13
C O M N L T F V G I I A O E A H W M N R I O A R C H I T E C T SUBMITTAL DATE ISSUES AND REVISIONS DRAWING NOT FOR CONSTRUCTION NO. AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL VMDO Project Number Drawn By Checked By Client Project Number 60FY16 NEW ELEMENTARY SCHOOL #2 ROBERT WILLIAM MOJE LIC. NO. 479 C:\_Revit Local\NES at [email protected] 3 / 7 / 2 0 1 7 3 : 2 3 : 5 9 P M EXTERIOR AXONOMETRIC VIEWS A300 125 South Old Glebe Rd Arlington, VA 22204 ARLINGTON PUBLIC SCHOOLS 125 South Old Glebe Rd Arlington, VA 22204 1152 PMD DEM NORTH VIEW 1 EAST VIEW 2 SOUTH VIEW 3 WEST VIEW 4 WEST VIEW Copy 1 8 USE PERMIT SUBMISSION 11.30.2016 USE PERMIT RESUBMISSION 03.06.2017

ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

  • Upload
    others

  • View
    0

  • Download
    0

Embed Size (px)

Citation preview

Page 1: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/2017 3:23

:59 P

M

EXTERIORAXONOMETRIC VIEWS

A300

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

NORTH VIEW1

EAST VIEW2

SOUTH VIEW3

WEST VIEW4

WEST VIEW Copy 18

USE PERMIT SUBMISSION 11.30.2016

USE PERMIT RESUBMISSION 03.06.2017

Page 2: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

LEVEL 2227' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

B5.7 B2B3B4B5

LEVEL 1.2218' - 10"

B3.6B5.9B6

LEVEL 1212' - 0"

LEVEL 2227' - 4"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

CC CFCA CDCB CC.6CA.1

LEVEL 1212' - 0"

LEVEL 2227' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

A5

A4A3A2A1.2

A6 A7 A8

LEVEL 0210' - 6"

A1.4

B6.5

LEVEL 1212' - 0"

LEVEL 2227' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

AAACADAE AB

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

16' - 0" 32' - 0" 48' - 0"

GRAPHIC SCALE - 1/16" = 1'-0"

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:08:25 A

M

OVERALL EXTERIORELEVATIONS

A301

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/16" = 1'-0"A110 A301

4 OVERALL - NORTH ELEVATION

1/16" = 1'-0"A110 A301

2 OVERALL - SOUTH ELEVATION

1/16" = 1'-0"A110 A301

1 OVERALL - SOUTHWEST ELEVATION

1/16" = 1'-0"A110 A301

5 OVERALL - WEST ELEVATION

1

2

3

5

4

1/16" = 1'-0"A110 A301

3 OVERALL - EAST ELEVAITON

USE PERMIT SUBMISSION 11.30.2016

USE PERMIT RESUBMISSION 03.06.2017

Page 3: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

A5A4 A6 A7 A8

/1 A310

29'-0" 29'-0" 29'-0" 29'-0"

14'-0

"14

'-0"

14'-0

"13

'-4"

2'-0

"

62'-10"

EQEQEQEQEQEQEQEQEQEQ

5'-0

"V

.I.F

.8'

-8 9

/16"

IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4

P3 P3

P3P3

P17

SC3-7

P2 P1CA1-2

SC4-8

20'-0"5'

-0"

6'-0

"

6'-4 3/4" 6'-6" 6'-4 3/4"

20'-0"

6'-0

"5'

-0"

EQ EQ EQ

20'-0"

EQ EQ EQ

6'-0

"5'

-0"

8'-0

"1'

-6"

4'-0"

5'-4

"

1'-6

"

7'-0"

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.

10 0000

HSS 16X8X5/16

FIBER CEMENT OVER CFMF5" LAP

07 4646A

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.DISCHARGE AT ROOF

10 0000

STANDARD BRICK CAVITY WALL ON 6"CFMF BACKUP

BOD : GLEN-GERY BRICK

CUSTOM BLEND, REF SPEC.

04 2000A

6'-0

"5'

-0"

CA1-1

20'-0"

EQ EQ EQ

IGL-4 IGL-4 IGL-4

V.I.

F.

7'-7

7/1

6"6'

-0"

V.I.

F.

7'-2

13/

16"

6'-0

"

EQEQEQ

16'-9 1/16"

V.I.

F.

10'-1

7/8

"5'

-0"

IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1

IGL-1IGL-1IGL-1IGL-1IGL-1IGL-1

IGL-1

IGL-1

IGL-1

IGL-2

IGL-7

IGL-2

5'X1' VENTILATED TERRACOTTA PANELSBOD : CLADDING CORP TERRA 5

W/ GROOVED PROFILE PANEL & 2 COLORTYPES

07 0000

ALUMINUM FIXED SUNSHADE LOUVERSREF. WALL SECTIONS

08 9119A

REFER TO A310 FOR WINDOW INFORMATION

8'-0"

4'-8"

10'-0

"

3'-7 15/16"4'-8"4'-8"4'-6 1/4"4'-9 3/4"4'-8"

4'-8"

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2

IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1

IGL-7

IGL-2

12'-0

"

EQ

EQ

EQ

EQ

THERMALLY BROKEN GLASS GARAGE DOOR08 4113A

IGL-1

IGL-2

B6.5

276' - 3 1/16"

