ANNA K. GAY
2012–2018
CONTENTS Resume .................................................................................... 5 Braque Painted Landscape Museum of the City
................................................. 6
......................................................... 10
Prague Infrastructure
....................................................... 14
School of the Arts (R-CON)
............................................ 18
Raleigh Urban Garden Center
....................................... 22
NC State University North Theater Vincentian Senior Living
................................ 26
................................................ 30
Seton Hill University Residence Hall
.............................. 34
ANNA K. GAY Registered Architect, North Carolina 4625 Carroll St. Pittsburgh, PA 15224 T: 919.356.8443 E: akgay@ncsu.edu
4
EDUCATION AUG 2011 MAY 2016
North Carolina State University | Raleigh, NC Bachelor of Architecture Bachelor of Environmental Design in Architecture Minor in Landscape Architecture Graduated Summa Cum Laude
AUG 2014 JAN 2015
Prague Institute | Prague, Czech Republic School of Design Study Abroad Program
PROFESSIONAL AUG 2016 PRESENT
EwingCole | Pittsburgh, PA Architect Develops and manages coordination for projects from programming to CA phases.
JAN 2014 JUL 2016
EwingCole | Raleigh, NC Architectural Intern Responsible for development of drawings and presentations.
JAN 2014 MAY 2016
North Carolina State University | Raleigh, NC Materials Lab Technician Supervised materials lab and trained students/ faculty on proper machine/tool usage.
APR 2013 AUG 2013
K2M Design | Charlotte, NC Architectural Intern Produced presentation and construction drawings for national retailers. 5
BRAQUE PAINTED LANDSCAPE COMPLETED DECEMBER 2012
Fig. 1: Figure studies, acrylic paint.
6
Focusing on creation of site through the manipulation of Georges Braque’s painting “The Portuguese,” a center was designed that echoed forms found in his work.
With the cubist ideals of geometricity and simultaneity in mind, an exploration of the major lines and shapes in the painting influenced the building in both plan and section. A rigorous exercise in translating these 2D geometric hierarchies to 3D space was undertaken and allowed for thoughtful creation of a series of rooms meant for experiencing the art movement in it’s entirety.
Fig. 2: Section exercise, pencil.
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8
Fig. 3: (Above) Project model with dowel joinery, cedar and pine.
Fig. 4: (Left) Plan and section sketches, pencil.
Fig. 5: (Right) Detail of project model, cedar and pine.
9
MUSEUM OF THE CITY COMPLETED APRIL 2013
10
With goals of designing a museum that celebrates Charleston’s history as well as reflecting the city’s architectural typologies, a study to find a site suitable for both objectives began. Nestled in the city’s historic core amongst 19th century churches and family homes, a museum was sited that is both celebratory and respectful towards the existing city fabric. Solar shading and cross-ventilation were of primary consideration due to the hot-humid climate and outdoor space-making was key to preserving the cultural and spiritual nature of the site.
Fig. 1: Charleston block plan, pencil.
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12
13
PRAGUE INFRASTRUCTURE COMPLETED DECEMBER 2014
People can come together in reflection of a rich history in this park - on this path. Graffiti-taggers, homeless looking for shelter, business people, children, the elderly (read all people) can find safe refuge and passage in this experiential park. Blurring the lines between architecture, landscape architecture and infrastructure, this sequence of spaces hovers over train tracks, connecting the hill-top neighborhood of Bohdelec to the primary transit line along the Prague 10 district. Each concrete pavilion lets one experience a different facet of Prague’s industrial legacy.
14
Fig. 1: Circulation sequences, pencil with postrendering in photoshop.
Fig. 2: Tactility and Vision pavilion plans, pencil with post-rendering in photoshop.
Fig. 3: Final site plan, pencil with postrendering in photoshop.
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Fig. 4: Sections, pencil with postrendering in photoshop.
Fig. 5: Tactility pavilion, pencil with postrendering in photoshop.
Fig. 6: (Above, Right) Sensory pavilions, pencil with post-rendering in photoshop.
17
RALEIGH CONTEMPORARY SCHOOL OF THE ARTS COMPLETED APRIL 2016
Intentioned to be a place to put Raleigh’s art scene on display as well as educating the next generation of artists, R-CON stands as an anchor in the capital’s warehouse district. The exhibition space and lecture hall is housed in the more opaque masonry portion of the project, which holds its’ own against the adjacent infrastructure. A series of studios and courtyards of glass and steel serves as the educational space, allowing natural lighting and visibility to permeate the spaces. A final utilitarian block housing stairs, bathrooms and mechanical spaces caps the building off and creates the edge for a path to the existing art museum, CAM.
Fig. 1: Exploded Axonometric, digital modeling, pencil, photoshop.
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19
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Fig. 2: Gallery and studio spaces, digital modeling, photoshop.
Fig. 3: 1” = 1’-0” “chunk” model, mdf, bass wood, aluminum, foam plastic, copper
21
RALEIGH URBAN GARDEN CENTER COMPLETED AUGUST 2016
A semi-subterranean corridor of classrooms serves as the base for the above facility, housing exhibits of local flora. The glassy display hall and laboratories are perched on top, with generous views of downtown Raleigh. Visibility, climate and use of local materials were key considerations throughout the project as the building would house the future stewards of Dorothea Dix Park. The building elevations are broken down in scale by eastern cypress fins, which shade and add to the tactile nature of the building.
22
Fig. 1: View looking east, digital modeling, pencil, photoshop.
Fig. 2: Southwest elevation, digital modeling, pencil, photoshop.
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Fig. 3: (Left) View of Raleigh and entrance elevation, digital modeling, pencil, photoshop.
Fig. 4: Wall Section through exhibit building, digital modeling, photoshop.
25
NC STATE UNIVERSITY NORTH THEATER COMPLETED JANUARY 2017
26
As one of the primary lecture halls on the College of Veterinary Medicine’s campus, the theater was completed for students to enjoy the highest quality acoustics and AV technology.
The dated theater and adjacent rooms were renovated to bring in more natural light, modify seating layout and improve overall experience of the professors and students. Special attention was given to detailing of the ceiling, with reveals at walls and curves following the floor tiers.
Fig. 1: Final floor and fixture installation.
