FASTENER

INTERIOR LINER

HORIZONTAL GIRT

RE: STRUCTURAL DWGS

1/8"

PANEL MODULEPANEL MODULE

CMU PER PLAN

SPRAY AIR / VAPOR

BARRIER ON CMU

AIR SPACE

INSULATED METAL WALL

PANEL (MP-1)

TUBE STEEL

GIRT. PAINTED.

RE: STRUCTURAL

CONT. STEEL PLATE

WELD TO TUBE STEEL

GIRT - PAINTED. RE:

STRUCTURAL

FILL W/ MINERAL

FIBER INSULATION

TOP OF CMU

110'-0"

PEEL & STICK MEMBRANE

AIR BARRIER FROM CMU

TO TUBE STEEL -

OVERALL MIN 2"

SLOTTED DEFLECTION

CONNECTION. RE:

STRUCTURAL

2" 10"

CONT. SEALANT ABOVE

AND BELOW

1"

CONCAVE MEMBRANE

FOR MOVEMENT

CONT. FLEXIBLE

FOAM ROD

7 5/8"

STACK PANEL

JOINT EXTRUSION

W/ WEEP HOLES

AND GASKETS

INSULATED METAL WALL PANEL (MP-1)

GIRT SEE STRUCTURAL

AIR BARRIER /

VAPOR BARRIER

ON SHEATHING.

MYLAR COATED TAPE

CONTINUOUS CLEAT

RIVET

(1 PER BATTEN)

FIELD PAN PANEL

ENDS AS REQUIRED

WEBBED MASTIC AND 3/16"

BULB-TITE (2 PER PANEL, DO

NOT INSTALL INTO BATTEN)

CONT HEAD

WALL FLASHING

PANEL CLIP

STANDING SEAM

METAL ROOF

FOAM AND METAL

CLOSURE

1/2" EXTERIOR

GYPSUM SHEATHING

ON METAL DECKING

R-25 MIN RIGID

INSULATION

ROOFGRIP (2 PER CLIP)

ROOF JOIST

4" x 4" x 16GA

BEARING PLATE

WEBBED MASTIC

AND BULB-TITE

SEE NOTE 1

CONT. METAL FLASHING

1'

CMU

INSULATION RETAINER

ATTACH TO GIRT ONLY

MAINTAIN CONTINUOUS AIR/VAPOR

BARRIER THROUGH JOINT OPENING.

ICE AND WATER BARRIER WRAP

OVER TOP OF CMU BLOCK

SELF ADHERED AIR

BARRIER / VAPOR

BARRIER ON CMU BLOCK

NOTE TURN UP EDGE

OF FLASHING

SET FLASHING IN

BED OF SEALANT

EXPANSION JOINT COVER METAL FLASHING,

PROVIDE MOVEMENT AT RETAINER

4"

VAPOR PERMEABLE ICE

AND WATER BARRIER

OVER INSULATION

2"

1/ 2"

2"

CONT. 3/16" THICK

PLATE. PROVIDE 3/16"

STITCH WELD TO GIRT

AT EXPANSION JOINT

LOCATIONS.

TOP OF MASONRY

+ 31' - 4"

BOTTOM OF DECK

RE: STRUCTURAL

1/2" EXT. GYPSUM

SHEATHING

JOIST BEARING

RE: STRUCTURAL

2'

9 OPP.

SPRAY FOAM

INSULATION WITH

THERMAL BARRIER

3 5/8" 2 3/4" 11 5/8"

1' - 6"

CONT. SEALANT

1'

/4

8" M

IN

FILL JOINT VOID WITH MINERAL

WOOL INSULATION

COLD FORMED STEEL CHANNEL

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Louisville District

US Army Corps of

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M A

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107778-A-353

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INSULATED METAL PANEL DETAIL

SCALE IN FEET

0 3" 6" 9"

SCALE: 3" = 1'-0"A2

WALL TRANSITION DETAIL

SCALE IN FEET

0 3" 6" 9"

