DUNWOODY HIGH SCHOOL - CONCESSIONS Atlanta, GA
bianchiarchitecture.com
815-277-7412
DUNWOODY HIGH SCHOOL - CONCESSIONS
11/02/2025 - DRAFT PERMIT SET
5035 VERMACK RD
DUNWOODY, GA 30338
PROJECT SCOPE OF WORK DESCRIPTION APPLICABLE CODES SHEET INDEX
# SHEET NAME ISSUED REV
THE PROPOSED PROJECT IS A NEW ONE-STORY CONCESSIONS BUILDING AND NEW ONE-STORY TICKET BOOTH FOR DUNWOODY
HIGHSCHOOL LOACTED IN DUNWOODY, GA. 2018 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS.
A0.0 COVER SHEET 11/02/2025
2018 INTERNATIONAL PLUMBING CODE WITH LOCAL AMENDMENTS.
A0.1 3D VIEWS 11/02/2025
THE STRUCTURE WILL BE WOOD FRAMED, WITH A SLAB ON GRADE, WOOD FRAMED WALLS, AND ROOF. EXT CLADDING TO BE BRICK 2018 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS.
NFPA 70, 2023 NATIONAL ELECTRICAL CODE WITH NO GEORGIA AMENDMENTS. A0.2 ARCHITECTURAL SITE PLAN 11/02/2025
AND FIBER CEMENT SIDING WITH A TPO ROOF ASSEMBLY.
2018 INTERNATIONAL FIRE CODE WITH LOCAL AMENDMENTS. A0.3 LIFE SAFETY PLANS 11/02/2025
2024 NFPA 101 LIFE SAFETY CODE WITH LOCAL AMENDMENTS. A0.4 PARTITION TYPES 11/02/2025
SYMBOL LEGEND 2018 INTERNATIONAL FUEL GAS CODE WITH LOCAL AMENDMENTS. A1.0 FOUNDATION PLAN AND FLOOR PLAN 11/02/2025
2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH LOCAL AMENDMENTS. A1.1 ROOF PLAN & TICKET BOOTH PLANS 11/02/2025
2018 INTERNATIONAL SWIMMING POOL AND SPA CODE WITH LOCAL AMENDMENTS. A2.0 REFLECTED CEILING PLANS 11/02/2025
2010 ADA STANDARDS WITH GEORGIA RULES AND REGULATIONS 120-3-20.
1i XX1 A2.1 RESTROOM DETAILS 11/02/2025
NFPA 13, 2022 EDITION WITH CURRENT GEORGIA AMENDMENTS.
NFPA 17A, 2024 EDITION WITH CURRENT GEORGIA AMENDMENTS. A2.2 RESTROOM ELEVATIONS 11/02/2025
1 Ref WINDOW TAG DOOR TAG SIM NFPA 72, 2022 EDITION WITH CURRENT GEORGIA AMENDMENTS. A3.0 EXTERIOR ELEVATIONS 11/02/2025
SIM 1
NFPA 96, 2024 EDITION WITH CURRENT GEORGIA AMENDMENTS. A4.0 BUILDING AND WALL SECTIONS 11/02/2025
1 Ref Ref MATERIAL
A101
A101 1 A101 1 A4.1 EXTERIOR DETAILS 11/02/2025
CEILING HEIGHT
A5.0 DOOR SCHEDULE AND DETAILS 11/02/2025
1 Ref A 10'-0"
SECTION MARK PLAN CALLOUT TAG PROJECT TEAM
ELEVATION MARK
CEILING TAG
OWNER ARCHITECT:
ROOM NAME 1-HR RATING DUNWOODY HIGH SCHOOL MIKE DESING
LEVEL NAME 5035 VERMACK RD, MSD LANDSCAPE ARCHITECTURE
2-HR RATING
ELEVATION 101 DUNWOODY, GA 30338 M: 678-313-7403
150 SF POC: E: MIKE@MSDLANDSCAPE.COM
FLOOR LEVEL LINE REVISION CLOUD
ROOM TAG WALL RATINGS E: 678-874-8502
AND TAG AND TAG
ARCHITECT: STRUCTURAL ENGINEER:
STEPHEN BIANCHI TBD BUILDING DATA
GENERAL CONSTRUCTION NOTES BIANCHI ARCHITECTURE
M: 815-277-7412 M: TYPE: 1-STORY CONCESSIONS BUILDING
E: SQUAD@BIANCHIARCHITECTURE.COM E: OCCUPANCY: A-2, ASSEMBLY
1. THE ARCHITECT HAS UTILIZED AND RELIED UPON THE AVAILABLE DRAWINGS OF THE 10. ALL EXTERIOR, NON GALVANIZED, FERROUS METAL ITEMS INCLUDING, BUT NOT NOT FOR CONSTRUCTION
EXISTING SITE IN THE PREPARATION OF THIS BUILDER'S SET. CONTRACTOR MAY NOT LIMITED TO, THE FOLLOWING SHALL BE PAINTED WITH EPOXY COATING UNLESS NOTED MEP ENGINEER: CONSTRUCTION TYPE: V-B (NO REQUIRED RATING FOR STRUCTURAL FRAME, BEARING
RELEASED FOR CONSTRUCTION
RELY SOLELY UPON THE COMPLETENESS OF THESE DRAWINGS. IN ADDITION TO THIS SET OTHERWISE: a. METAL HANDRAILS AND FRAMES b. MISCELLANEOUS FERROUS METAL
BOB BEACH WALLS, NON-BEARING WALLS, FLOOR, OR ROOF CONSTRUCTION).
OF DOCUMENTS, CONTRACTOR HAS BEEN PROVIDED WITH, AND IS RESPONSIBLE TO COMPONENTS
BEACH ENGINEERING SOLUTIONS TEAM, INC. EXTERIOR WALL RATINGS: NONE REQUIRED, BUILDING SEPARATION IS GREATER THAN 10'. SEAL
BECOME FAMILIAR WITH, ALL OF THE EXISTING DRAWINGS AND THE EXISTING
PHYSICAL CONDITIONS ON, OR RELATING TO, THE SITE. CONTRACTOR SHALL VERIFY 11. PROVIDE IN-WALL WOOD BLOCKING FOR THE FOLLOWING: MIRRORS, ART WORK, M: 678.665.3280 FIRE SPRINKLER SYSTEM: NONE REQUIRED PER 903.2.1.3.
THE EXISTING CONDITIONS FOR BIDDING AND CONSTRUCTION PURPOSES. EXISTING TELEVISIONS, HANDRAILS, CABINETS, SHELVING, TOILET ACCESSORIES.
E: BBEACH@BESTENGINEERINGSOLUTIONS.COM FIRE ALARM AND DETECTION SYSTEM: NONE REQUIRED PER 907.2.1.
CONDITIONS DRAWINGS IN THIS DRAWING SET MAY BE DIAGRAMMATIC IN NATURE
AND ACTUAL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED AND CONFIRMED BY 12. ALL FASTENERS AND ATTACHMENTS IN PUBLIC AREAS SHALL BE FULLY CONCEALED
THE CONTRACTOR. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF FROM VIEW U.N.O.
EXISTING CONDITIONS AS ACCEPTABLE TO PERFORM ALL WORK.
13. ALL EXPOSED GYPSUM BOARD SURFACES ARE TO RECEIVED PAINT U.N.O. CONFIRM VICINITY MAP
2. NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERY OF CONFLICTS BETWEEN THE PAINT DESTINATIONS WITH INTERIOR DESIGNER WHERE NOT INDICATED ON
CONTRACT DOCUMENTS, THE EXISTING BUILDING AND SITE DRAWINGS, AND/OR DRAWINGS.
ACTUAL CONDITIONS. IF A DISCREPANCY OCCURS BETWEEN CONTRACT
DOCUMENTS, PROVIDE THE HIGHER QUANTITY AND/OR GREATER QUALITY REQUIRED. 14. THE WATERPROOFING MEMBRANE MUST BE INSTALLED IN A SHINGLED APPLICATION