AVERAGE SITE ELEVATION209' - 4 11/16"

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F66

'-10

5/16

"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F

64'-8

5/1

6"

FIBER CEMENT OVER CFMFBOD : HARDIPANEL

5" LAP

07 4646A

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:08:38 A

M

ENLARGED BUILDINGELEVATIONS - AREA A

A302

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A111 A302

1 BUILDING ELEVATION - AREA A, SOUTH CONT.

Page 4: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

A4A3A2A1.2 A1.6A1

/1 A302

6'-0" 12'-6" 16'-6" 29'-0" 29'-0"

A1.4

14'-0

"14

'-0"

14'-0

"13

'-4"

2'-0

"

P5

P4

P5

P5

P5

P4

P4

P2 P1 P2 P1

P3

P3

2'-0

"3'

-0"

8'-0

"2'

-0"

1'-6

"8'

-0"

1'-6

"8'

-0"

1'-8

"3'

-0"

1'-8

"3'

-0"

1'-8

"8'

-0"

1'-8

"8'

-0"

5'-0

"6'

-0"

8'-0"

8'-0"

8'-0"

10'-0"

10'-0"

10'-0"

4'-0"

5'-4

"

4'-0"

5'-4

"

20'-0"

EQ

20'-0"

EQ EQ EQ

7'-0"

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

BOD : CLADDING CORP TERRA 5

07 0000

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

HSS 16X8X5/16REF. STRUCTURAL

MODULAR BRICKCUSTOM BLEND, REF SPEC.

BOD : GLEN-GERY BRICK

04 2000A

EQ EQ

5'-0

"6'

-0"

20'-0"

EQ EQ EQ

P3

1'-6

"8'

-0"

8'-0

"1'

-6"

7'-0"

IGL-1

IGL-1

IGL-1 IGL-1

IGL-1

IGL-1

IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1

IGL-1

IGL-1

IGL-1IGL-1

IGL-1

IGL-1

ALUMINUM FIXED SUNSHADE LOUVERSREF. WALL SECTIONS

08 9119A

6'-0

"5'

-0"

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.DISCHARGE AT ROOF

10 0000

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

FSC DOUGLAS FIR GLULAM BEAM, CLEARSEAL & STAINREF STRUCTURAL

06 0000

ALUMINUM FIXED SUNSHADE LOUVERSREF. WALL SECTIONS

08 9119A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

IGL-1

IGL-2

IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2

4'-6 5/16" 3'-0" 4'-6" 4'-8" 4'-10"4'-8"4'-8"4'-8"

215C

10'-4"

EQ

EQ

EQ

EQ

IGL-1

IGL-2

AVERAGE SITE ELEVATION209' - 4 11/16"

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F67

'-7 5

/16"

277' - 0 1/8"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F67

'-0"

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:08:45 A

M

ENLARGED BUILDINGELEVATIONS - AREA A

A303

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A111 A303

1 BUILDING ELEVATION - AREA A, SOUTH

Page 5: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL G1200' - 6"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

AAACADAE ABAD.8 AC.3AC.7AD.3 AB.6

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

SLATE PANEL4'X10' PANELS, TYP.

04 4313A

AA.1

3'-2"12'-10"16'-0"13'-0"9'-0"13'-0"8'-0"8'-0"16'-0"5'-0"

14'-0

"14

'-0"

14'-0

"2'

-0"

11'-6

"

P9

P9

P9SA2-8

SA3-11

SA1-5

SA1-3

SA2-7

SA3-10

SA1-2

SA2-6

SA3-9

11'-0

"11

'-0"

11'-0

"

10'-0

"

V.I.F.9'-10"

10'-0

"

SCHEDULEREF DR.

11'-0

"11

'-0"

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.DISCHARGE AT ROOF

10 0000

V.I.F.11'-0"

6'-10"

IGL-2 IGL-2

11'-0

"

6'-10"

V.I.F.11'-0"

V.I.F.11'-0"

6'-10"

IGL-1IGL-1

IGL-1IGL-1

13'-6"

2'-6"SCHEDULE

REF DR.

IGL-2 IGL-2

IGL-2

113B

V.I.F.13'-6"

V.I.F.13'-6"

8'-6"

8'-6"

IGL-1IGL-1

IGL-1 IGL-1

7'-0

"

L106

B

IGL-2

IGL-2 IGL-2

V.I.F.9'-10"

V.I.F.9'-10"

EQEQ

EQEQ

IGL-1 IGL-1

IGL-1IGL-1

12'-0"

3'-0"

SA4-12

IGL-2 844

ALUMINUM FIXED SUNSHADE LOUVERSREF. WALL SECTIONS

08 9119A

13'-4

"

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

FSC DOUGLAS FIR GLULAM BEAM, CLEAR SEAL & STAINREF STRUCTURAL

06 0000

FLAGPOLEREF LANDSCAPE FOR PLACEMENT

COUNTY STREET LIGHTREF CIVIL FOR PLACEMENT

HSS 16X8X5/16REF. STRUCTURAL

B10

STANDARD BRICK CAVITY WALL ON 6" CFMF BACKUPCUSTOM BLEND, REF SPEC.