27
1
2
3
4
X9
Fig. 2: (Left) Wall section at new window, digital modeling. XD
EXISTING BRICK WALL TO REMAIN
C C R
E
EXISTING PRECAST CO
EXISTING SLAB
Fig. 3: (Right) In-progress photographs. EXISTING PRECAST BEAM 09 2116.B00 09 2900.A01 EXISTING STRUCTURAL STANDING SEAM ROOF TO REMAIN
09 2116.B01 09 2116.A01
PATCH AND REPAIR EXISTING BATT INSULATION AT ROOF AS REQUIRED
09 2216.A02
07 9200.A01
D
04 2000.F04 06 1600.B02 05 4000.B03 SHORE EXISTING JOIST TO RECONSTRUCT WALL W1
09 2216.B02
04 2000.D04
EXISTING EXTERIOR ME
09 2216.C01
EXISTING WIDE FLANG
09 2216.A02 09 5113.B02
EXISTING STRUCTURAL
04 2000.F07
07 2100.C02 GALVANIZE STEEL, TYP.
6 1/8"
09 5113.C01
04 2000.F06 7 5/16"
07 2726.A02 04 2000.F04 04 2000.F09
C
7 11/16"
8'-8" VIF
NEW INFILL CONSTRUCTION
07 2726.A01
REFER TO RCP FOR CEILING HEIGHT 09 5113.B01 09 5113.A02
GALVANIZE STEEL, TYP.
5 5/8"
05 1200.A06
09 092900.A01 2900.A01 05 1200.A03
08 4113.A01
8"
8"
PAINT STEEL TO MATCH ROLLER SHADE HOUSING
4"
12'-4"
12 2413.B01
SLOPE SILL PAN TO DRAIN. FLASH TO CONCRETE ON SIDES AND SEAL ALUM BRAKE METAL TRIM, HEMMED VERTICALLY, PAINT TO MATCH WALL (PT-1)
04 2000.F09
09 2216.A0
09 2216.A0
PATCH AND REPAIR BRICK AS REQUIRED
04 2000.F04
09 5113.C0
09 5113.B
3'-8"
B
09 2216.B0
LEVEL 1 0"
2'-10" MIN, 3'-2" MAX
C4 A300
EXISTING CONCRETE LANDING TO REMAIN
LIGHT FIXTURE - SEE RCP AND ELECTRICAL DRAWINGS 09 5113.A02 09 5113.B01 09 2216.D01
09 6813.A01
2'-0" VIF
EXISTING WALL TO REMAIN
ACP-2
09 5113.B01 09 5113.B01
MECHANICAL DIFFUSER
09 5113.A01 09 5113.B07 09 5113.B01
A
09 5113.C01
NORTH THEATER -5' - 8"
09 2900.A01
5/8" +/-
A1
WALL SECTION - NORTH STOREFRONT GLAZING 1
28
A3
1 1/2" = 1'-0"
2
3
VARIES
SECTION DETAIL - FIRE RATED SHAFTWALL 3" = 1'-0"
4
29
VINCENTIAN SENIOR LIVING UNDER CONSTRUCTION
With an increasing senior population, the Allison Park township just north of Pittsburgh will receive an independent living community with the highest care placed on health and well-being.
Fig. 1: (Above) Preliminary site sketch, pen, digital modeling.
Fig. 2: (Right) Approach rendering, digital modeling, photoshop.
30
Balancing both traditional and modern aesthetics and ideals, this 90 unit housing project will act as a hub for healthy living, social events and local outreach. A large, glazed common space frames an inner courtyard with spaces for gardening, bocce and seating area. Daylighting and connectivity to the outdoors is achieved with efficient use of balconies and glazing all the while maximizing comfort within each living unit.
31
Fig. 3: Wall section sketch exercise, digital modeling, marker.
32
BC.8
SLOPE LW.
PTD. GWB., TYP. PTD. 4" WD. BASE, TYP.
BC.8
20' - 8"
3/4" SHEATHING, 1 x 4PLYWOOD WD. FURRING STRIPS, TYP. SOUND ATTENUATING BLANKET INSULATION 18"RIGID RIM JOIST, SEE STRUCTURAL DWGS. 2" INSULATION R-7.5, TYP. FIBER CEMENT 2 x 6 WD. STUDSLAPPED SIDING, TYP. WEATHER BARRIER, TYP. 6" BATT INSULATION R-13, TYP. 3/4" SHEATHING, 1 x 4PLYWOOD WD. FURRING STRIPS, TYP. 18" RIM JOIST, SEE STRUCTURAL DWGS. 2" RIGID INSULATION R-7.5, TYP.
SECTION DETAIL - FLOOR TO WALL ASSEMBLY (TYP.)
SCALE: 3" = 1'-0"
2 x 6 WD. STUDS WEATHER BARRIER, TYP. 6" BATT INSULATION R-13, TYP. 3/4" PLYWOOD SHEATHING, TYP.
AA SECTION DETAIL - FLOOR TO WALL ASSEMBLY (TYP.)
SCALE: 3" = 1'-0"
7
SCALE: 3" = 1'-0"
AA PTD. 5/8" GWB., TYP. - FLOOR TO WALL ASSEMBLY (TYP.) SECTION DETAIL
VAPOR BARRIER, TYP.
6" BATT INSULATION R-13, TYP.
AA
18" RIM JOIST, SEE STRUCTURAL DWGS. 2 x 6 WD. STUDS FIBER CEMENT LAPPED SIDING, TYP. 6" BATT INSULATION R-13, TYP. 1 x 4 WD. FURRING STRIPS, TYP.
VAPOR BARRIER, TYP.
3/4" PLYWOOD SHEATHING, TYP. 1 x 4 WD. FURRING STRIPS, TYP. FIBER CEMENT STARTER STRIP, TYP. WEATHER BARRIER, TYP. FLASHING, TYP.
13.00°
FIBER CEMENT LAPPED 2" RIGID INSULATION R-7.5, SIDING, TYP. TYP.
SCALE: 3" = 1'-0"
6
SCALE: 3" = 1'-0"
BC.8
2" RIGID INSULATION R-7.5, TYP.
VAPOR BARRIER, TYP.
MASONRY TIE, TYP. 3/4" PLYWOOD SHEATHING, TYP. 4" MASONRY VENEER, TYP. FIBER CEMENT STARTER STRIP, TYP.
WALL SECTION - SF. HEAD @ INSULATED BALCONY
BC.8
WALL SECTION - SF. HEAD @ INSULATED BALCONY
2 HR CEILING ASSEMBLY, SEE A4.6.1 STEEL BEAM, SEE STRUC. DWGS.
BC.8
13.00°
PTD. 5/8" GWB., TYP.