SCALE: 3" = 1'-0"A4

FLOATING HEAD WALL PAINT ROOM

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PRE-FINISHED SOFFIT

PANEL MP-3

INSULATED METAL WALL PANEL (MP-1)

1 1/2

SHEET NOTE

SEE

8" MIN

PANEL CLIP

ROOFGRIP (2 PER CLIP)

ROOF STRUCTURE

EAVE FLASHING

RIVET (3 PER PANEL)

EDGE STIFFENER

1/4" SHIM PER FASTENER

WEBBED MASTIC (UNDER CLIP)

FASCIA FLASHING

MYLAR COATED TAPE

NON-CURLING BUTYL SEALANT

(TYPICAL 2 PLACES)

FIELD DRILL 1/2" DIA HOLE INTO

OFFSET LEG AT 36" O.C. TO

ALLOW FOR DRAINAGE

EAVE LINE

CONT. CLIP ANGLE EACH SIDE OF

SOFFIT PANEL

GIRT RE: STRUCTURE

METAL DRIP EDGE

3/8" THICK CONT PLATE WELDED

TO STRUCTURAL BENT PLATE

BENT PLATE WELDED

TO JOIST RE: STRUCT.

EAVE CLOSURE

SELF ADHERED AIR BARRIER / VAPOR

BARRIER EXTEND TO STEEL PLATE

R-20 MIN RIGID INSULATION

1/2" EXTERIOR GYPSUM SHEATHING

OVER METAL DECKING

FLEXIBLE FOAM ROD (CONT). EXTEND

FOAM ROD AND AIR BARRIER AROUND

METAL PANEL PENETRATION

SELF ADHERED MEMBRANE AIR

BARRIER EXTEND TO BENT PLATE

DEFLECTION CONNECTION WITH

12GA GALV. METAL PLATE AND BENT

PLATE WITH BATT INSULATION FILL

CONT. SEALANT

3" 3"

1" M

IN

(3) 1/4" SCREWS AT

EACH BRACKET

1" M

IN

8"1"

8"

SPRAY FOAM INSULATION & AIR BARRIER

1/

8" M

IN

1' - 6"

1/4" x 1 1/2" GALV. GUTTER

STRAP @ 8'-0" O.C. WITH

S.S. FASTENERS.

3-8" x 2" GALV. HURRICANE

GUTTER BRACKET @ 1' - 0"

O.C. MAX. PAINTED.

STAINLESS STEEL

THRU BOLTS AND

WASHERS.

6"

ERECTOR NOTE:

INSULATED METAL WALL PANEL

(MP-1)

GIRT

SEE STRUCTURAL

CONT METAL RIDGE COVER

W/ CONT METAL CLEATS

CONT. GALV. EDGE BENT

PLATE SEE STRUCTURAL

1 1/2

PROVIDE CONT INSULATION

METAL STUD FRAME AND

FILL VOID W/ INSULATION

PANEL CLIP

ROOFGRIP (2 PER CLIP)

STANDING SEAM METAL ROOF

BEARING PLATE PER ROOF

INSTALLER

CONTINUOUS CLEAT

RIVET (1 PER BATTEN)

BULB-TITE

BULB-TITE (2 PER PANEL, DO

NOT INSTALL INTO BATTEN)

FIELD PAN PANEL ENDS

AS REQUIRED

WEBBED MASTIC

PEAK FLASHING (MATCH

TO ROOF FINISH)

MYLAR COATED TAPE

FOAM AND METAL CLOSURE

(GRID LINE TO GIRT LINE

2' - 2"

A

CONT. FLEXIBLE FOAM ROD

SHEET NOTE

SEE

CONT. SEALANT

SELF ADHERED AIR BARRIER

OVER METAL PANEL, STEEL

PLATE AND SHEATHING.

ALLOW MOVEMENT WITH

FLEXIBLE FOAM ROD

R-20 MIN (4 INCH THICK)

RIGID INSULATION

AIR BARRIER / VAPOR BARRIER ON

1/2" GYPSUM EXTERIOR SHEATHING

OVER METAL DECKING

CONT. 3/16" THICK STEEL PLATE.

