5

A-201

6

A-201

7"

/ 12

"7

" /

12

"

SLO

PE

DN

SLO

PE

DN

7"

/ 12

"7

" /

12

"

SLO

PE

DN

SLO

PE

DN

STANDING SEAM ALUMINUM ROOF PANEL

ROOF RIDGE

FULL PERIMETER INTEGRATED GUTTER SYSTEM BEHIND FASCIA

THE INTEGRAL GUTTER COLLECTS WATER AND ROUTES IT TO THE WEEP HOLES ON THE REAR OF THE SHELTER

5

A-201

6

A-201

CROSS BEAM MEMBER - TYP

ROOF RIDGE - TYP

POWER POST SUPPLY - TBD

FLEX STEEL CONDUIT HOUSE - TBD

ECLIPSE LIGHT 24" - TYP

ECLIPSE LIGHT 24" - TYPECLIPSE LIGHT

24" - TYPECLIPSE LIGHT 24" - TYP

ROOF PLAN GENERAL NOTES

1. ROOF SHALL BE STANDING SEAM ALUMINUM DUTCH HIP ROOF WITH 2 ½” FASCIA AND INTEGRAL GUTTER.

2. 2 1/2" INTEGRAL PERIMETER GUTTER BEHIND FASCIA TO COLLECT WATER AND ROUTE IT TO THE REAR OF THE SHELTER TO DRAIN IT WITH WEEP HOLES.

3. DRAINAGE SHALL BE DIRECTED TO REAR OF SHELTER AND AWAY FROM SHELTER WALLS.

4. ROOF SHALL NOT RELY ON SELF-TAPPING OR SELF-DRILLING SCREWS IN TENSION FOR CONTAINMENT.

5. SELF-DRILLING OR SELF-TAPPING FASTENERS IN TENSION (OR PULL OUT CONDITION SHALL NOT BE AN ACCEPTABLE METHOD OF SECURING ROOF ASSEMBLY TO FRAME.

NOT FOR CONSTRUCTION

PRELIMINARY DOCUMENTS

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54321

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D

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SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 ARLINGTON BLVE.FAIRFAX, VA 22031703.849.0100 (PHONE)703.849.0518 (FAX)

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REFLECTEDCEILING PLAN

AND ROOF PLAN

MD

MS

MD

09-23-2020

A-121

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

ROOF

Scale: 1/4" = 1'-0"2

FIRST FLOOR REFLECTED CEILING PLAN

NORTH

NORTH

0' 4' 8'2'

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

NORTH

NO. DESCRIPTION DATE

PERMIT SUBMISSION 9/23/20

1 ADDENDUM 11/10/202

2

2

ADDENDUM 2

5

A-201

6

A-201

ROOF LEVEL

GROUND LEVEL

2' -

9 5

/8"

2 3

/8"

7' -

2 3

/8"

STANDING SEAM ALUMINUM DUTCH ROOF PANEL

POST - TYP

1/4" THICK CLEAR TEMPERED SAFETY GLASS

5

A-201

6

A-201

5"

3' -

0"

ROOF LEVEL

GROUND LEVEL

OPEN OPEN

STANDING SEAM ALUMINUM DUTCH ROOF PANEL

POST - TYP

1/4" THICK CLEAR TEMPERED SAFETY GLASS

2 1

/2"

CLE

AR

AT

OP

EN

ING

7' -

0"

MIN

.

8' -

2 1

/2"

+/-

3' -

0"

STANDING SEAMALUMINUM DUTCH ROOF PANEL

ROOF END PANEL

POST - TYP

1/4" THICK CLEAR TEMPERED SAFETY GLASS

7

12

7

12

ROOF LEVEL

GROUND LEVEL

STANDING SEAMALUMINUM DUTCH ROOF PANEL

POST - TYP

1/4" THICK CLEAR TEMPERED SAFETY GLASS

12

7

3' -

0"

7' -

2 1

/2"

2 1

/2"

12

7

1/4" THICK CLEAR TEMPERED SAFETY GLASS

STANDING SEAMALUMINUM DUTCH ROOF PANEL

CONCRETE SIDE WALKWAY - SEECIVIL FOR SLOPE

12

7

12

72 1/2" INTEGRATED PERIMETER GUTTER W/ FASCIA

3' -

0"

7' -

5"

CLE

AR

AT

OP

EN

ING

7' -

0"