2 HR RATING
6
3/4" PLYWOOD SHEATHING, 1 x 4 WD. FURRING STRIPS, TYP. TYP. FIBER CEMENT STARTER STRIP, TYP. WEATHER BARRIER, TYP. FLASHING, TYP.
PTD. 5/8" GWB., TYP.
6" BATT INSULATION R-13, TYP.
SCALE: 3" = 1'-0"
WEATHER BARRIER, TYP. FIBER CEMENT LAPPED 2" RIGID INSULATION R-7.5, SIDING, TYP. TYP.
WALL SECTION - SF. HEAD @ INSULATED BALCONY
6
6" BATT INSULATION R-13, TYP.
2 HR CEILING ASSEMBLY, SEE A4.6.1 PTD. 5/8" GWB. STEEL BEAM, SEE STRUC. DWGS. PTD. 5/8" GYP. RETURN
3"
13.00°
FLASHING, TYP.
2 1/2"
7
7"
7
7"
1 HR RATING
1 x 4 WD. FURRING STRIPS, TYP. SOUND ATTENUATING BLANKET INSULATION 2" RIGID INSULATION R-7.5, TYP. FIBER CEMENT LAPPED SIDING, TYP. WEATHER BARRIER, TYP.
2 HR RATING
FIBER CEMENT LAPPED LEVEL SIDING, TYP. 3
2 HR RATING
1 HR RATING
SOUND ATTENUATING BLANKET INSULATION
NO RATING
PTD. 4" WD. BASE, TYP.
SLOPE LW.
NO RATING
LEVEL 3 20' - 8"
1 HR RATING
SEE FLOOR/CEILING SEE FLOOR/CEILING ASSEMBLY SEE FLOOR/CEILING ON A4.6.1 ASSEMBLY ON A4.6.1 ASSEMBLY ON A4.6.1
BC.8 PTD. GWB., TYP.
NO RATING
PTD. 4" WD. BASE, TYP.
SEE FLOOR/CEILING SEE FLOOR/CEILING SEE FLOOR/CEILING ASSEMBLY ON A4.6.1 ASSEMBLY ON A4.6.1 ASSEMBLY ON A4.6.1 SEE CEILING ASSEMBLY SEE SEE ONCEILING ONCEILING ON A4.6.1 A4.6.1 ASSEMBLY A4.6.1 ASSEMBLY
SLOPE LW.
LEVEL 3 20' - 8"
PTD. GWB., TYP.
1" 2 HR CEILING ASSEMBLY, SEE A4.6.1 PTD. 5/8" GWB. STEEL BEAM, SEE STRUC. DWGS. PTD. 5/8" GYP. RETURN
7"
4" MASONRY VENEER, TYP.
2 1/2"
MASONRY TIE, TYP.
3"
1"
5
DETAIL - MASONRY VENEER TO SIDING @ WD. STUD WALL (TYP.)
4" MASONRY VENEER, TYP.
4
SCALE: 3" = 1'-0"
PTD. 5/8" GWB.
SECTION DETAIL - STOREFRONT HEAD AND ENTRY SOFFIT
SCALE:PTD. 3" = 1'-0" 5/8"
GYP. RETURN
3"
AA
SCALE: 3" = 1'-0"
5
DETAIL - MASONRY VENEER TO SIDING @ WD. STUD WALL (TYP.)
FIBER CEMENT LAPPED 4" RIGID INSULATION RSIDING, TYP. 13.3, TYP.
BC.8
PTD. WD. TRIM, TYP.
SECTION DETAIL - STOREFRONT HEAD AND ENTRY SOFFIT 4 VAPOR BARRIER, TYP. SCALE: 3" = 1'-0"
1 x 4 WD. FURRING STRIPS, FIBER CEMENT STARTER TYP. STRIP, TYP.
PTD. GWB., TYP. 4" WD. BASE TYP.
WEATHER BARRIER, TYP. SST. FLASHING, TYP.
FINISHED FLOOR PTD. WD. TRIM, TYP. COMPRESSIBLE FILLER, TYP. VAPOR BARRIER, TYP. 3/4" CONC. TOPPING SLAB PTD. GWB., TYP. 5" CONC. SLAB 4" WD. BASE TYP.
BC.8
13.00°
FIBER CEMENT LAPPED 4" RIGID INSULATION RSIDING, TYP. 13.3, TYP. 1 x 4 WD. FURRING STRIPS, FIBER CEMENT STARTER TYP. STRIP, TYP. WEATHER BARRIER, TYP. SST. FLASHING, TYP.
FINISHED FLOOR PTD. WD. TRIM, TYP. COMPRESSIBLE FILLER, TYP. VAPOR BARRIER, TYP. 3/4" CONC. TOPPING SLAB PTD. GWB., TYP. 5" CONC. SLAB 4" WD. BASE TYP.
13.00°
4" RIGID INSULATION R13.3, TYP.
FIBER CEMENT STARTER STRIP, TYP.TIE, TYP. MASONRY SST. FLASHING, TYP. 4" MASONRY VENEER, TYP.
FINISHED FLOOR COMPRESSIBLE FILLER, TYP.
13.00°
11/16/2017 5:30:37 PM 11/16/2017 5:30:37 5:30:37 PM 11/16/2017 PM C:\Revit Local C:\Revit Local C:\Revit Local Files\20170313_A16_CENTRAL_kgay.rvt Files\20170313_A16_CENTRAL_kgay.rvt Files\20170313_A16_CENTRAL_kgay.rvt
SECTION DETAIL - STOREFRONT HEAD AND ENTRY SOFFIT
SCALE: 3" = 1'-0"
WEATHER BARRIER, TYP.
SCALE: 3" = 1'-0"
AA
4
1 x 4 WD. FURRING STRIPS, TYP.
8"
AA
BC.8
8"
DETAIL - MASONRY VENEER TO SIDING @ WD. STUD WALL (TYP.)
1" FIBER CEMENT LAPPED SIDING, TYP.
8"
5
3/4" CONC. TOPPING VAPOR BARRIER,SLAB TYP. MASONRY TIE, TYP.
5" INSULATION, CONC. SLAB 2" RIGID TYP.
4" MASONRY VENEER, TYP.
3
DETAIL - MASONRY VENEER TO SIDING @ CMU BLOCK WALL (TYP.)
SCALE: 3" = 1'-0"
MASONRY TIE, TYP.
2
VAPOR BARRIER, TYP.
DETAIL - SF. SILL @ 8" MASONRY VENEER
SCALE: 3" = 1'-0" 2" RIGID INSULATION, TYP.