TO ENSURE THAT WATER IS DIRECTED AWAY FROM THE EXTERIOR WALL ASSEMBLY AND
3. CONTRACTOR TO REVIEW THE EXISTING SITE DRAWINGS FOR EXISTING UTILITIES PRIOR WILL NOT INFILTRATE THE WALL ASSEMBLY.
TO ANY CONSTRUCTION OR DEMOLITION. CONTACT LOCAL UTILITY COMPANIES FOR
UTILITIES MARKING PRIOR TO COMMENCEMENT OF DEMOLITION WORK. 15. 3D PERSPECTIVE VIEWS ARE PROVIDED FOR REFERENCE TO ASSIST THE CONTRACTOR
IN UNDERSTANDING THE DESIGN CONCEPT FOR ARCHITECTURAL COMPONENTS AND
4. THE CONTRACTOR MUST FURNISH ANY AND ALL REPORTS RECEIVED FROM THE ARE NOT INTENDED TO SUPERSEDE INFORMATION CONTAINED IN OTHER CONTRACT
GEOTECHNICAL ENGINEER RELATING TO THIS PROJECT TO THE OWNER AND DOCUMENTS RELATING TO THIS WORK. ISSUES REQUIRING CLARIFICATION AND/OR
STRUCTURAL ENGINEER OF RECORD. DETERMINATION OF SOIL CONDITIONS AND INTERPRETATION OF THESE PERSPECTIVE VIEWS SHALL BE DIRECTED TO THE ARCHITECT No. Description Date
STRUCTURAL ENGINEERING RESULTING FROM THAT DETERMINATION IS THE IN WRITING. PERMIT SET 11/02/2025
RESPONSIBILITY OF THE CONTRACTOR AND STRUCTURAL ENGINEER.
16. ALL FRAMING DESIGN AND DRAWINGS TO BE REVIEWED AND APPROVED BY THE
5. DRAWINGS SHALL NOT BE SCALED FOR DETERMINATION OF LENGTHS, FIT OR STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR INSTALLATION.
QUANTITIES OF MATERIALS, ETC.
17. PROVIDE FIREBLOCKING PER IBC SECTION 718.2.
6. DETAILS, SECTIONS AND NOTES DESIGNATED AS "TYPICAL" ARE INTENDED TO SHOW
INTENT. THEY SHALL ALSO APPLY TO SIMILAR SITUATIONS, UNLESS AGREED TO BY THE 18. ELECTRICAL AND MECHANICAL EQUIPMENT AND METER LOCATIONS MAY VARY DUE
ARCHITECT. TO FIELD CONDITIONS. GC TO TO COORDINATE.
7. DETAILS, SECTIONS AND NOTES DESIGNATED AS “SIMILAR” OR “SIM” SHOW INTENT. 19. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION
THEY INDICATE THAT A COMPLETE SYSTEM, COMPONENT, OR ASSEMBLY SHALL BE SERVICES, THEREFORE ALL SHOP DRAWINGS AND SUBMITTAL REVIEWS AND
PROVIDED WHERE NOTED TO PROVIDE A COMPARABLE INSTALLATION, AND SHALL APPROVALS ARE THE RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR.
INCLUDE ANY MODIFICATIONS NEEDED DUE TO ITS LOCATION. ARCHITECT SHALL BE
THE JUDGE OF COMPLIANCE WITH DESIGN INTENT AT SIMILAR CONDITIONS. 20. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN THE CODE
REQUIRED MINIMUM SEPARATION TO GRADE MUST BE PRESSURE TREATED.
8. “ALIGN” INDICATES DESIGN INTENT FOR FINISH DACES OF MATERIALS TO HAVE
STRAIGHTS, TRUE LEVEL, AND/OR PLUMB RELATIONS TO ADJACENT SURFACES WITHIN
TOLERANCES DEFINED IN THE SPECIFICATIONS.
9. INTERIOR WALLS ARE DIMENSIONED TO FACE OF STUD UNLESS OTHERWISE NOTED.
EXTERIOR WALLS ARE DIMENSIONED TO FACE OF STUD.