MIN

ROOF LEVEL

GROUND LEVEL

3' -

0"

1/4" THICK CLEAR TEMPERED SAFETY GLASS

STANDING SEAMALUMINUM DUTCH ROOF PANEL

CONCRETE SIDE WALK WAY SEE CIVIL FOR SLOPE

12

7

12

7

8 FEET ALUMINUMPEDESTAL BENCH SURFACE MOUNTEDW/ BACKREST - TYP

2 1

/2"

7' -

2 1

/2"

2 1/2" INTEGRATED PERIMETER GUTTER W/ FASCIA

A-201

9

A-201

8

ECLIPSE LIGHTING ATEACH RIGID BEAM8' - 0" MIN. ABOVE F.F

FINISH GENERAL NOTES

1. ALL STRUCTURAL FRAMING MEMBERS AND MULLIONS SHALL BE ONE-PIECE SEAMLESS EXTRUDED ALUMINUM TUBES. SNAP TOGETHER OR TWO-PIECE MEMBERS ARE NOT ACCEPTABLE.

2. ALL ROOF AND GLAZING FRAME, STRUCTURAL CONNECTOR CHANNELS, ROOF CORNERS, ROOF KEY ANGLES, AND BASE ANCHOR BOOTS SHALL BE EXTRUDED ALUMINUM.

3. ALL FINISHED JOINT SHALL BE FLUSH.4. ALL FASTENERS SHALL BE ALUMINUM OR STAINLESS STEEL OR A COMBINATION

THEREOF AND SHALL BE TAMPER PROOF.5. ZINC, CARBON STEEL, PLATED, OR ANY OTHER "NON-CORROSIVE" FASTENERS

WILL NOT BE ACCEPTABLE.6. SELF-TAPPING OR SELF-DRILLING FASTENERS ARE NOT ACCEPTABLE.7. EXPOSED FASTENERS SHALL BE FINISHED TO MATCH SHELTER FINISH. 8. ALL CORNERS SHALL BE MITERED AND REINFORCED WITH INTERNAL SCREW

BOSS AND SCREWS.9. ALL GLAZING MATERIAL SHALL BE 1/4" THICK CLEAR TEMPERED SAFETY GLASS.10. ALL WALL GLAZING SHALL BE GASKETED WITH CONTINUOUS EXTRUDED PVC

DRY-SET SPLINES.11. FINISH COLORS WILL BE SELECTED BY ARCHITECT/ OWNER FROM THE

MANUFACTURER COLOR PALLETS.

2 1/2" ALUMINUM FASCIAW/ INTEGRATED PERIMETER GUTTER; ROUTING WATER TO REAR OF THE SHELTER

2 1/2" ALUMINUM HEADER TUBE PER MANUFACTURER REQUIREMENT

WEEP HOLES AT 24" MAX O.C. APPLICABLE AT REAR SIDE OF SHELTER ONLY

ALUMINUM RIGID CAP

ALUMINUM MOUNTING "Z"

ALUMINUM RIGID BEAM

ALUMINUM ROOF PANEL

ALUMINUM RIGID BEAMPER MANUFACTURER

ECLIPSE LIGHTING AT EACH RIGID BEAM - PROVIDE ATTACHMENT AS REQUIRED W/ SIMILAR MATERIAL AND FINISH

NOT FOR CONSTRUCTION

PRELIMINARY DOCUMENTS

A

54321

B

C

D

E

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 ARLINGTON BLVE.FAIRFAX, VA 22031703.849.0100 (PHONE)703.849.0518 (FAX)

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EXTERIORELEVATIONS AND

SECTION

MD

MS

MD

09-23-2020

A-201

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

NORTH ELEVATION

Scale: 1/4" = 1'-0"2

SOUTH ELEVATION

Scale: 1/4" = 1'-0"3

EAST ELEVATION

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

WEST ELEVATIONScale: 1/4" = 1'-0"

5SECTION AT OPENING

Scale: 1/4" = 1'-0"6

SECTION AT WALL

0' 4' 8'2'

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

Scale:7

3D View CONCEPT SKETCH

Scale: 3" = 1'-0"8

GUTTER DETAIL

Scale: 3" = 1'-0"9

RIDGE DETAILNO. DESCRIPTION DATE

PERMIT SUBMISSION 9/23/20

1 ADDENDUM 11/10/202

22

ADDENDUM 2