4" MASONRY VENEER, TYP.
DETAIL - MASONRY VENEER TO SIDING @ CMU BLOCK WALL (TYP.)
3
SCALE: 3" = 1'-0"
3
SCALE: 3" = 1'-0"
DETAIL - MASONRY VENEER TO SIDING @ CMU BLOCK WALL (TYP.)
2 1/2"
MASONRY TIE, TYP.
2
VAPOR BARRIER, TYP. DETAIL - SF. SILL SCALE: 3" = 1'-0" 2" RIGID INSULATION, TYP.
@ 8" MASONRY VENEER
Fig. 4: Wall section details, digital modeling. 2
DETAIL - SF. SILL @ 8" MASONRY VENEER
SCALE: 3" = 1'-0"
33
SETON HILL UNIVERSITY RESIDENCE HALL UNDER CONSTRUCTION
Fig. 1: Site circulation study, digital modeling, InDesign.
A solution for a growing, private University with a need for on-campus student housing.
34
The masonry building fits into the existing campus plan, both paying homage to the adjacent buildings while establishing itself as a more contemporary entity. The building bounds an inner greenspace and facilitates circulation to its surrounds. The 144 bed building maximizes living efficiency while still allowing for plenty of study and common social spaces.
14
12
A3.5.2
" 5/8
8'
36 '-8 "
-4
"
+/-
19
'-
3'
2
9' 5
3/4
-4
A3.5.2
-4
"4
9"
-0
"
1'
A3.1.1 Sim
4' -4
-0
"
"
-0
"
4'
-0
-4
" 5/8
8
+/-
5'
-8
-8 "
4' 9
-0
"
1/4 1 " '-
4' 4"
-0
4'
-8
-0
4' -4
8" 1/4 "
24 '
4'
"
4'
-0
-4
"
"
1/4 "
-0
-8
36 '-8 "
-4
0"
4'
-0
"
4' -4
-0
"
11 '-
-8 " 4'
-0 "
1'
4'
-0 "
9
-4
"4
'-
9"
A3.5.2
4'
-0
Sim
A3.5.2
4' -4
"
-0
80' - 1 1/2"
-0 "
-4 " 4'
8'
-0 "
-1 1
1/8
"
9'
-4
1/4
LOBBY 113 532 SF
140. 00°
"
-0 "
4'
-0
"
4' 4"
4'
1'
-0 "
-8
" 1'
2 A5.2.1
4' -4
"
"
4'
-0
4'
-0 "
36 '-8 "
8 5/8" 12' - 8"
12' - 4 1/8" 8' - 0"
4' - 0"
4' - 0"
A3.1.1
-8
-0
3
"
4' -4
"
8' - 8"
4' - 0"
4' - 0"
8' - 8"
4' - 0"
4' - 0"
1' - 4"
1' - 4"
8' - 8"
10' - 0" 5' - 4" 39' - 0 1/2" 22' - 8"
4' - 0"
4' - 0"
+/- 17' - 2 1/2"
1' - 4"
1' - 4"
3
Sim
A3.5.2
9' - 4"
4' - 0"
4' - 0"
8' - 8"
1
2
Sim
4' - 0"
4' - 0"
11' - 4 1/2" 36' - 0"
8' - 8"
36' - 8" 1' - 4"
1' - 4" 4' - 0" 4' - 0"
9' - 1 3/8"
4' - 0"
4' - 0"
4
1' - 4" 8' - 8"
11' - 8" 1' - 4"
4' - 0"
4' - 0"
8' - 8"
4' - 0"
8 5/8"
A3.5.2
1 158' - 1 1/4"
S205
S203
2
Sim
2
A3.5.2
+/- 41' - 4"
J.C. 107 38 SF
A3.5.2
STORAGE 104 78 SF
15' - 4"
4' - 0"
IT 111 80 SF
4' - 0"
8' - 8"
8' - 8"
11' - 8"
4' - 0"
8 5/8"
+/- 5' - 4" MECH. CL. 202
FEC
S204
S202
S105
S103
9' - 4"
4' - 0"
4' - 0"
8' - 8"
4'
CORRIDOR -S.0" 4' - 0" 103 812 SF
1' - 4"
1' - 4"
FEC 8' - 8"
4' - 0"
168' - 11 3/8"
4' - 0"
8' - 8"
S200
Sim
2
1
A3.5.2
S104
4' - 0"
4' - 0"
8' - 8"
4' - 0"
4' - 0"
8' - 8"
4' - 0"
4' - 0"
1' - 4"
1' - 4"
MECH CL. 102 - 2 +/- 17' 19 SF
FEC
Sim
1/2"
A3.1.1 S102
S100 RD SUITE
4' - 0"
4' - 0"
9' - 4"
4' - 0"
4' - 0"
8' - 8"
1' - 4"
4' - 0"
4' - 0"
1' - 4"
Sim
2
1
8' - 8"
4' - 0"
4' - 0"
8' - 8"
4' - 0"
1' - 4"
169' - 5 1/4"
4' - 0"
8' - 8"
4' - 0"
14' - 0"
1' - 4"
-0
" +/-
5'
B
2 A3.5.1
1
REVISIONS 3 A3.1.1
CA
Sim
A.5
DB
Sim
A3.5.1
C B A
3 A3.1.1
C
NO. BY KEY PLAN
ISSUE 4 ISSUE 3 ISSUE 2 ISSUE 1
DESCRI
Set
1
4' - 0"
4' - 0"
DRAWN BY
D
+/- 17' - 2 1/2"
PROJECT NO. DRAWING NAME
5 A5.1.3
FLOOR PLAN LEVEL
A3.1.1
A3.5.2
FLOOR/SECTION PHA
N
SCALE: 3/32" = 1'-0"
PRINCIPAL Michael Kuchera
A3.1.2
5
2 A3.3.1
3 A3.3.1
1' - 0 4" 8 '" 11 4' 1/8 -0 " "
5
9
Sim
4
2
3
1 A5.1.1
A3.5.2
1 A3.5.2
158' - 1 1/4"
2
Sim
36' - 4"
SOFFIT ABOVE
A3.5.2 11' - 8"
36' - 0" 1' - 4" 4' - 0" 4' - 0"
+/- 41' - 4"
8' - 8"
36' - 0" 1' - 4" 4' - 0" 4' - 0"
8' - 8"
PROJECT MANAGER Edgar Smith
1
Sim
2
146' - 5 1/4" 4' - 10 3/4"
C
4' - 0"
1' - 4" 4' - 0"
9' - 1 3/8"
36' - 8"
1' - 4" 4' - 0"
4' - 0"
8' - 8"
4' - 0"
1' - 4" 4' - 0"
8' - 8"
11' - 8" 4' - 0"
1' - 4" 4' - 0"
8 5/8"
REVISIONS
+/- 5' - 4"
A
ELEVATOR 105 65 SF
LOBBY 113 532 SF
FEC
"
LAUNDRY 112 238 SF
00° 130.