3/16" STITCH WELD TO GIRT AT

EXPANSION JOINT LOCATIONS

STEEL COLUMN AND FRAMING BEYOND

SEE STRUCTURAL

INSULATED METAL WALL PANEL (MP-1)

GIRT SEE STRUCTURAL

MYLAR COATED TAPE

CONTINUOUS CLEAT

RIVET

(1 PER BATTEN)

FIELD PAN PANEL

ENDS AS REQUIRED

WEBBED MASTIC AND 3/16" BULB-

TITE (2 PER PANEL, DO NOT INSTALL

INTO BATTEN)

CONT HEAD WALL FLASHING

PANEL CLIP

STANDING SEAM METAL ROOF

FOAM AND METAL

CLOSURE

1/2" EXTERIOR GYPSUM

SHEATHING ON METAL DECKING

R-25 MIN RIGID INSULATION

ROOFGRIP (2 PER CLIP)

ROOF JOIST

4" x 4" x 16GA BEARING PLATE

WEBBED MASTIC AND BULB-TITE

SEE NOTE 1

CONT. METAL FLASHING

8" M

IN

CMU

FILL W/ MINERAL WOOL

INSULATION

INSULATION RETAINER

ATTACH TO GIRT ONLY

ICE AND WATER BARRIER WRAP

OVER TOP OF CMU BLOCK

SELF ADHERED AIR BARRIER /

VAPOR BARRIER ON CMU

BLOCK

NOTE TURN UP EDGE OF

FLASHING

SET FLASHING IN BED

OF SEALANT

EXPANSION JOINT COVER

METAL FLASHING, PROVIDE

MOVEMENT AT RETAINER

DIMENSIONS AT ROOF PANEL OVERHANG AND OPEN

SPACE AT ROOF PEAK SHALL BE DETERMINED BY ROOF

SUBCONTRACTOR / ROOF PANEL MANUFACTURER TO

ALLOW FOR THERMAL MOVEMENT WITH IN GUTTER

AND VOID SPACE INSIDE OF FLASHING RESPECTIVELY.

4"

VAPOR PERMEABLE ICE AND WATER

BARRIER OVER INSULATION

2"

1/ 2"

2"

CONT. 3/16" THICK STEEL PLATE.

3/16" STITCH WELD TO GIRT AT

EXPANSION JOINT LOCATIONS

TOP OF MASONRY

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

1/2" EXT. GYPSUM

SHEATHING JOIST BEARING

RE: STRUCTURAL

2'

9 OPP.

SPRAY FOAM FINISH

WIL THERMAL BARRIER

/4

SELF-ADHERED AIR

BARRIER/VAPOR BARRIER

3 5/8" 2 3/4" 11 5/8"

1' - 6"

MAINTAIN CONTINUOUS AIR/VAPOR

BARRIER THROUGH JOINT OPENING.

FILL JOINT VOID WITH MINERAL

WOOL INSULATION

SHEET NOTE:

COLD FORMED STEEL CHANNEL

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SECTION DETAIL AT HANGAR EAVE

SCALE: 3" = 1'-0"A1

SECTION DETAIL AT HANGAR PEAK

SCALE IN FEET

0 3" 6" 9"

SCALE IN FEET

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SCALE IN FEET

0 3" 6" 9"

SCALE: 3" = 1'-0"A4

FLOATING HEAD WALL TYPICAL SHOPS

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GABLE FLASHING

HAT SHAPED

SUBGIRT

FASTENER - TYP

PANEL CLIP

BEARING PLATE

1/4" CONT BENT PLATE

RE: STRUCTURAL

CONTINUOUS

METAL CLEAT

CONTINUOUS

SEALANT

BULB-TITEROOF PANELS OVER

RIGID INSULATION

1/2" EXTERIOR

SHEATHING

GALV. STL DECKING

INSULATED METAL

WALL PANEL (MP-1)

