A-606_-_WINDOW_AND_STRUCTURED_POLYCARBONATE_WALL_PANEL_TYPES_SIM_BLDG_Amendment_003.pdf

2'

8" 5'

4"

1/

2"

4'

1/

2"

2 1/2" 4' - 11" 2 1/2"

W1

FINISH FLOOR

EL:100'-0"

G3

CURTAINWALL

SYSTEM

W10

12' - 0"

2' - 9 1/2"

2 1/2"

6' - 0"

2 1/2"

2' - 7" 2 1/2"

G4 G4

STOREFRONT

ENTRANCE DOORS IN

CURTAINWALL SYSTEM

W11

7'

1/

2"

1/

2"

1'

1/

2"

1/

2"

G4 G4

STOREFRONT

ENTRANCE DOORS IN

CURTAINWALL SYSTEM

G4

G4

G4

G6

G6

G6

G4

G4

G4

G6

G6

G6

G4

G6

G6

G6

G4

G6

G6

G6

2'

8"

1/

2"

4'

" 2

1/ 2"

1'

1/

2"

1/

2"

3'

1/

2"

1/

2"

1'

1/

2"

1/

2"

1'

6" 2'

4"

3'

1/

2"

1/

2"

1'

1/

2"

1/

2"

3'

5/

8"

C4

A-705

B5

A-705

B5

A-705

B5

A-705

B5

A-705

C4

A-705

2 1/2" 6' - 0" 2 1/2"

6' - 5"

A5

A-705

A2

A-705

B4

A-705

C3

A-705

5' - 4"

W12

STOREFRONT ENTRANCE DOORS

IN CURTAINWALL SYSTEM

G4 G4G4

G4

G4

G4

1'

5'

1/

2"

1/ 2"

8'

0"

EQUAL 6' - 0" EQUAL

TYPICAL

2 1/2"

12' - 4 1/4"

FINISH FLOOR

EL:100'-0"

B3

A-705

B3

A-705

SIMILAR

C5

A-705

GLAZED OPENINGS GENERAL NOTES

1. ALL EXTERIOR GLAZING IS SUBJECT TO EXPLOSIVE THREAT AND IS SUBJECT TO BLAST RESISTANT

GLAZING DESIGN UNLESS OTHERWISE NOTED.

2. WINDOW FRAMING AND CONNECTIONS TO SUPPORTING STRUCTURE SHALL BE DESIGNED FOR

LOADS INDICATED PER UFC 4-010-01 (01 OCTOBER 2013) BY THE WINDOW MANUFACTURER. WINDOW

UNITS SHALL BE CAPABLE OF SPANNING VERTICALLY TO THE PROVIDED HORIZONTAL FRAMING

MEMBER AND / OR CONCRETE SLABS. ANY ADDITIONAL WINDOW SUPPORT FRAMING REQUIRED

BEYOND THAT INDICATED ON THE CONTRACT DOCUMENTS IS THE RESPONSIBILITY OF THE WINDOW

MANUFACTURER.

3. GLAZING LEVEL OF PROTECTION: MEDIUM - GLAZING WILL FRACTURE, REMAIN IN THE FRAME AND RESULT IN MINIMAL HAZARD CONSISTING OF GLASS DUST AND SLIVERS. (MINIMAL HAZARD RATING)

4. REFER TO THE WINDOW DESIGN LOAD ANALYSIS AND REPRESENTATIVE SAMPLING OF THE DESIGN

BASIS THREAT LOADS AND GLAZING CONSTRUCTION OF EACH WINDOW TYPE. CONTRACTOR AND

WINDOW MANUFACTURER'S RESPONSIBILITIES ARE IDENTIFIED IN THE WINDOW SCHEDULE

NOTES SECTION AND THE WINDOW DESIGN LOAD ANALYSIS TO BE ALIGNED WITH THE COMPLIANCE

IN UFC 4-101-01 STANDARD 10.

5. FRAMING ATTACHMENT REQUIREMENTS:

A. THE BLAST RESISTANCE DESIGN REQUIRES WET GLAZING IN FRAME WITH A 3/8" SQUARE

BEAD.

B. THE WINDOW GLASS FRAME AND CONNECTIONS SHALL RESIST THE BLAST

LOADING PER UFC 4-010-01 (01 OCTOBER 2013)

6. DISCLAIMER: THE BLAST RESISTANT GLAZING DESIGN WAS DEVELOPED WITH LAMINATED GLASS

SUBJECT TO THE FOLLOWING CONDITIONS:

- THE GLASS IS FREE OF EDGE AND SURFACE DAMAGE.

- THE BLAST RESISTANT GLAZING ASSEMBLY IS CONTINUOUSLY SUPPORTED ALONG

ALL FOUR EDGES.

- THE STIFFNESS OF THE MEMBERS SUPPORTING ANY GLASS EDGE SHALL BE SUFFICIENT THAT

UNDER AN EQUIVALENT 3 SECOND DESIGN LOAD, EDGE DEFLECTION OF GLAZING SHALL NOT

EXCEED L/160, WHERE L DENOTES THAT LENGTH OF THE SUPPORTED EDGE.

- THE NON-FACTORED LOAD VALUES FOR LAMINATED GLASS ARE REPRESENTATIVE OF TEST

DATA AND CALCULATIONS PERFORMED FOR POLYVINYL BUTYRAL INTERLAYER AT A

TEMPERATURE OF 50 DEGREES C (122 DEGREES F). FOR OTHER LIMITING CONDITIONS THAT

MAY APPLY, REFER TO SECTION 5 OF ASTM E1300 AND LOCAL BUILDING CODES. VERIFY ALL

WINDOW DIMENSIONS WITH MANUFACTURER.

7. ALL ALUMINUM COMPONENTS SHALL RECEIVE A CLEAR ANODIZED COATING.

8. FIELD VERIFY AND COORDINATE ALL ALUMINUM STOREFRONT GLAZING SYSTEM DIMENSIONS

THAT ARE AFFECTED BY ADJACENT CONSTRUCTION. PROVIDE FOR PERIMETER JOINT SEALANT

WIDTH.

9. REFER TO SPECIFICATION SECTION 08 81 00 - GLAZING FOR GLASS TYPES AND INSTALLATION. 'G'

INDICATES THE GLASS TYPE(S).

10. PROVIDED ALL BLOCKING, SHIMMING AND SEALANTS REQUIRED BY GLAZING COMPONENT

MANUFACTURER, WHETHER INDICATED ON THESE DRAWINGS OR NOT.

11. A BITUMINOUS PAINTING CHROMATE OR AN ARCHITECT JUDGED EQUAL SEPARATION MATERIAL IS

REQUIRED WHEN ALUMINUM COMES IN CONTACT WITH STEEL OR OTHER DISSIMILAR MATERIAL.

12. ALL HEEL BEADS, TOEBEADS, AND CAP BEADS SHALL BE APPLIED AND TOOLED WATER TIGHT PER

THE SEALANT MANUFACTURER'S RECOMMENDATIONS AS TO SIZE AND COMPATIBILITY OF

ADJACENT MATERIALS.

13. ALL GASKETS SHALL BE THOROUGHLY SEALED AND MADE WATERTIGHT AT INTERSECTIONS

USING A SKINNING NON-HARDENING SEALANT AS RECOMMENDED BY THE SEALANT

MANUFACTURER.

14. ALL JOINTS SHALL BE SEALED WATERTIGHT FOLLOWING THE SEALANT MANUFACTURER'S

RECOMMENDATIONS CONCERNING SIZE, METHOD OF APPLICATION AND COMPATIBILITY WITH

ADJACENT MATERIALS.

15. ALL PERIMETER SEALANTS SHALL BE APPLIED AND TOOLED PER MANUFACTURER'S

RECOMMENDATIONS.

16. ALL PERIMETERS OF ALUMINUM STOREFRONT AND CURTAINWALL GLAZING SYSTEMS SHALL

ALLOW A 1/2" SPACE FOR SHIMMING / SEALING UNLESS OTHERWISE DIRECTED BY THE

MANUFACTURER.

CLEAR TEMPERED FLOAT GLASS

INSULATED GLASS, SAFETY APPLICATION

LOW-E COATED, TINTED, INSULATED LAMINATED GLASS

LOW-E COATED, TINTED, INSULATED LAMINATED GLASS, SAFETY APPLICATION

SPANDREL, INSULATED, LAMINATED GLASS

SPANDREL, INSULATED, LAMINATED GLASS, SAFETY APPLICATION

G1

G2

G3

G4

G5

G6

GLAZING TYPE SCHEDULE

STRUCTURED

POLYCARBONATE

WALL PANEL

CMU - REFER TO

STRUCTURAL

CMU VENEER

RIGID INSULATION

FLUID APPLIED

AIR BARRIER

CMU VENEER AT

RETURN

VERTICAL ALUMINUM

MULLION TYPICAL AT 6' - 0"

OC - REFER TO

B3

A-511

FIRST FLOOR

EL:100' - 0"

/B3 A-606

4'

1/

2"

2'

8"

18' - 0"

2 1/2" 6' - 0" 2 1/2"