-4
1 A3.5.1
1' - 4"
1
Sim
LEVEL 1 FLOOR PLAN
1
Sim
N
LEVEL 2 FLOOR PLAN
15' - 4"
6 A5.1.3
8 5/8" STAIR 1 101 236 SF
1
A3.5.2
Sim
2 A3.5.1
S101
1' - 4"
1' - 4"
Sim
1 A5.2.1
4' - 0"
SITTING AREA 200
1' - 4" 4' - 0" 4' - 0"
SCALE: 3/32" = 1'-0"
4' - 0"
10
9' - 1 3/8"
203
1' - 4" 4' - 0" 4' - 0"
PROJECT MANAGER Edgar Smith
A.5
S201
36' - 8"
1' - 4"
S. VESTIBULE 100
S106
6
1' - 4" - 0" 4' - 0" S.4' CORRIDOR
RESTROOM 109 70 SF
1' - 4"
1 A5.1.2
1' - 4" 4' - 0" 4' - 0" FEC 8' - 8"
STAIR 1 201 236 SF
ELECTRICAL 106B 218 SF S206
SERVICE CORRIDOR 110 134 SF
MAIL 108 88 SF
8' - 8"
36' - 0"
PRINCIPAL Michael Kuchera
A
11' - 8"
36' - 0" 1' - 4" 4' - 0" 4' - 0"
1
Sim
146' - 5 1/4"
PLMBG IT CL. 106A 204 80 SF 80 SF
5 1/8"
+/- 5' - 4"
4' - 0"
3
1 A5.1.1
36' - 4"
SOFFIT ABOVE
1
Sim
A3.5.2
160' - 7 3/8"
1' - 4"
2
A3.5.2
-4 "
KEY PLAN
1
4
36' - 0"
1' - 4"
S207
2
5'
6 A5.1.3
8 5/8"
A3.1.1
2
5 5
9
LAUNDRY 112 238 SF
W. VESTIBULE 114 85 SF
1'
3 A3.1.1
S111
" 4'
168' - 11 3/8"
4' - 0"
A3.1.2
A3.3.1
11' - 4" 4' - 0" FEC +/- 2' - 10 1/4"
8"
4' - 0"
Sim
2
1' - 4"
PLMBG 106A 80 SF
MAIL 108 88 SF
J.C. 107 38 SF
ELECTRICAL 106B 218 SF
SERVICE CORRIDOR 110 134 SF
S105 STORAGE 104 78 SF
S103
S101
RESTROOM 109 70 SF
" 8'
1
EXPANSION JOINT, SEE STRUCTURAL
S112
-0
10
1 1' -4 " -0 "
1' - 4"
8' - 8"
127' - 9 1/4" 36' - 4"
4' - 10 3/4"
-4 "
E. VESTIBULE 115 136 SF
Sim
B C
Fig. 2: Floor 2 plan, digital modeling.
Sim
2
A3.3.1
-0 "
" 8'
5 5
7
-4 "
4' - 0"
A3.5.2
1' - 4"
4'
-0
5'
4' - 0"
Sim
A3.5.2
A3.3.1
ELEVATOR 205 65 SF
+/- 14' - 11"
11
9'
"
1/4 1 " '-
2
1
FE C
9
6
STUDENT KITCHEN 206 258ELEVATOR SF 105 65 SF
7
-8 "
"
96 '-
2
1'
+/"
1'
1
ELEC CL. 214 55 SF
8"
SOFFIT ABOVE A3.1.2
11 0' -9 36 1/4 '" 0"
Sim
1 A3.5.1
N
A3.3.1
9
+/21' - 5 5/8" 5' 11 -4 '9" " 3' - 8" 3' - 6 1/4" +/- 2' - 3 1/4" 4' - 0" 4' - 0"
1/2 "
8'
3'
-8 "
8' - 8"
1' - 4"
2
FEC
S114
Sim
-0 "
2 3/4"
N. CORRIDOR 116 534 SF
4"
36 '-
W. VESTIBULE 114 85 SF
4'
FE C
-0 "
"
S113
1 A5.1.3 2
4'
4"
'-
-4
4' - 0"
EXPANSION JOINT, SEE STRUCTURAL
5' -
19
11
4' - 0"
S. VESTIBULE 100
S. CORRIDOR 103 812 SF
FEC
MECH CL. 102 19 SF
FEC
"
+/-
'-
9' - 4"
3/8
"
35
4' - 0"
11
13
5/8
-4 " -0 "
Sim
11 '-
8
4'
E. VESTIBULE 115 136 SF
Sim
4'
S200
LEVEL 2 FLOOR PLAN
3
S111
3
A3.5.2
-4 "
S202
Sim
1 A5.2.1
6
1'
4'
35 '-
" -0
5'
1
8'
0"
4'
" +/-
MECH. CL. 202
FEC
SCALE: 3/32" = 1'-0"
A3.3.1
A3.3.1
S211
-0 "
A3.5.2
1' -4 -0 " "
MECH. CL. 119
'-
10
1' 4' - 4" -0 "
1
Sim
TRASH 118 161 SF
14
A.5
Sim
2 A3.5.1
A3.1.2
8"
"
Sim
2 -0 "
36 '-8 "
-4 "
A3.5.1
12
8"
-4 "
5'
"
A3.5.2
STAIR 2 117 233 SF
1'
-0 "
"
5
S115
"
4'
A3.5.1
"
5/8
-0 "
FE C
+/-
1'
-0 "
4'
" 8'
28 '
Sim
8'
11
LOUNGE 207 906 SF
-4 "
-1
22 '-
-0 "
-0 "
4' - 0"
A3.5.2
1
S112
-0
"
A
S201
S. CORRIDOR 203
S204
1' - 4"
2
" -0
15' - 4"
7
+/-8
4' - 0"
+/- 2' - 10 1/4"
"
"
Sim
5'
-1 52 '
"
4' 1'
8'
5/8
8
A3.1.2
4'
11' - 4"
A3.3.1
1
-8 "
EXPANSION JOINT, SEE STRUCTURAL 8'
2 A5.2.1
"
1' - 0 4" " 4'
4'
Sim
11 0' -9 36 1/4 '" 0"
-0 "
-0 "
S212
-0
"
105' - 9 5/8"
8"
4'
FEC
S206
4' 1' - 0 4" "
A3.5.2
-4 "
IT CL. 204 80 SF
1 A5.1.2
11
"
9'
8'
11 '-
1'
"
4'
3
-0 "
4'
4'
8
D
5/8
00° 130.