04 2000A

AVERAGE SITE ELEVATION209' - 4 11/16"

277' - 0 1/8"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F67

'-7 5

/16"

PARKING GARAGE ENTRANCE

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F

67'-0

"

OPEN TO BEYOND

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL07 4646A

FIBER CEMENT OVER CFMFBOD : HARDIPANEL

07 4646A

FIBER CEMENT OVER CFMFBOD : HARDIPANEL

07 4646A

FIBER CEMENT SOFFIT BOARD

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

TRUE NORTH

PROJECT NORTH (18.53 DEGREES OFF TRUE)

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:08:54 A

M

ENLARGED BUILDINGELEVATIONS - AREA A

A304

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A111 A304

1 BUILDING ELEVATION - AREA A, WEST

Page 6: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

A5 A4 A3 A2 A1.2A1.6 A1

/2 A306

6'-0"12'-6"16'-6"29'-0"29'-0"29'-0"

14'-0

"14

'-0"

14'-0

"13

'-4"

1'-0"1'-0"

A1.4

P9

P10

P9

P10

P9

P10

P8

P8

P8

P10

P9

P10

P9

P10

P9

P6

P7 P7

P6

CA1-3

P8

P8

P8

3'-6

"1'

-6"

6'-0"

3'-6

"1'

-6"

6'-0"

6'-0"

3'-6

"1'

-6"

6'-0"

9'-4

"

8'-0"

8'-0

"

8'-0

"

8'-0"

6'-0"

3'-6

"1'

-6"

6'-0"

3'-6

"1'

-6"

6'-0"

3'-6

"1'

-6"

6'-0"

9'-4

"

SCHEDULEREF DR.

SLATE PANEL4'X10' PANELS, TYP.

04 4313A

MODULAR BRICKCUSTOM BLEND, REF SPEC.

BOD : GLEN-GERY BRICK

04 2000A

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.INTERNAL GUTTER, REF CIVIL FORSTORMWATER TIE-IN

10 0000FIXED MECHANICAL LOUVERSGARAGE INTAKE

08 9119AS

CH

ED

ULE

RE

F D

R.

SCHEDULEREF DR.

112B

S00

1B

IGL-2

IGL-2

SCHEDULEREF DR.

SC

HE

DU

LER

EF

DR

.

SC

HE

DU

LER

EF

DR

.

111B

IGL-1

IGL-1

IGL-1IGL-1

IGL-1

IGL-1

9'-0

"9'

-0"

4'-0

"

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

IGL-2IGL-2IGL-2

IGL-2

8'-0"

3'-0

"

8'-0"

3'-0

"2'

-0"

AVERAGE SITE ELEVATION209' - 4 11/16"

277' - 0 1/8"

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F67

'-7 7

/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F63

'-0 1

/8"

FIXED MECHANICAL LOUVERSGARAGE INTAKE

08 9119A

FIBER CEMENT SOFFIT BOARDFIBER CEMENT SOFFIT BOARD

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

BOD : CLADDING CORP TERRA 5

07 0000

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

TRUE NORTH

PROJECT NORTH (18.53 DEGREES OFF TRUE)

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:09:03 A

M

ENLARGED BUILDINGELEVATIONS - AREA A

A305

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A111 A305

1 BUILDING ELEVATION - AREA A, NORTH CONT.

Page 7: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

B2 B1.8

/1 A307

18'-0"

SB2-1

8'-0"10

'-0"

MODULAR BRICKCUSTOM BLEND, REF SPEC.

BOD : GLEN-GERY BRICK

04 2000A

SLATE PANEL4'X10' PANELS, TYP.

04 4313A

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.INTERNAL GUTTER, REF CIVIL FORSTORMWATER TIE-IN

10 0000

FIXED MECHANICAL LOUVERS08 9119A

IGL-1

AVERAGE SITE ELEVATION209' - 4 11/16"

275' - 1 15/16"

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F65

'-9 5

/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F63

'-2"

10'-0

"10

'-0"

8'-0"

FIXED MECHANICAL LOUVERS08 9119A

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 1.1214' - 0"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

A5A6A7

/1 A305

29'-0"29'-0"

14'-0

"14

'-0"

14'-0

"13

'-4"

2'-0

"

CA2-4

P9

P10

P10

P9

P10

P9

P8

P8

P8

P7 P6

P9P10

P9P10

P9P10

3'-6

"1'

-6"

6'-0"

3'-6

"1'

-6"

6'-0"

3'-6

"1'

-6"

6'-0"

8'-0

"

8'-0"

7'-7

1/2

"

7'-7 1/2"

IGL-1

IGL-1

IGL-1

9'-4

"

SC

HE

DU

LER

EF

DR

.

6'-0"

SCHEDULEREF DR.