AIR/ VAPOR

BARRIER

FILL DECK FLUTES WITH

LOOSE BATT INSULATION

SELF-ADHERING FLEXIBLE

MEMBRANE WRAP OVER

MTL CLOSURE

1'

SELF-ADHERED

AIR/VAPOR BARRIER

1/2" EXT GYPSUM SHEATHING

GIRT

COLD FORMED STEEL

CHANNEL AND FRAMING

CONTINUOUS

HOLD-DOWN CLEAT

GABLE FLASHING

HAT SHAPED

SUBGIRT

FASTENER - TYP

PANEL CLIP

BEARING PLATE

1/4" CONT BENT PLATE

RE: STRUCTURAL

CMU

CONTINUOUS

METAL CLEAT

CONTINUOUS

SEALANT

BULB-TITE

ROOF PANELS OVER

RIGID INSULATION

1/2" GYPSUM

SHEATHING

GALV. STL DECKING

NON-INSULATED METAL

LINER PANEL (MP-3)

Z- CHANNEL FRAMING BY

COLD FORM FRAME

SUPPLIERAIR/ VAPOR

BARRIER

2" (R-10 MIN) RIGID

INSULATION

FILL DECK FLUTES WITH

LOOSE BATT INSULATION

SELF-ADHERING FLEXIBLE

MEMBRANE WRAP OVER

MTL CLOSURE

Z-CHANNEL FRAMING

BETWEEN INSULATION

2"

7/8"

THICKNESS

PANEL

1'

SLOPED CONCRETE BOND

BEAM. RE: STRUCTURAL

AIR/VAPOR BARRIER

1/2" EXT GYPSUM SHEATHING

PRE-FINISHED

SOFFIT PANEL MP-3

NON INSULATED METAL LINER

PANEL (MP-3)

RE: A-130 FOR

ROOF SLOPES

PANEL CLIP

ROOFGRIP (2 PER CLIP)

ROOF STRUCTURE

EAVE FLASHING

RIVET (3 PER PANEL)

EDGE STIFFENER

1/4" SHIM PER FASTENER

WEBBED MASTIC (UNDER CLIP)

FASCIA FLASHING

MYLAR COATED TAPE

NON-CURLING BUTYL SEALANT

(TYPICAL 2 PLACES) FIELD DRILL 1/2" DIA HOLE INTO

OFFSET LEG AT 36" O.C. TO ALLOW

FOR DRAINAGE.

EAVE LINE

CONT. CLIP ANGLE EACH SIDE OF

SOFFIT PANEL

CMU PER PLAN

METAL DRIP EDGE

3/8" THICK CONT PLATE WELDED

TO STRUCTURAL BENT PLATE

BENT PLATE WELDED

TO JOIST RE: STRUCT.

EAVE CLOSURE

SELF ADHERED AIR BARRIER / VAPOR

BARRIER EXTEND TO STEEL PLATE

R-25 MIN RIGID INSULATION

1/2" EXTERIOR GYPSUM SHEATHING

OVER METAL DECKING

FLEXIBLE FOAM ROD (CONT). EXTEND

FOAM ROD AND AIR BARRIER AROUND

METAL PANEL PENETRATION

SELF ADHERED MEMBRANE AIR

BARRIER EXTEND TO BENT PLATE

DEFLECTION CONNECTION WITH

12GA GALV. METAL PLATE AND BENT

PLATE WITH BATT INSULATION FILL

CONT. SEALANT

1/4" x 1 1/2" GALV. GUTTER

HURRICANE STRAP @ 8'-0"

O.C. WITH S.S. FASTENERS.

3/8" x 2" GALV. GUTTER

BRACKET @ 1' - 0" O.C.

MAX. PAINTED.

(3) 1/4" SCREWS

AT EACH BRACKET

1" M

IN

SPRAY FOAM INSULATION

& AIR BARRIER

" 8"

6"

1" 8"

1" M

IN

3" 3"

SHEET NOTE

SEE

8" M

IN.