C C.5
-0 "
1
"
-4
S203
STAIR 1 201 236 SF
2 3/4"
1 0
9'
-9 "
A3.1.1
B
4'
Sim
1'
80' - 1 1/2"
A3.1.1
5/8
5 1/8"
+/- 5' - 4"
CONSULTANTS
8' 8'
1'
8
8 5/8" 4' - 0"
D
140. 00°
"
" S114
14 2
11 9' -
0"
4 -0 " "
"
96 '-
A
36 '-8 "
A3.5.2
" -4
4' - 0"
1/2 "
A3.1.2
-S213
8' 9'
8' - 8"
Copyright ©2017 by EWINGCOL
11
N. CORRIDOR 116 534 SF
1' 4'
-0 "
8'
" 4'
A3.5.2
C:\Revit Local Files\20170706_A18_CENTRAL_bjones.rvt
1'
4' '-
2
1
4
4'
'-
Sim
FE C
1'
Sim
Sim Sim 3
S113
"
4' - 0"
STUDENT KITCHEN 206 258 SF
35
A3.5.1
12
4'
"
A3.5.2
4' - 4" -0 "
2 -0 "
-4
5
N. CORRIDOR 213
4"
1 A5.1.3
5'
1
1'
8"
"
11 0' -
A3.5.2 5/8
-0
11' - 8" 1' - 4"
4' - 0"
35 '-
9
1/4
"
STAIR 1 101 236 SF
IT 111 80 SF
S104
S100 RD SUITE
S102
S106
8 5/8"
Sim
1
4'
+/-
A3.5.1 -8 "
8' -0 "
"
12
FE C 1'
"
-0
A3.5.2
4' 1' - 0 4" " 8'
S205
FEC 4'
Sim
2
8"
8'
FE C
0"
-0
"
FE C
8
" 5/8
STAIR 2 117 233 SF
4'
1' - 4" 8' - 8"
8 5/8"
-1
19 ' 8" 1/4 " -1
4'
-0
"
S214
TRASH 118 161 SF
4' - 0"
12' - 8"
22 '-0 "
S207
LOUNGE 207 906 SF
4' -4
EXPANSION JOINT, SEE STRUCTURAL
-8 "
ELEVATOR 205 65 SF
"
S115
8
'-
-8
1'S215 -4 "
1/4 "
Sim
4' - 0"
SITTING AREA 200
1'
1 4' ' - 4 -0 " "
-0 "
STAIR 2 209 233 SF
11' - 4 1/2" 36' - 8" 1' - 4" 9' - 1 3/8"
" 8'
"
22 '-
24 '
1/4 " -4 "
11 '-
+/- Sim 27 '5
2
13
5/3/2018 11:51:32 AM
-0
MECH. CL. 119
"
8
C:\Revit Local Files\20170706_A18_CENTRAL_bjones.rvt
4'
4'
3
A3.5.2
A3.5.2
5/3/2018 11:51:32 AM
"
"
8"
28 '
5/8
S212
-0
"
13
4'
5'
-1 52 '
-4
"
J.C. 212 54 SF
0"
8
-0
"
11 '-
"
8' - 8"
12' - 4 1/8"
-0 "
MECH. CL. 211
TRASH 210 93 SF
4' - 0"
10' - 0"
"
5/8
1
8"
3/8
8
1
B C
4' - 0"
5' - 4"
14 '-
4'
8' - 8"
52' - 1 1/4"
"
1'
"
3' -
1/2 "
A3.5.2
4' - 0"
52' - 1 1/4"
-8
-9 "
Sim
3
11 '-
8"
28 '
-3
5'
4' - 0"
39' - 0 1/2"
8'
3/4 "
1/4 " -1
-4 "
5'
52 ' 11 '-
+/-
5/8
9' - 4"
1' - 4" 4' - 0" 4' - 0"
ELEC CL. 214 55 SF
"
14 8
4' - 0"
36' - 0"
1' - 4"
12' - 9 1/4" 22' - 8"12' - 8"
-0
8'
A
4' - 0"
36' - 0"
1' - 4"
10' - 0"
5/8
"
8' - 0"
1' - 4"
5' - 4"
5/8
A3.5.2
160' - 7 3/8" 127' - 9 1/4"
36' - 4"
1
39' - 4"
" 5/8 8
-8
2
Sim
22' - 8"
4' "
FEC
8 5'
A3.5.2
1
8 5/8"
-4
14 2
3
Sim
2
12' - 9 1/4"
"
FEC
-0
FE C
4' "
4"
3/4
"
7' - 10 3/8"
5
4
2
Sim
A3.5.2
FE C
5' -
11 0' -
-4
-2 "
9'
5
9
+/21' - 5 5/8" 5' 11 -4 '9" " 3' - 8" 3' - 6 1/4" +/- 2' - 3 1/4" 4' - 0" 4' - 0"
S211
"
"
+/-
-0 "
7'
Sim
-0
4'
5
A3.3.1 3
-2 "
-4
2
6 A3.3.1
7'
4'
"
"
4'
0"
C.5
1' 4' - 4" -0 "
3/8
-0
A3.1.2
10
8"
N. CORRIDOR 213
4'
1'
22 '-
B
36 '-8 "
S214
1/4 "
Sim
4
1 A3.3.1 -0 "
11
5
4'
C
1' - 0 4" " 4'
8"
'-
11 '-
27
A3.1.1
14
-0 "
8'
A3.1.1
5/8
9'
4'
4'
8
4' 1' - 0 4" "
STAIR 2 209 233 SF
A
2 A5.1.3
11
"
"
1'
D
5/8
S213
A3.5.2
1/2
1 0
12 '-
5/8
1
8
-0 "
52' - 1 1/4"
4'
8"
8
+/-
13 '-
11 9' -
0"
12 '-
"
A3.5.2
C.5
36 '-8 "
FE C
1/2
2
4
-0 " 8'
J.C. 212 54 SF
8
2 A5.1.3
D
4'
S215
A3.1.2
12' - 8"
11 '-
4' - 4" -0 "
MECH. CL. 211
TRASH 210 93 SF
A3.1.1
A3.5.2
A3.5.2
13 '-
Sim
1
1'
1/2 " 28 '
11 '-
8"
Sim
3
Copyright ©2017 by EWINGCOL
CONSULTANTS -8 "
-3
D
Sim
2
8"
4' 1' - 0 4" " 8'
7' - 10 3/8"
-4 "
22 '-0 "
10' - 0"
4'
3/4 "
1/4 "
-8 "
3' -
-1
8'
0"
5'
52 '
13 "
5' - 4"
" 8"
3/8 1
19 '
22 '-
5/8
1 4' ' - 4 -0 " "
1
C C.5
8
-0 "
-1
B
+/- 14' - 11"
SOFFIT ABOVE
4' - 0"
15' - 4"
4' - 0"
4' - 0"
9' - 4"
4' - 0"
1' - 4"
105' - 9 5/8"
2
7