1'

1/

2"

1/

2"

1/ 2"

3'

1/

2"

1/

2"

1'

1/

2"

1/

2"

4'

0" 2 1/

2"

7'

1/

2"

1/

2"

2'

0"

1/ 2"

EQUAL EQUAL

2 1/2" 2 1/2"

STRUCTURED POLYCARBONATE

WALL PANELS, TYPICAL

D3

A-606

D3

A-606

A3

A-511

S4 S3 15' - 4"15' - 4"

OH

P4

FALSE HORIZONTAL

ALUMINUM MULLION, DO

NOT PENETRATE PANEL,

ATTACH AT VERTICAL

PANEL JOINTS - REFER

TO /C3 A-606

FALSE HORIZONTAL ALUMINUM

MULLION, DO NOT PENETRATE

PANEL, ATTACH AT VERTICAL

PANEL JOINTS - REFER TO /C3 A-606

FALSE HORIZONTAL

ALUMINUM MULLION, DO

NOT PENETRATE PANEL,

ATTACH AT VERTICAL

PANEL JOINTS - REFER

TO /C3 A-606

FALSE HORIZONTAL

ALUMINUM MULLION, DO

NOT PENETRATE PANEL,

ATTACH AT VERTICAL

PANEL JOINTS - REFER

TO /C3 A-606

STEEL GIRT, BEYOND -

REFER TO STRUCTURAL

STEEL GIRT, BEYOND -

REFER TO STRUCTURAL

STEEL GIRT, BEYOND -

REFER TO STRUCTURAL

NOTE: PROVIDE MEANS FOR FUTURE REMOVAL

AND RE-INSTALLATION OF STRUCTURED

POLYCARBONATE PANEL TYPE P4

ALUMINUM BATTEN

INTERIOR

EXTERIOR

2'-0" TYPICAL PANEL SIZE2'-0" TYPICAL PANEL SIZE

3 7/8" STRUCTURED

POLYCARBONATE

WALL PANEL SYSTEM

7/

8"

FALSE MULLION ATTACHED AT PANEL

JOINT WHERE OCCURS - REFER TO

STRUCTURED POLYCARBONATE

PANEL TYPE P4 FOR LOCATION.

6'-0" TYPICAL MODULE SIZE6'-0" TYPICAL MODULE SIZE

EXTERIOR

INTERIOR

ALUMINUM MULLION

WITH

CLEAR ANODIZED FINISH

3 7/8" STRUCTURED

POLYCARBONATE

WALL PANEL SYSTEM

7/

8"

2 3/4"

POLYCARBONATE PANEL TYPE GENERAL NOTES

1. POLYCARBONATE FRAME DIMENSIONS ARE TO THE EXTERIOR PANEL / MASONRY OPENING.

2. A BITUMINUOUS PAINT / ZINC CHROMATE OR A SEPARATION MATERIAL IS REQUIRED WHEN ALUMINUM

COMES IN CONTACT WITH STEEL OR OTHER DISSIMILAR MATERIALS.

3. STRUCTURED POLYCARBONATE PANELS SHALL BE SINGLE LENGTH WITHOUT BREAKS IN PANELS.

4. ALL ALUMINUM COMPONENTS FINISH COLOR SHALL MATCH CENTRIA 993 OFF-WHITE .

5. ALL JOINTS SHALL BE SEALED WATERTIGHT.

6. ALL PERIMETER SEALANTS SHALL BE APPLIED AND TOOLED PER MANUFATURER'S

RECOMMENDATIONS.

7. ALL PERIMETERS OF STRUCTURED POLYCARBONTE WALL PANEL ASSEMBLIES SHALL ALLOW A 1/2"

SPACE PER SHIMMING / SEALING UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER.

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 FLIGHT SIMULATOR TRAINING FACILITY

54321

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B A

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A ir N a ti o n a l G u a rd

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A-606

D. FLIPPEN

N. FREY

B. DYSON

ARCHITECTURAL

WINDOW AND STRUCTURED POLYCARBONATE

WALL PANEL TYPES

1/4" = 1'-0"

2' 4' 8' 12'

1/4" = 1'-0"A1

WINDOW TYPES

1 1/2" = 1'-0"

A-606

D3

POLYCARBONATE JAMB DETAIL

1/4" = 1'-0"C1

POLYCARBONATE PANEL TYPE D (SPP-2)

3" = 1'-0"C3

POLYCARBONATE VERTICAL JOINT DETAIL

3" = 1'-0"B3

POLYCARBONATE VERTICAL MULLION DETAIL

A-606

A-606

1 05/06/2019 AMENDMENT 003 BJD