DIMENSIONS AT ROOF PANEL OVERHANG AND OPEN

SPACE AT ROOF PEAK SHALL BE DETERMINED BY

ROOF SUBCONTRACTOR / ROOF PANEL

MANUFACTURER TO ALLOW FOR THERMAL MOVEMENT

WITH IN GUTTER AND VOID SPACE INSIDE OF FLASHING

RESPECTIVELY.

STAINLESS STEEL

THRU BOLTS AND

WASHERS.

SHEET NOTE:

ERECTOR NOTE:

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GABLE DETAIL (HANGAR)

SCALE IN FEET

0 3" 6" 9"

SCALE IN FEET

0 3" 6" 9"

SCALE: 3" = 1'-0"C4

GABLE DETAIL (SHOPS)

SCALE IN FEET

0 3" 6" 9"

SCALE: 3" = 1'-0"B1

SECTION DETAIL AT TYPICAL SHOP EAVE

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SCHEDULE

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SCHEDULE

DOOR PER

#3

TYPE 1 GLAZING AT FIRE-RATED DOORS

TYPE 3 GLAZING AT EXTERIOR DOORS

GENERAL NOTES -

DOOR AND DOOR FRAME:

1.

2.

3.

4.

5.

# ON DOOR ELEVATION REPRESENTS GLASS PANEL ON DOOR.

ALL HM DOORS AND DOOR FRAMES ARE GALVANIZED.

ALL OH DOORS ARE INSULATED.

NL, NL-1 AND NL-IN TYPE DOORS USE TYPE-2 GLASS. USE TYPE-1 GLASS IN FIRE-RATED

DOORS OF SAME TYPES.

ALL EXTERIOR DOORS TO BE ALUMINUM DOORS AND FRAMES. REFER TO STRUCTURAL

DRAWINGS AND SPECIFICATIONS FOR DESIGN REQUIREMENTS.

DOOR REMARKS:

1.

2.

3.

4.

5.

6.

7.

8.

PERSONNEL DOOR IN THE SLIDING HANGAR DOOR. COORDINATE

DOOR SIZE AND ROUGH OPENING WITH HANGAR DOOR SUPPLIER.

REFER TO SPECS FOR DOOR, FRAME AND HARDWARE.

DOOR SHALL BE PREPPED TO RECEIVE SECURITY ACCESS CONTROL

BY OTHERS.

EXIT ONLY DOOR.

DOOR BY AIR SHOWER BOOTH SUPPLIER. RE: SPEC 23.00.00.

OPTION B - DOORS IN THIS SCHEDULE ARE ASSOCIATED WITH BID

OPTION 'B'. NOTE THAT THIS OPTION MAY AFFECT DOORS IN THE

BASE BID. COORDINATE WITH FLOOR PLAN.

OPTION C - DOORS IN THIS SCHEDULE ARE ASSOCIATED WITH BID

OPTION 'C'. NOTE THAT THIS OPTION MAY AFFECT DOORS IN THE

BASE BID. COORDINATE WITH FLOOR PLAN.

OPTION A - DOORS IN THIS SCHEDULE ARE ASSOCIATED WITH BID

OPTION 'A'. NOTE THAT THIS OPTION MAY AFFECT DOORS IN THE

BASE BID. COORDINATE WITH FLOOR PLAN.

8" CMU ONLY AT THIS WALL

GLASS TYPES:

REFERENCE SPECIFICATION FOR

GLASS TYPES

1 TYPE-1 FIRE/SAFETY GLASS (45 MIN.)

2 TYPE-2 CLEAR LAMINATED GLASS

3 TYPE-3 TINTED / INSULATED & SAFETY GLASS

5 TYPE-5 CLEAR / SAFETY GLASS

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DOOR SCHEDULE - BASE BID

DOOR

NUMBER

DOOR FRAME

ASSEMBLY

RATING STC

DETAIL

HARDWARE

SET REMARKS

SIZE

TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

PAIR

DOOR WIDTH HEIGHT

GROUND FLOOR

101A - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 2.1

101C - 3' - 0" 7' - 0" F-IN AL FF-1 1.1 AL FF-1 - - PER MANUF. PER MANUF. PER MANUF. 4.0 1

101D - 3' - 0" 7' - 0" F-IN AL FF-1 1.1 AL FF-1 - - PER MANUF. PER MANUF. PER MANUF. 4.0 1

101F - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 2.1

101G - 16' - 0" 17' - 0" OH-IN STL FF-1 0 STL PE-5 - - C3 / A-605 A3 / A-605 C4 / A-605 28.0

101H - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 2.1

103B - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 18.0

104 PR. 3' - 6" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 20.0

105A - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 _ - C1 / A-604 B1 / A-604 A1 / A-604 2.0