A3.5.2
1
LEVEL 1 FLOOR PLAN
4' - 0" 1' - 4"
Sim
8' - 8"
4' - 0"
4' - 0"
1' - 4"
1 A3.5.2
8' - 8" 169' - 5 1/4"
Sim
4' - 0"
4' - 0"
8' - 8"
1' - 4"
4' - 0"
4' - 0" 1' - 4"
8' - 8"
4' - 0"
14' - 0"
2
Sim
A.5
A3.5.1 52' - 1 1/4"
14 '4'
4
"
39' - 4"
A3.1.1
5/8
"
1 A3.5.1
Sim
B
3 A3.1.1
C B A
ISSUE 4 ISSUE 3 ISSUE 2 ISSUE 1
NO. BY
DESCRI
C
Set
22' - 8"
5/8
5' - 4"
-8
5' - 4"
" 5/8 8
5'
5' - 4"
8 +/-
5' - 4"
A
4' - 0"
4' - 0"
1
DRAWN BY
D
+/- 17' - 2 1/2"
PROJECT NO. DRAWING NAME
1' - 4"
5 A5.1.3
1
FLOOR PLAN LEVEL
A3.1.1
FLOOR/SECTION PHA
N
C
SCALE: 3/32" = 1'-0"
Fig. 3: Floor 1 plan, digital modeling.
35
Fig. 4: Preliminary rendering, digital modeling, photoshop.
Fig. 5: Preliminary rendering, digital modeling, photoshop.
36
FOUNDATION PROJECTION
14
14' - 0"
13
12
22' - 8"
2' - 0"
MET COPING
VTAC EXTERIOR LOUVER
4' - 0"
3
1 A3.2.1
MET COPING TO MATCH MET PNL
CJ
14' - 0"
CJ
22' - 8"
SURF MTD LTG FXTR
CJ
3
HORIZ CONCEALED FASTENER PROFILED MET PNL
A3.3.1 5
1
3
A3.5.1 A3.5.1
AL WINDOW SYS
A3.3.1
1 A3.2.1
MET COPING TO MATCH MET PNL
AL STOREFRONT MATCH LINE SYS ALONG ANGLE
12' - 2" TYP
EXP JT
GROUND FACE MASONRY VENEER FOUNDATION PROJECTION VERT CONCEALED FASTENER PROFILED MET PNL
18' - 8"
CJ
CJ
17' - 4"
CJ
5 A3.2.1
GLAZED STOREFRONT SYS VERT CONCEALED AL DOOR W/MET PNL FASTENER GLAZING
AL WINDOW SYSTEM GROUND FACE AL STOREFRONT MASONRY VENEER SYS
18' - 8"
CJ
CJ
HORIZ CONCEALED FASTENER PROFILED MET PNL
OVERFLOW DRAIN DOWNSPOUT NOZZLE
NORTHWEST ELEVATION
FOUNDATION PROJECTION
7
6
5
11' - 4"
18' - 8"
17' - 4"
36' - 4"
2
MATCH LINE ALONG ANGLE
4
A3.3.1
AL DOOR W/ GLAZING
18' - 8"
3
36' - 0"
OVERFLOW DRAIN DOWNSPOUT NOZZLE VTAC EXTERIOR LOUVER
GLAZED STOREFRONT SYS
2
GROUND FACE MASONRY VENEER
36' - 0"
EXHAUST VENT LOUVER
36' - 8"
VERT CONCEALED FASTENER PROFILED MET PNL
ROOF LEVEL 34' - 0" LEVEL 1 0" LEVEL 3 22' - 10" KEY PLAN
LEVEL 2 11' - 6"
PROJECT MAN Edgar Smith
1
LEVEL 1 0"
11' - 8"
MET COPING TO MATCH MET PNL
REVISIONS
UTILITY BRICK VENEER CLADDING, COLOR-2
T.O. STRUCTURE 38' - 0"
NORTHWEST ELEVATION
DRYER VENT (6) CJ
5
11' - 4"
36' - 8"
VERT CONCEALED FASTENER PROFILED MET PNL
CJ
DRYER VENT (6)
17' - 4"
DRYER VENT (6)
UTILITY BRICK VENEER CLADDING, COLOR-2
18' - 8"
CJ
17' - 4"
CJ
18' - 8"
CJ OVERFLOW DRAIN DOWNSPOUT NOZZLE
17' - 4"
CJ
18' - 8"
CJ
SURF MTD LTG FXTR
GROUND FACE MASONRY VENEER FOUNDATION PROJECTION AL. WINDOW SYSTEM
18' - 0"
CJ
LEVEL 1 0"
PROJECT NO.I C I DRAWING NAM B I A
17' - 4"
18' - 8"
17' - 4"
18' - 8"
17' - 4"
18' - 8"
FOUNDATION PROJECTION 18' - 0"
I
ELEVATIONS NO. BY D
FLOOR/SECTIO
LEVEL 2 11' - 6" 11' - 6"
12' - 0" TYP
SURF MTD LTG FXTR
CJ
D
DRAWN BY
SOUTHWEST ELEVATION
DRYER VENT (6)
NO. BY
ROOF LEVEL 34' - 0"
LEVEL 3 22' - 10"
GROUND FACE MASONRY VENEER
I I I I
REVISIONS
CJ
1 CONCEALED VERT SCALE: 1/8" = 1'-0" FASTENER MET PNL
C B A
LEVEL 2 11' - 6" T.O. STRUCTURE 38' - 0"
11' - 4"
CJ
1 11' - 8"
MET COPING TO MATCH MET PNL
12' - 0" TYP
T p o icC n te 0 7 t2 ig h yr
PROJECT MAN Edgar Smith LEVEL 3 22' - 10"
CJ
2
36' - 0"
EXHAUST VENT LOUVER
VTAC EXTERIOR LOUVER
CJ
3
36' - 0"
2 A3.3.1
CJ
4
36' - 4"
MATCH LINE ALONG ANGLE
CJ
PRINCIPAL Michael Kuche
11' - 4"
6
CJ
11' - 6" 4' - 0"
7
CJ
11' - 2"
CJ
ROOF LEVEL 34' - 0"
11' - 2"
SCALE: 1/8" = 1'-0"
AL. WINDOW SYSTEM
VERT CONCEALED FASTENER MET PNL
PRINCIPAL Michael Kuche
4' - 0"
T p o icC n te 0 7 t2 ig h yr
2
LEVEL 2 11' - 6" T.O. STRUCTURE 38' - 0"
SCALE: 1/8" = 1'-0"
12' - 2" TYP
2
KEY PLAN
11' - 6"
SURF MTD LTG FXTR
LEVEL 3 22' - 10"
AL STOREFRONT SYS
GROUND FACE MASONRY VENEER
LEVEL 1 0"
ROOF LEVEL 34' - 0"
VERT CONCEALED FASTENER MET PNL
AL STOREFRONT SYS
10
36' - 8"
MET COPING
VTAC EXTERIOR LOUVER
AL STOREFRONT SYS
T.O. STRUCTURE 38' - 0"
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
CJ
11
36' - 0"
EXHAUST VENT
UTILITY BRICK VENEER, 1/3 BOND
5 A3.2.1
CJ
12
LEVEL 2 11' - 6"
MATCH LINE ALONG ANGLE
AL WINDOW SYSTEM
13
CONSULTANT
VERT CONCEALED FASTENER MET PNL
2' - 0"
VERT CONCEALED FASTENER PROFILED MET PNL
14
11' - 2" 11' - 6" 4' - 0"
7' - 4"
3
4' - 0"
3
Copyright ©2017 by E
LEVEL 1 0"
CJ
A3.5.1 A3.5.1
AL WINDOW SYS
NORTH ELEVATION
ROOF LEVEL 34' - 0"
AL STOREFRONT UTLITY BRICK SYS VENEER, 1/3 BOND
HORIZ PROFILED MET PNL
A3.3.1 2' - 0" 5
SCALE: 1/8" = 1'-0"
LEVEL 2 11' - 6" T.O. STRUCTURE 38' - 0"
HORIZ PROFILED MET PNL
AL STOREFRONT SYS
EXP JT
4
1' - 4" TYP
SOUTH ELEVATION
36' - 8"
A3.3.1
VERT CONCEALED FASTENER MET PNL
2' - 0"
SCALE: 1/8" = 1'-0"
10
1
CONSULTANT
LEVEL 3 22' - 10"
FOUNDATION PROJECTION
LEVEL 1 0"
11
CJ
CJ 7' - 4"
GROUND FACE MASONRY VENEER
36' - 0"
EXHAUST VENT
UTILITY BRICK VENEER, 1/3 BOND
SURF MTD LTG FXTR 3
LEVEL 2 11' - 6"
11' - 6"
GROUND FACE MASONRY VENEER
CJ
Copyright ©2017 by E
MET COPING AL STOREFRONT SYS
UTILITY BRICK VENEER, 1/3 BOND
UTILITY BRICK VENEER, 1/3 BOND SURF MTD LTG FXTR
12' - 8"
4 A3.2.1
ROOF LEVEL 34' - 0"
UTLITY BRICK VENEER, 1/3 BOND
LEVEL 3 22' - 10"
11' - 4"
11' - 4"
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
12' - 2" TYP
4
10' - 0"
VTAC LOUVER
2' - 0"
LEVEL 3 22' - 10"
VERT CONCEALED FASTENER MET PNL
CJ
LEVEL 1 0"
A
11' - 2"
FOUNDATION PROJECTION
A.5
5' - 4"
MET COPING TO MATCH MET PNL
GROUND FACE MASONRY VENEER
ROOF LEVEL 34' - 0"
B
11' - 6"
2' - 0"
C 22' - 8"
LEVEL 2 11' - 6" T.O. STRUCTURE 38' - 0"
11' - 2"
CJ
T.O. STRUCTURE 38' - 0"
11' - 2"
12' - 2" TYP
CJ
FOUNDATION PROJECTION
D
SURF MTD LTG FXTR
SURF MTD LTG FXTR
MET COPING AT BRICK PARAPET, TYP
GROUND FACE MASONRY VENEER
UTILITY BRICK VENEER, 1/3 BOND
CJ
12' - 2" TYP
11' - 8"
LEVEL 3 22' - 10" UTILITY BRICK VENEER, 1/3 BOND
CJ
12' - 2" TYP
11' - 0"
VTAC LOUVER T o C ctn e ip r2 g iy0 t h 7
CJ
11' - 4"
4' - 0" 5' - 4"
D
MET COPING
ROOF LEVEL 34' - 0"
11' - 2" 22' - 8"
VERT CONCEALED FASTENER MET PNL MET COPING TO MATCH MET PNL, TYP
C.5
11' - 4"
C
A 12' - 8"
4 A3.2.1
T.O. STRUCTURE 38' - 0"
11' - 6" 4' - 0"
B
A.5 10' - 0"
VTAC LOUVER
MET COPING TO MATCH MET PNL
MET COPING AT BRICK PARAPET, TYP
CJ
A
B 5' - 4"
11' - 4"
VTAC LOUVER T o C ctn e ip r2 g iy0 t h 7
CJ
C 22' - 8"
4' - 0" 11' - 6"
MET COPING TO MATCH MET PNL, TYP
D
1' - 4" TYP
D 11' - 8"
11' - 2"
C.5 11' - 0"
11' - 4"
C 5' - 4"
10' - 0"
B 22' - 8"
10' - 0"
A
LEVEL 1 0"
DRAWN BY
PROJECT NO. DRAWING NAM
OVERFLOW DRAIN DOWNSPOUT NOZZLE
ELEVATIONS 1
SOUTHWEST ELEVATION
FLOOR/SECTIO
SCALE: 1/8" = 1'-0"
Fig. 6: Building elevations, digital modeling.
37
ANNA K. GAY Registered Architect, North Carolina 4625 Carroll St. Pittsburgh, PA 15224 T: 919.356.8443 E: akgay@ncsu.edu