110B

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

IGL-2 IGL-2

IGL-2

IGL-3

IGL-1

IGL-3

IGL-1

IGL-3

B6.5

AVERAGE SITE ELEVATION209' - 4 11/16"

275' - 7 9/16"

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F66

'-2 1

3/16

"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F61

'-7 1

/2"

2'-0

"3'

-0"

8'-0"

FIXED MECHANICAL LOUVERSGARAGE INTAKE

08 9119A

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

TRUE NORTH

PROJECT NORTH (18.53 DEGREES OFF TRUE)

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:09:12 A

M

ENLARGED BUILDINGELEVATIONS - AREA B

A306

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A112 A306

1 BUILDING ELEVATION - AREA B, NORTH CONT. 1/4" = 1'-0"A111 A306

2 BUILDING ELEVATION - AREA A, NORTH

Page 8: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

B4.7B5.4B5.7 B2B3B4B5 B3.7

/1 A306

14'-0

"14

'-0"

14'-0

"

29'-0"21'-0"8'-0"21'-0"8'-0"7'-0"14'-2"

P8

P8

P8

P9

P9

P9

P8

P8

P8

P10

P10

P10

P9

P9

P9

P10

P10

P10

P8

P8

P8

P9

P9

P9

P10

P10

P10

1'-6

"3'

-6"

8'-0"

8'-0"

1'-6

"3'

-6"

8'-0"

1'-6

"3'

-6"

8'-0"

1'-6

"3'

-6"

1'-6

"3'

-6"

8'-0"

1'-6

"3'

-6"

8'-0"

9'-4"

1'-6

"3'

-6"

1'-6

"3'

-6"

8'-0"

8'-0 1/16"

1'-6

"3'

-6"

10'-0

"10

'-0"

10'-0

"

FIXED MECHANICAL LOUVERSGARAGE EXHAUST

08 9119A

15'-4

"

ARCHITECTURAL FACE CMU04 2000B

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

BOD : CLADDING CORP TERRA 5

07 0000

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.INTERNAL GUTTER, REF CIVIL FORSTORMWATER TIE-IN

10 0000

SLATE PANEL4'X10' PANELS, TYP.

04 4313A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.

10 0000

B3.6

IGL-1

IGL-1

IGL-1IGL-1

IGL-1

IGL-1IGL-1

IGL-1

IGL-1

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

REFER TO A30X FORWINDOW INFORMATION

B5.9B6

AVERAGE SITE ELEVATION209' - 4 11/16"

278' - 6 11/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F69

'-2"

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F66

'-6 1

1/16

"

13'-6"

8'-6

"

6" WOOD SLAT FENCINGW/ (1) 6'-0" DOOR

6" WOOD SLAT FENCINGW/ MECHANICAL ACCESS DOORS

FIBER CEMENT SOFFIT BOARD

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

TRUE NORTH

PROJECT NORTH (18.53 DEGREES OFF TRUE)

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:09:20 A

M

ENLARGED BUILDINGELEVATIONS - AREA B

A307

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A112 A307

1 BUILDING ELEVATION - AREA B, NORTH

Page 9: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

BE.7 BGBEBD BD.6 BFBE.3

OPEN TO BEYOND

9'-2

3/4

"14

'-0"

14'-0

"14

'-0"

15'-4

"

11'-5" 8'-7" 6'-7" 13'-7" 7'-10" 21'-4"

P11

P11

P11

IGL-1

IGL-3

IGL-3

IGL-1

6'-0"

10'-0

"

6'-0"

8'-0"

10'-0

"

6'-0"

P12

P12

P12

CB2-1

SB1-2

10'-0

"

1'-6

"1'

-6"

5'-11 1/2"

11'-4

"

11'-0

"

3'-0"

6'-0"

1'-6

"3'

-6"

6'-0"

1'-6

"3'

-6"

1'-6

"3'

-6"

6'-0"

V.I.F.11'-6"

11'-0

"4'

-4"

11'-0

"

SCHEDULEREF DR.

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

BOD : CLADDING CORP TERRA 5

07 0000

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL07 4646A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.INTERNAL GUTTER, REF CIVIL FORSTORMWATER TIE-IN

10 0000

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A?

07 4116A

6" WOOD SLAT FENCINGW/ MECHANICAL ACCESS DOORS

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

L104

B

SC

HE

DU

LER

EF

DR

.

11'-0

"

2'-1

0"

IGL-3

IGL-1

IGL-3 IGL-3

IGL-1IGL-1

IGL-3 IGL-3

IGL-1IGL-1

IGL-3 IGL-3

IGL-1IGL-1

IGL-1IGL-1

SLATE PANEL4'X10' PANELS, TYP.

04 4313A

IGL-2 IGL-2

STANDING SEAM METAL ROOF OVERTAPERED INSULATION ON T&G WOODDECKING, TYPE R2B

BOD : MBCI

07 4116A

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A?

07 4116A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

IGL-1

IGL-1

IGL-1

IGL-2

IGL-2 IGL-2

AVERAGE SITE ELEVATION209' - 4 11/16"

278' - 6 11/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F69

'-2 1

/16"

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F66

'-6 3

/4"

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

BOD : CLADDING CORP TERRA 5

07 0000

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

07 0000

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

TRUE NORTH

PROJECT NORTH (18.53 DEGREES OFF TRUE)

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:09:26 A

M

ENLARGED BUILDINGELEVATIONS - AREA B

A308

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A111 A308

1 BUILDING ELEVATION - AREA B, EAST

USE PERMIT RESUBMISSION 03.06.2017

Page 10: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

B5.7B2 B3 B4 B5

/1 A310

14'-0

"14

'-0"

14'-0

"15

'-4"

10'-0"

29'-0" 29'-0" 29'-0" 21'-2"

P14

P14

P14

SB1-5

P13

P13

P13

P14

P14

P14

P13

P13

P13

P14

P14

P14

P13

P13

P13

CB1-2

SB1-3

3'-6

"1'

-6"

7'-0"

3'-6

"1'

-4"

7'-0"

7'-0"

3'-6

"1'

-4"

7'-0"

3'-6

"1'

-6"

3'-6

"1'

-4"

7'-0"

7'-0"

3'-6

"1'

-4"

3'-6

"1'

-6"

7'-0"

3'-6

"1'

-4"

7'-0"

3'-6

"1'

-4"

7'-0"

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

BOD : CLADDING CORP TERRA 5

07 0000

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

SLATE PANEL4'X10' PANELS, TYP.

04 4313A

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A?

7'-0

"7'

-0"

7'-0

"7'

-0"

3'-6

"3'

-6"

3'-6

"3'

-6"

SC

HE

DU

LER

EF

DR

.

SCHEDULEREF DR.

844

11'-0

"11

'-0"

11'-0

"

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2 IGL-2 IGL-2 IGL-2

IGL-2

IGL-2IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

IGL-2

28'-0"

6'-0" 6'-9" 6'-9"17'-3"

3'-8"5'-0"3'-0"

58'-0"

5'-3 3/4"5'-0"6'-0"3'-0"6'-0"2'-7"5'-11"3'-0"5'-0"6'-0"3'-6"4'-5 3/4"

CUSTOM PREFABRICATED ALUMINUMPLATE SUNSHADE UNIT, TYP.W/ CUSTOM POWDER COATED PAINT

08 9119A

STANDING SEAM METAL ROOF OVERTAPERED INSULATION ON T&G WOODDECKING, TYPE R2B

BOD : MBCI

07 4116A

B3.6

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2

IGL-1

IGL-1

IGL-1

IGL-1

IGL-1

IGL-1 IGL-1

IGL-1

IGL-1

B5.9 B6

AVERAGE SITE ELEVATION209' - 4 11/16"

278' - 6 11/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F69

'-2"

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F66

'-6 1

1/16

"

209.39'

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

TRUE NORTH

PROJECT NORTH (18.53 DEGREES OFF TRUE)

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:09:34 A

M

ENLARGED BUILDINGELEVATIONS - AREA B

A309

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A112 A309

1 BUILDING ELEVATION - AREA B, SOUTH CONT.

Page 11: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 1212' - 0"

LEVEL 2227' - 4"

B.O.D.269' - 4"

LEVEL 3241' - 4"

LEVEL 4255' - 4"

B2B1.8

THIS PORTION OF ELEVATION NOT SHOWN FOR CLARITYSEE 1/A305 FOR EXTENTS

14'-0

"14

'-0"

14'-0

"15

'-4"

SC4-8

SC3-7

P15

P15

P15

5'-0

"5'

-0"

9'-0"

9'-0"

5'-0

"5'

-0"

STANDING-SEAM METAL ROOF PANELSOVER NON-TAPERED INSULATION ONMETAL ROOF DECKING, TYPE R1A

BOD : MBCI

07 4116A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

5'X1' VENTILATED TERRACOTTA PANELSW/ GROOVED PROFILE PANEL & 2 COLOR TYPES

BOD : CLADDING CORP TERRA 5

07 0000

5'-0

"5'

-0"

9'-0"

IGL-4

IGL-4

IGL-4

IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4IGL-4

V.I.F.52'-8 11/16"

EQEQEQEQEQEQEQEQEQ

REFER TO A302 FOR WINDOW INFORMATION

6'-0

"

SLATE PANEL4'X10' PANELS, TYP.

04 4313A

AVERAGE SITE ELEVATION209' - 4 11/16"

275' - 2 7/8"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F65

'-10

3/16

"

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F63

'-2 7

/8"

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

TRUE NORTH

PROJECT NORTH (18.53 DEGREES OFF TRUE)

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:09:46 A

M

ENLARGED BUILDINGELEVATIONS - AREA B

A310

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A112 A310

1 BUILDING ELEVATION - AREA B, SOUTH

USE PERMIT RESUBMISSION 03.06.2017

Page 12: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

LEVEL 2227' - 4"

LEVEL 3241' - 4"

CCCA

LEVEL 0210' - 6"

CD CD.3CB

STANDING SEAM ROOF PANEL OVERNON-TAPERED INSULATION ON T&GDECKING, TYPE R2A

BOD : MBCI

07 4116A

SLATE PANEL04 4313A

CB.6 CC.4

16'-0" 17'-0" 12'-0" 12'-0" 12'-6" 14'-2"

14'-0

"16

'-10"

CC.6

SC1-4

CC1-3

CC1-4

12'-4"SCHEDULE

REF DR.

SC

HE

DU

LER

EF

DR

FSC DOUGLAS FIR GLULAM BEAM, CLEAR SEAL & STAINTYPICAL, REF STRUCTURAL

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

140C14

0B

SCHEDULEREF. DR.

SC

HE

DU

LER

EF

. DR

.

B.O.M.2'-6"

7" B.O.M.

V.I.F.65'-9"

IGL-2IGL-2

IGL-2IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2

IGL-2

IGL-2

IGL-2

CA.1

AVERAGE SITE ELEVATION209' - 4 11/16"

239' - 1 3/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F29

'-8 9

/16"

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F28

'-7 1

/4"

LEVEL 1212' - 0"

LEVEL 2227' - 4"

LEVEL 3241' - 4"

C3C4C5C6C7

STANDING SEAM ROOF PANEL OVERNON-TAPERED INSULATION ON T&GDECKING, TYPE R2A?

HSS20X8X3/8 W/ INTUMESCENT PT.REF. STRUCTURAL

05 0000

WOOD BOARD CLADDING6" LAP

07 0000STANDING SEAM METAL ROOF OVERTAPERED INSULATION ON METAL DECKING,TYPE R1B

07 4116A

FIBER CEMENT OVER CFMF07 4646A

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

/2 A311

29'-0"29'-0"29'-0"29'-0"

14'-0

"15

'-4"

INDUSTRIAL GARAGE DOORCLEAR VUE - CUSTOM W/ IGL-2

BOD : WILSON INDUSTRIAL DOORS

08 0000

CC1-2

SC2-3SC2-2

CC1-1GC1-1

EQ EQ EQ EQ

FSC DOUGLAS FIR GLULAM BEAM, CLEAR SEAL & STAINTYPICAL, REF STRUCTURAL

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

SC

HE

DU

LER

EF

. DR

.

140D

V.I.F.42'-9"

V.I.F.9"

SCHEDULEREF DR. EQ EQ EQ EQ

V.I.F.28'-11"

EQEQEQEQ

12'-6

"

12'-6

"

V.I.F.9"

V.I.F.8"

FIBER CEMENT OVER CFMF07 4646A

IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2

4'-8" 4'-8" 4'-8" 4'-8"

C.L.4'-10"

C.L.4'-10"

C.L.4'-10"

C.L.4'-10"

C.L.4'-10"

C.L.4'-10"

C.L.4'-10"

CL4'-10"

C.L.4'-10"

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2

IGL-2

IGL-2

IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2

CW

HE

IGH

T, V

.I.F

.22

'-8 3

/16"

V.I.F.9"

V.I.F.9"

IGL-2IGL-2

IGL-2

IGL-2IGL-2IGL-2

IGL-2 IGL-2

HORIZONTAL BI-FOLD INDUSTRIAL GARAGE DOOR

SLATE PANEL04 4313A

C3.3C6.4

AVERAGE SITE ELEVATION209' - 4 11/16"

244' - 10 1/8"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F35

'-5 7

/16"

(C3.3)

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F32

'-10

1/8"

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

LEVEL 2227' - 4"

LEVEL 3241' - 4"

C7

LEVEL 0210' - 6"

STEEL PIPE COLUMN W/ INTUMESCENTCOATINGREF STRUCTURAL NARRATIVE

05 1200A

OPEN TO BEYOND

OPEN TO BEYOND

/1 A311

CC1-3

CC1-2

14'-0

"

HSS20X8X3/8 W/ INTUMESCENT PT.REF. STRUCTURAL

05 0000

FSC DOUGLAS FIR GLULAM BEAM, CLEAR SEAL & STAINTYPICAL, REF STRUCTURAL

STANDING SEAM ROOF PANEL OVERNON-TAPERED INSULATION ON T&GDECKING, TYPE R2A

BOD : MBCI

07 4116A

WOOD BOARD CLADDING07 0000

16'-1

0"

AVERAGE SITE ELEVATION209' - 4 11/16"

239' - 0 11/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F

29'-8

"B

UIL

DIN

G H

EIG

HT

- G

RA

DE

TO

RO

OF

28'-4

1/2

"

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:09:53 A

M

ENLARGED BUILDINGELEVATIONS - AREA C

A311

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A111 A311

3 BUILDING ELEVATION - AREA C, SOUTH

1/4" = 1'-0"A113 A311

1 BUILDING ELEVATION - AREA C, EAST

1/4" = 1'-0"A113 A311

2 BUILDING ELEVATION - AREA C, EAST CONT.

USE PERMIT RESUBMISSION 03.06.2017

Page 13: ARLINGTON PUBLIC SCHOOLS NORTH VIEW EAST VIEW NEW … · 2017. 3. 13. · 3. interior views in building sections are typically simplified for clarity. refer to larger scaled interior

ELEVATION / BUILDING SECTION GENERAL NOTES

1. ON SYMMETRICAL DRAWINGS, ALL NOTES AND DIMENSIONS SHOWN ONONE-HALF OF DRAWING SHALL APPLY TO BOTH HALVES OF DRAWINGS.

2. PROVIDE HIGH PERFORMANCE COATINGS AT ALL EXTERIOR FERROUSMETALS (STRUCTURAL AND DECORATIVE).

3. INTERIOR VIEWS IN BUILDING SECTIONS ARE TYPICALLY SIMPLIFIED FORCLARITY. REFER TO LARGER SCALED INTERIOR ELEVATIONS FORADDITIONAL INFORMATION.

4. FOOTINGS AND FOUNDATIONS ARE SHOWN FOR ILLUSTRATION ONLY.REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF WORK.

5. ALL DOWNSPOUTS ARE TO BE 6" TYPICAL, U.N.O.6. REFERENCE MEP & CIVIL DRAWINGS FOR FULL SCOPE OF M.E.P. AND CIVIL

WORK.7. EXTERIOR SUNSHADES ARE DISPLAYED W/ DASHED LINES @ WINDOWS8. WOOD BOARD BLOCKING TO INFILL OVER BEAMS AT GYM TO BE WESTERN

RED CEDAR. ALTERNATE DOUGLAS FIR.

GLAZING TYPES

IGL-1 CLEAR VISION, EXTERIOR INSULATED, REF SPEC.IGL-2 CLEAR VISION, EXTERIOR INSULATED & LAMINATED, REF SPEC.IGL-3 SPANDEL, EXTERIOR INSULATED, REF SPEC.IGL-4 FRITTED, EXTERIOR INSULATED, REF SPEC.IGL-5 CLEAR, INTERIOR INSULATED & LAMINATED, REF SPEC.IGL-6 CLEAR, FIRE RATED & LAMINATED, REF SPEC.IGL-7 FROSTED, EXTERIOR INSULATED & LAMINATED, REF SPEC.GL-1 CLEAR, INTERIOR LAMINATED, REF SPEC.GL-2 CLEAR, INTERIOR MONOLITHIC, REF SPEC.

GLAZING NOTES1. ALL GLAZING ON THE PROJECT IS TO BE TEMPERED.2. ALL SPANDREL GLAZING SHOWN IS SHADED.3. ALL EXTERIOR GLAZING IS IGL-1, U.N.O.4. ALL INTERIOR GLAZING IS GL-1, U.N.O.

MODULAR BRICK FINISH, REF WALLTYPES

FIBER CEMENT FINISH, REF WALL TYPES

TERRACOTTA FINISH, REF WALL TYPES

GROUNDFACE CMU

STOREFRONT & CURTAINWALL GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.2. SEE SPECIFICATIONS FOR GLASS TYPES.3. DIMS SHOWN ARE NOMINAL AND/OR ROUGH OPENINGS. CONTRACTOR TO ACCOUNT FOR JOINTS, SHIMS, SEALANT, ETC.4. CONTRACTOR RESPONSIBLE TO COORDINATE ALL ALUMINUM FRAMES WITH ALL RELEVANT DETAILS DEPICTED THROUGHOUT DRAWINGS.5. COORDINATE ALL ALUMINUM FRAMES WITH SPECIFICATION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PROVIDING ENGINEERING TO

VERIFY WIND LOADING CRITERIA IS MET IN ALL CASES. SEE STRUCTURAL DRAWINGS.6. ALUMINUM FRAME DRAWINGS REPRESENT DESIGN INTENT. SHOP DRAWINGS ARE REQUIRED PRIOR TO FABRICATION.7. NO FRAMES SHALL BE DELIVERED OR INSTALLED PRIOR TO APPROVED SUBMITTALS WHICH INCLUDE ENGINEERING DATA AND SHOP DRAWINGS

BASED ON MEASUREMENTS VERIFIED IN FIELD.8. SOME FRAME TYPES ARE REPEATED AS SIMILAR OR OPPOSITE HAND. SEE ELEVATIONS FOR QUANTITIES, LOCATIONS, AND INSTALLATION.9. COORDINATE ALL HARDWARE WITH DOOR SCHEDULE AND SPECIFICATIONS.10. SEE DOOR SCHEDULE FOR TYPICAL DOOR TYPES, WHICH INCLUDE ALUMINUM DOORS INSTALLED IN ALUMINUM FRAMES.11. SEE DOOR SCHEDULE FOR TYPES AND DETAILS OF DOORS IN ALUMINUM STOREFRONT FRAMES.12. FRAME TYPES, AS DEPICTED, REFLECT THE EXTERIOR CONDITION OF THE FRAME.13. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT LOCATIONS INDICATED. SHADES COVER FULL HEIGHT OF GLAZING, U.N.O.14. U.N.O. FILL SHIM SPACE AT SF/CW & R.O. WITH L.D.F.15. ALIGN JOINTS IN SHADE FABRIC WITH MAJOR VERTICAL MULLIONS, TYP.16. ROLLER-SHADES SHALL COVER OPERABLE SASH WITHOUT INTERRUPTION. PROVIDE INDIVIDUAL DOOR-MOUNTED ROLLER SHADES AT DOOR

GLAZING.17. ROLLER SHADES NOT REQUIRED BEHIND SPANDREL GLASS OR AT INSULATED METAL PANELS U.N.O.

PA1-#

FRAME TYPE LEVEL

TAG DESCIPRTION SPEC# BOD

P VINYL XX-XXXX INTUSS STOREFRONT XX-XXXX KAWNEER, TRIFAB 451 UTC CURTAINWALL XX-XXXX KAWNEER, 1600 UT

WINDOW FRAME TYPES

TYPICALWINDOW TAG

BUILDING AREA

WINDOW NUMBER

FINISH KEY

4' WIDE SLATE PANELS, REF WALL TYPES

LEVEL 1212' - 0"

LEVEL 2227' - 4"

LEVEL 3241' - 4"

C1 C2 C3 C4 C5

LEVEL 0210' - 6"

C2.529'-0" 14'-0" 15'-0" 29'-0" 29'-0"

/1 A312

14'-0

"15

'-4"

1'-6

"

CC1-7 CC1-6

SC2-6

P16 P16 P16 P16

14'-8

"

11'-3 3/4"

6'-5"

12'-0

"

10'-0

"

10'-0

"

10'-0

"

10'-0

"

MODULAR BRICKCUSTOM BLEND, REF SPEC.

BOD : GLEN-GERY BRICK

04 2000A

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

FSC DOUGLAS FIR GLULAM BEAM, CLEAR SEAL & STAIN06 0000 HSS20X8X3/8 W/ INTUMESCENT PT.

REF. STRUCTURAL

05 0000STANDING SEAM ROOF PANEL OVERNON-TAPERED INSULATION ON T&GDECKING, TYPE R2A

BOD : MBCI

07 4116A

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

IGL-2

IGL-7

2'-1

0"

2'-1

0"

IGL-7

IGL-2IGL-2

IGL-7

IGL-2

IGL-7IGL-2

IGL-7

2'-1

0"

2'-1

0"

14'-8

"

IGL-2IGL-2

L100

B

MU

LLIO

N2'

-0"

B.O

.

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2

IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2IGL-2

IGL-2IGL-2IGL-2IGL-2

IGL-2IGL-2

IGL-2IGL-1

IGL-2

IGL-1

IGL-2IGL-2

IGL-1IGL-1

IGL-2

IGL-1

IGL-2

IGL-1

IGL-2

12'-0

"IGL-7

IGL-2

SC

HE

DU

LER

EF

. DR

.

SCHEDULEREF. DR.

12'-0

"

C3.3

AVERAGE SITE ELEVATION209' - 4 11/16"

244' - 7"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F35

'-2 5

/16"

(C3.3)

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F36

'-4 7

/8"

LEVEL 2227' - 4"

LEVEL 3241' - 4"

C5 C6 C7

LEVEL 0210' - 6"

C8

29'-0" 29'-0" 19'-0"

14'-0

"

/3 A312

P16

CC1-5

13'-9

"

4'-6" 4'-6"

10'-0

"

2'-1

0"

STANDING SEAM ROOF PANEL OVERNON-TAPERED INSULATION ON T&GDECKING, TYPE R2A

BOD : MBCI

07 4116A

16'-1

0"

FSC DOUGLAS FIR GLULAM BEAM, CLEAR SEAL & STAINTYPICAL, REF STRUCTURAL

06 0000

HSS20X8X3/8 W/ INTUMESCENT PT.REF. STRUCTURAL

05 0000

6" STEEL DOWNSPOUTMEDIUM BRONZE ANODIZED, TYP.REF CIVIL FOR STORMWATER TIE-IN

10 0000

MODULAR BRICKCUSTOM BLEND, REF SPEC.

BOD : GLEN-GERY BRICK

04 2000A

C.I.P CONCRETE03 3000A

STEEL PIPE COLUMN W/ INTUMESCENT COATINGREF STRUCTURAL NARRATIVE

05 1200A

4'-0"

IGL-2

IGL-2

IGL-2 IGL-2 IGL-2

IGL-2IGL-2IGL-2

REF LANDSCAPE

HSS20X8X3/8 W/ INTUMESCENT PT.REF. STRUCTURAL

05 0000

IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2

FIBER CEMENT OVER CFMF5" LAP

BOD : HARDIPANEL

07 4646A

14'-6" 9'-8" 4'-10"

EQEQ

4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"

C6.4

AVERAGE SITE ELEVATION209' - 4 11/16"

241' - 7 11/16"

T.O. ROOF

BU

ILD

ING

HE

IGH

T -

A.S

.E. T

O R

OO

F32

'-3 1

/16"

BU

ILD

ING

HE

IGH

T -

GR

AD

E T

O R

OO

F34

'-7 3

/4"

FIXED MECHANICAL LOUVERSGARAGE INTAKE

08 9119A

4'-0"

9'-0

"

CO

M

N

LT F V

GI

IA

O

EAH

W

M

N

RIO

AR C H I T E C

T

0

SUBMITTAL DATE

ISSUES AND REVISIONS

DRAWING NOT FORCONSTRUCTION

NO.

4' - 0" 8' - 0" 12' - 0"

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

AT THE SITE OF THOMAS JEFFERSON MIDDLE SCHOOL

VMDO Project Number

Drawn By

Checked By

Client Project Number 60FY16

A

B

C

NEW ELEMENTARY SCHOOL #2

ROBERT WILLIAM MOJE

LIC. NO. 479

C:\_R

evit Local\NE

S at T

J_Central_D

D_2016_tucker@

vmdo.com

.rvt3/7/20

17 11:10:02 A

M

ENLARGED BUILDINGELEVATIONS - AREA C

A312

125 South Old Glebe RdArlington, VA 22204

ARLINGTON PUBLIC SCHOOLS

125 South Old Glebe RdArlington, VA 22204

1152

PMD

DEM

1/4" = 1'-0"A111 A312

3 BUILDING ELEVATION - AREA C, WEST

1/4" = 1'-0"A113 A312

1 BUILDING ELEVATION - AREA C, WEST CONT.

USE PERMIT RESUBMISSION 03.06.2017