105B - 8' - 0" 10' - 0" OH-IN STL FF-1 0 STL PA-4 _ - C2 / A-604 B2 / A-604 A2 / A-604 28.0

105C - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 12.0

105D - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0

105E PR. 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 5.0

106A - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4

106B - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4

108A - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4

108B - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4

109 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 27.0

110 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 27.0

111 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 21.0

112 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 25.0

113A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 23.0

113B - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 23.0

114A - 3' - 0" 7' - 0" NL-1 HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 22.0

114B - 3' - 0" 7' - 0" NL-1 HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 21.0

114C - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 14.0

115 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 17.0

116A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 24.0

116B - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 24.0

117 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 25.0

118 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 21.0

119A - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 13.0

119B - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0

119C PR. 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 5.0

120 PR. 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 6.0

121 PR. 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 6.0

122 PR. 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 6.0

123 - 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 7.0 2

124 - 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 8.0

125A - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0

125B PR. 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 10.0

125D - 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 3.0

126A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 16.0

126B - 3' - 0" 7' - 0" F-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 13.0

138A - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 11.0

138C - 3' - 0" 7' - 2" SL-IN AL FF-1 3.1 AL FF-1 - - C1 / A-604 B1 / A-604 B4 / A-605 1.0

139A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 16.0

139B - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0

139C - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 15.0

139D - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 _ - C1 / A-604 B1 / A-604 A1 / A-604 3.0

139E - 8' - 0" 10' - 0" OH-IN STL FF-1 0 STL PA-4 - - C2 / A-604 B2 / A-604 A2 / A-604 28.0

DOOR AND FRAME LEGEND

FINISH

FF-1* FACTORY FINISHED

PA-X NON-EPOXY

PE-X** PAINT-EPOXY

MATERIAL

AL ALUMINUM

HM HOLLOW METAL

STL STEEL

SIZE

- SINGLE DOOR

PR PAIR OF DOORS

UPR UNEQUAL PAIR

(DOOR FRAME)

TYPE A B

1.1 2" 2"

1.2 2" 4"

(FLUSH PANEL)

TYPE DESCRIPTION

F-IN FLUSH PANEL INSULATED

F FLUSH PANEL

(NARROW LIGHT)

TYPE DESCRIPTION A B C D #

NL NARROW LITE 6" 43" 24" 4" 5

NL-1 NARROW LITE 6" 43" 24" 4" 5

NL-IN NARROW LITE INSULATED 6" 43" 24" 4" 1

NL-IN NARROW LITE INSULATED 6" 43" 24" 4" 3

(SPLIT LITE)

TYPE DESCRIPTION A B C D E #

SL-IN SPLIT LITE INSULATED 6" 10" 66" 8" 6" 1

SL-IN SPLIT LITE INSULATED 6" 10" 68" 8" 6" 3

(OVERHEAD)

TYPE DESCRIPTION

OH-FR COILING DOOR - FIRE RATED

OH-IN COILING DOOR - INSULATED

(FRAME WITH SIDELITE)

TYPE A B C E #

3.1 2" 2" 4" 18"

* REFERENCE DOOR OR FRAME SPECIFICATION.

**FIELD APPLY PER PAINT SPECIFICATION FOR

APPLICABLE SUBSTRATE AND EXPOSURE.

C

E R

T

IF

IE

D

F

IN

A L

/0 /2

A

M E

N D

M E

N T

/2 /2

A

M E

N D

M E

N T

/1…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .