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CO
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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
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
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AR C H I T E C
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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
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
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W
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AR C H I T E C
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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.
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
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
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.
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
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
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
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.
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
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
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