COVER SHEET
Project number 25037
Date 11/02/2025
11/2/2025 4:47:42 PM
Scale 1/4" = 1'-0"
Sheet No:
A0.0
Atlanta, GA
bianchiarchitecture.com
815-277-7412
DUNWOODY HIGH SCHOOL - CONCESSIONS
5035 VERMACK RD
DUNWOODY, GA 30338
EXT VIEW - CONCESSION FRONT EXT VIEW - TICKET BOOTH ENTRY
1 2
NOT FOR CONSTRUCTION
RELEASED FOR CONSTRUCTION
SEAL
No. Description Date
PERMIT SET 11/02/2025
3D VIEWS
EXT VIEW - CONCESSION REAR EXT VIEW - TICKET BOOTH REAR
3 4
Project number 25037
Date 11/02/2025
11/2/2025 4:47:45 PM
Scale
Sheet No:
A0.1
ON HOLD PENDING
UPDATED SITE PLAN Atlanta, GA
bianchiarchitecture.com
BACKGROUND 815-277-7412
DUNWOODY HIGH SCHOOL - CONCESSIONS
5035 VERMACK RD
DUNWOODY, GA 30338
NEW BLEACHERS
NOT FOR CONSTRUCTION
NEW FENCE
NEW PLAZA RELEASED FOR CONSTRUCTION
SEAL
NEW CONCESSION STAND
NEW TICKET BOOTH
NEW FENCE
No. Description Date
PERMIT SET 11/02/2025
ARCHITECTURAL
SITE PLAN
Project number 25037
ARCHITECTURAL SITE PLAN
1 Date 11/02/2025
1" = 30'-0"
11/2/2025 4:47:46 PM
Scale 1" = 30'-0"
Sheet No:
A0.2
LIFE SAFETY - OCCUPANCY SCHEDULE
Occupant Calculated Calculated Occupants
Number Name Area Occupancy Type Load Factor Occupants (Round-Up)
100 KITCHEN 455 SF KITCHENS, COMMERCIAL 50 9.11 10
101 STORAGE 177 SF KITCHENS, COMMERCIAL 500 0.35 1
102 MECHANICAL 63 SF ACCESSORY STORAGE / MECHANICAL 50 1.25 2 OCCUPANCY TYPE LEGEND EGRESS GRAPHIC LEGEND
Grand total: 3 695 SF 13
COMMON PATH OF EGRESS Atlanta, GA
0 (none) bianchiarchitecture.com
NUMBER OF EXITS (NFPA 101 7.4.1.1): 815-277-7412
500sf PER PERSON ACCESSORY STORAGE / MECHANICAL DIRECTION OF EGRESS
TWO EXITS REQUIRED FOR OCCUPANT LOADS DUNWOODY HIGH SCHOOL - CONCESSIONS
BETWEEN 1-500 PERSONS. MAXIMUM OCCUPANT 50sf PER PERSON (NET) KITCHENS, COMMERCIAL 000 NUMBER OF OCCUPANTS
LOAD FOR ROOMS WITH ONE EXIT = 49 5035 VERMACK RD
NUMBER OF EXITS PROVIDED = 1 DUNWOODY, GA 30338
TRAVEL DISTANCE:
A-2 = 200' (NFPA 101 12.2.6.2)
MAXIMUM TRAVEL DISTANCE PER LAYOUT = 40'
DEAD END CORRIDOR:
A-2 = 20' (NFPA 101 12.2.5.3)
COMMON PATH OF TRAVEL:
A-2 = 75' (NFPA 101 12.2.5.2)
LIFE SAFETY PLAN NOTES:
1. FEC = FIRE EXTINGUISHER CABINET
A. FOR PUBLIC AREAS, PROVIDE RECESSED FIRE EXTINGUISHER
CABINET W/SOLID DOOR.
B. FIRE ESTINGUISHERS MUST BE NFPA 10 COMPLIANT.
C. FIRE EXTINGUISHERS TO BE MOUNTED SO THAT THE TOP OF THE EXIT EXIT
FIRE EXTINGUISHER HANDLE IS AT 48" MAX AFF.
2. EXIT = CEILING/WALL MOUNTED EXIT SIGN, REFER TO ELECTRICAL
DRAWINGS
3. PANIC HARDWARE FOR EGRESS DOORS IS NOT REQUIRED FOR
ASSEMBLY OCCUPANCIES WITH LESS THAN 100 OCCUPANTS PER 2018
LSC 12.2.2.2.3. AND 12.2.2.2.4.
4. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING
LOCATIONS AND INFORMATION.
PLUMBING NOTES:
1. RESTROOMS ARE SUPPLEMENTAL TO EXISTING SCHOOL FACILITIES AND MENS RR
ARE TO SERVE AS CONVENIENCE RESTROOMS FOR SPORTING EVENT WOMENS RR
PATRONS.
NOT FOR CONSTRUCTION
RELEASED FOR CONSTRUCTION
SEAL
EXIT EXIT
COVERED PATIO KITCHEN
STORAGE FEC 10
4 455 SF
177 SF
No. Description Date
PERMIT SET 11/02/2025
TRAVEL DISTANCE = 40'
MECHANICAL
COMMON PATH = 40'
1
63 SF
LIFE SAFETY PLANS
LIFE SAFETY PLAN - CONCESSIONS Project number 25037
1
1/4" = 1'-0" Date 11/02/2025
11/2/2025 4:47:47 PM
Scale 1/4" = 1'-0"
Sheet No:
A0.3
GENERAL PARTITION NOTES:
2X TOP PLATE 2X TOP PLATE
GYPSUM BOARD - CONTROL JOINT SPACING 1. REFER TO PLANS FOR FIRE/SOUND RATED PARTITION LOCATIONS.
UNDERSIDE OF STRUCTURE, SEE 2. LIMITING HEIGHTS ARE BASED ON 5PSF AND L/360 DEFLECTION UNLESS
NOTE 3 MAX RUN WITHOUT MAX RUN WITHOUT NOTED OTHERWISE.
ELEMENT TYPE CONTROL JOINT (WITH CONTROL JOINT (WITHOUT 3. PROVIDE U.L. 2709 COMPLIANT DYNAMIC HEAD JOINTS AT ALL RATED
PERIMETER RELIEF) PERIMETER RELIEF) PARTITIONS.
UNDERSIDE OF STRUCTURE, SEE
4. PROVIDE FIREBLOCKING OF CAVITIES IN SINGLE AND DOUBLE STUD
NOTE 3 PARTITION - INTERIOR 50'-0" 30'-0"
HEAD SEAL, SEE PARTITION PARTITIONS AS REQUIRED BY THE BIULDING CODE FOR CONCEALED
HEAD SEAL, SEE PARTITION DETAILS (FIRESTOP SEALANT AT CEILING - INTERIOR 50'-0" 30'-0" WALL SPACES.
DETAILS (FIRESTOP SEALANT AT RATED WALLS, UL # HW-D-0360) 5. INSTALL TILE BACKER BOARD IN LIEU OF GYPSUM WALL BOARD AT
NOTE: ANY REQUIRED CONTROL JOINTS NOT SHOWN IN THE DRAWINGS MUST BE FIELD LOCATIONS INDICATED TO RECEIVE WALL TILE. Atlanta, GA
RATED WALLS)
LINE OF CEILING COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION. 6. INSTALL 1/2" PLYWOOD OR OSB BACKER IN LIEU OF GYPSUM WALL bianchiarchitecture.com
HEAD LINE OF CEILING
HEAD BOARD AT LOCATIONS INDICATED TO RECEIVE INTERIOR WOOD 815-277-7412
CLADDING.
7. USE TYPE "X" GYPSUM WALL BOARD AT ALL RATED PARTITIONS. DUNWOODY HIGH SCHOOL - CONCESSIONS
8. INSTALL WATER RESISTANT GYPSUM WALL BOARD AT ALL RESTROOMS, 5035 VERMACK RD
GENERAL PAINT NOTES: JANITOR'S CLOSETS, AND SIMILAR WET AREAS NOT INDICATED TO DUNWOODY, GA 30338
RECEIVE WALL TILE.
WOOD STUDS (SEE SCHEDULE WOOD STUDS (SEE SCHEDULE 1. PAINT ALL INTERIOR AND EXTERIOR MISCELLANEOUS METAL, GRILLES, 9. CONSTRUCTION OF PARTITIONS IS LIMITED TO INTERIOR SPACES ONLY.
BELOW) BELOW) LOUVERS, ACCESS PANELS, PIPES AND CONDUIT EXPOSED TO VIEW TO REFER TO WALL SECTIONS AND DETAILS FOR EXTERIOR WALL
MATCH THE WALLS/CEILINGS IN WHICH THEY OCCUR UNLESS CONSTRUCTION.
GYPSUM WALL BOARD (TYPE X), 5/8" GYPSUM WALL BOARD (TYP)
OTHERWISE INDICATED. 10. INTERIOR PARTITIONS RECEIVING STONE OR SIMILAR HEAVY FINISH
THICKNESS AS NOTED
2. COORDINATE WITH THE OWNER AND INTERIOR DESIGNER FOR ALL MATERIAL MAY REQUIRE ENGINEERED FRAMING DESIGN. GENERAL
INTERIOR PAINT COLORS. CONTRACTOR TO COORDINATE AS NEEDED.
PLAN PLAN 3. ALL PAINTED SURFACE TYPES TO HAVE THE FOLLOWING FINISHES UNLESS 11. PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE/SLAB
NOTED OTHERWISE: ABOVE UNLESS NOTED OTHERWISE.
A. GYPSUM WALL BOARD WALLS AND CEILINGS: SEMI-GLOSS 12. DOOR OPENING FRAMING: WHETHER RATED OR NOT, SHALL BE
EPOXY HIGH-PERFORMANCE COATING. MINIMUM 20 GA STUDS WITH SINGLE STUD JAMBS FOR STANDARD
B. PAINTED METAL DOORS AND FRAMES: SEMI-GLOSS EPOXY WEIGHT DOORS AND DOUBLE STUD JAMBS FOR HEAVY WEIGHT JAMBS
HIGH-PERFORMANCE COATING. IN ACCORDANCE WITH THE GYPSUM ASSOCIATION STANDARD GA-219.
ADDITIONAL LAYER OF C. EXTERIOR METAL: SEMI-GLOSS ALKYD ENAMEL FINISH. 13. THIS PARTITION INFORMATION IS PROVIDED FOR USE AS A GUIDE. THE
GWB/FINISH WHERE NOTED D. EXTERIOR BRICK: CONTRACTOR IS OBLIGATED TO MEET THE DESIGN CRITERIA FOR EACH
E. EXTERIOR FIBER CEMENT SIDING: CONDITION. THE CONTRACTOR SHALL COORDINATE WITH PROJECT
SOUND ATTENUATION BLANKETS ADDITIONAL LAYER OF 4. ALL EXPOSED DRYWALL SURFACES TO RECEIVE PAINT UNLESS NOTED
GWB/FINISH WHERE NOTED CONDITIONS AND PROVIDE WALL ASSEMBLIES BASED ON THE SELECTED
WHERE SCHEDULED OTHERWISE. CONFIRM PAINT DESIGNATIONS WITH ARCHITECT AND/OR MANUFACTURERS STANDARD SPAN TABLES TO MEET OR EXCEED THE
INTERIOR DESIGNER WHERE NOT INDICATED ON THE DRAWINGS. PROJECT DESIGN CRITERIA.
SOUND ATTENUATION BLANKETS
SHIM SPACE 5. PAINT ALL FIRE EXTINGUISHER CABINETS TO MATCH THE COLOR OF THE 14. UL TESTS OR ASSEMBLIES THAT DIFFER FROM THOSE PROVIDED MUST BE
WHERE SCHEDULED
WALL IN WHICH THEY OCCUR. APPROVED BY THE ARCHITECT AND AHJ PRIOR TO USE.
2X SILL PLATE 2X SILL PLATE 15. FIRE RATED PARTIONS MUST BE PERMANENTLY IDENTIFIED IN
CONCEALED SPACES EITHER AS REQUIRED BY CODE/AHJ OR WITH 2"
BEAD OF SEALANT - 1 BEAD @ BEAD OF SEALANT - 1 BEAD @
HIGH LETERS, COLORED TO CONTRAST WITH THE WALL COLOR, SPACED
EACH LAYER OF GWB TYP EACH LAYER OF GWB TYP
NO MORE THAN 12' O.C. IDENTIFICATION SHALL READ PER THE
(FIRESTOP SEALANT AT RATED (FIRESTOP SEALANT AT RATED
DIRECTION OF CODE/AHJ OR "#-HOUR FIRE AND SMOKE RATED
WALLS) WALLS, UL # BW-S-0013)
BARRIER: PROTECT ALL OPENINGS".
BASE TOP OF SLAB BASE TOP OF SLAB
SHIM SPACE FINISH FINISH FINISH
STUD SIZE MAX HGT INSUL. FIRE RTG. REMARKS STUD SIZE MAX HGT INSUL. FIRE RTG. REMARKS
TYPE TYPE
SPACING MIN GA. STC. RTG. TEST SPACING MIN GA. STC. RTG. TEST
WIDTH WIDTH
5/8" GYP 5/8" CB 5/8" CB
5 6"
1/2" N/A NONE NONE -- 3 6"
1/2" N/A 3 1/2" NONE --
F-30 W-30
16" O.C. N/A N/A 16" O.C. N/A N/A
1/2" TILE 1/2" TILE
6 ?
1/8" 5 3/4"
SUB CEMENT
BACKER BOARD
5/8" CB 5/8" GYP 5/8" GYP
5 6"
1/2" N/A NONE NONE BEHIND
-- TILE 5 6"
1/2" N/A 3 1/2" 1-HR UL305 ASSMBLY
F-61 W-60
16" O.C. 1/2" TILE N/A N/A 16" O.C. 32 STC RAL- ADD ACCOUSTICAL
6 5/8"
7 1/8" 6 1/4"
7 3/4" TL11-129 INSUL. WHERE
NOTED BY "S" SUFFIX
NOT FOR CONSTRUCTION
F-TYPE - FURRING WALLS
5 RELEASED FOR CONSTRUCTION
1 1/2" = 1'-0"
5/8" GYP 5/8" GYP
5 1/2"
6" N/A NONE NONE -- SEAL
W-61
16" O.C. N/A N/A
1/4" FRP
7 7"
1/2"
FINISH CEILING
1" 1/2" WOOD WALL CAP AND TRIM
3"
5/8" GYP 5/8" CB 1/2" X 1/4" REVEAL
5 1/2"
6" N/A NONE NONE --
W-62 3/4"
16" O.C. 1/2" TILE N/A N/A
1/4" FRP
1/2"
7 3/4"
PARTITION AS SCHEDULED
WALL FINISH AS SCHEDULED
"P" SUFFIX
5/8" GYP 5/8" CB
5 1/2"
6" N/A NONE NONE --
No. Description Date
W-63
16" O.C. 1/2" TILE N/A N/A PERMIT SET 11/02/2025
1/4" FRP
7 8"
1/2"
SECOND LAYER OF UNDERSIDE OF STRUCTURE
GYPSUM BOARD PER
PARTITION TYPE METAL STUD W/SLIP TRACK
1/2" CONTROL JOINT PARTITION AS SCHEDULED
5/8" CB 5/8" CB MAX ACCESSORY (MUD IN)
5 1/2"
6" N/A NONE NONE -- FINISH CEILING
W-64 STUD FRAMING
16" O.C. 1/2" TILE N/A N/A
1/2" TILE
7 1/4"
8 3/4"
GYPSUM BOARD PER
PARTITION TYPE WALL FINISH AS SCHEDULED
S-TYPE - STUD WALLS "T" SUFFIX
1 2 LAYERS OF 5/8" TYPE X
1 1/2" = 1'-0" GYPSUM, FASTENED TO
STUD
1HR & 2HR CONTROL JOINT DETAIL
UNDERSIDE OF STRUCTURE
1/2"
MAX
CONTROL JOINT
ACCESSORY (MUD IN) ACOUSTICAL INSULATION PARTITION TYPES
WHERE INDICATED
STUD FRAMING
FINISH CEILING
GYPSUM BOARD PER
PARTITION TYPE Project number 25037
PARTITION AS SCHEDULED
SOUND INSULATION TO Date 11/02/2025
FILL OPENING WALL FINISH AS SCHEDULED
11/2/2025 4:47:48 PM
"U" SUFFIX Scale As indicated
NON-RATED CONTROL JOINT DETAIL
Sheet No:
3
CONTROL JOINT DETAILS
1" = 1'-0"
4
PARTITION SUFFIX DETAILS
1" = 1'-0" A0.4
FOUNDATION PLAN LEGEND FLOOR PLAN LEGEND ARCHITECTURAL FINISH SCHEDULE
KITCHEN EQUIPTMENT SCHEDULE:
RM # ROOM NAME FLOOR BASE WALL CEILING
DESIGNATION: EQUIPMENT DESCRIPTION: MANUFACTURER/MODEL:
STUD FRAMED WALLS - 2X4 100 KITCHEN QUARY TILE QUARY TILE TILE/GYP PAINTED GYP
CONCRETE SLAB-ON-GRADE @16" O.C. UNLESS NOTED K1 REACH IN REFRIGERATOR WHIRLPOOL/WSR57R18DM
101 STORAGE QUARY TILE QUARY TILE FRP PAINTED GYP
OTHERWISE
102 MECHANICAL CONCRETE RUBBER PAINTED GYP PAINTED GYP K2 REACH IN FREEZER WHIRLPOOL/WSZ57L18D
WOOD FRAMED WALLS - SEE STUD FRAMED WALLS - 103 WOMENS RR TILE TILE TILE/GYP PAINTED GYP K3 ICE MACHINE MANITOWOC/RNP0620W
FLOOR PLANS 2X6 @16" O.C. UNLESS 104 MENS RR TILE TILE TILE/GYP PAINTED GYP
NOTED OTHERWISE 201 BOOTH-1 CONCRETE N/A FC SIDING FC SIDING K4 THREE COMPARTMENT SINK FALCON/E3C-10X14-R-15
SLAB STEP - SEE CIVIL
202 BOOTH-2 CONCRETE N/A FC SIDING FC SIDING K5 MOBILE HEATED CABINET ATOSA/ATHC-18P Atlanta, GA
BRICK/STONE
FD: FLOOR DRAIN - REFER TO VENEER - TYPE AND K6 WORK TABLE FALCON/WT-(SIZE AS NOTED) bianchiarchitecture.com
FD PLUMBING DRAWINGS FOR FINISH PER OWNER FINISH SCHEDULE NOTES: 815-277-7412
SIZING, LOCATIONS, AND FINISH. 1. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL RESTROOMS, K7 COUNTERTOP FOOD PAN WARMER FALCON/ZCK165B
MAINTENANCE ROOMS, STORAGE ROOMS, AND KITCHEN/CONCESSIONS AREAS. K8 POPCORN MACHINE WINCO/11147 DUNWOODY HIGH SCHOOL - CONCESSIONS
2. FOR TILED WALLS, PROVIDE CEMENTITIOUS BACKER BOARD SUBSTRATE BEHIND TILE 5035 VERMACK RD
OF EQUAL THICKNESS TO SPECIFIED GYPSUM WALL BOARD. WHERE TILE IS PLACED K9 BEVERAGE DISPENSER BUNN/SET00.0203
GENERAL NOTES: DUNWOODY, GA 30338
GENERAL NOTES: ON RATED WALLS, CEMENTITIOUS BACKER BOARD MUST BE APPLIED ATOP GYPSUM
1. COORD. WITH CIVIL FOR FINISH FLOOR ELEVATIONS. K10 COFFEE BREWER BUNN/12950.0212
1. CARPET PILE HEIGHT TO BE 1/2" MAX. BOARD REQUIRED FOR FIRE RATED WALL ASSEMBLY.
2. FINISH GRADE TO PROVIDE POSITIVE DRAINAGE AWAY 3. ALL FLOORING FINISHES TO BE NON-SLIP. K11 HAND SINK REGENCY/600HS17SP
2. REFER TO SHEET A5.2 FOR DOOR
FROM BUILDING, TYP. 4. MATERIAL TRANSITIONS TO OCCUR AT CL OF DOOR IN CLOSED POSITION OR AS
THRESHOLD DETAILS.
3. PORCHES/PATIOS TO SLOPE AT 1/48 AWAY FROM BUILDING, NOTED ON THE INTERIOR DESIGN DRAWINGS. ALL FLOORING TRANSITIONS MUST BE
MAX OR AS NOTED ON THE PLANS - SEE PLANS AND CIVIL. ADA COMPLIANT.
4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL SLAB 2 2
A. INTERIOR FLOORING TRANSITIONS MUST NOT BE GREATER THAN 1/4" IN
AND FOUNDATION INFORMATION. 1 1
1/2" MAX 1/2" MAX
HEIGHT, OR 1/2" IN HEIGHT IF SLOPED AT 1:2 MAX.
1/4" MAX
5. PLUMBING FIXTURES SHOWN ARE FOR DESIGN INTENT 5. FINISH MATERIALS FOR INTERIOR EXIT STAIRWAYS, CORRIDORS, AND EXIT
ONLY - CONTRACTOR TO VERIFY AND CONFIRM ALL IN-SLAB PASSAGEWAYS TO BE MIN CLASS-B, FINISH MATERIALS WITHIN ROOMS AND
UTILITIES PRIOR TO POUR, INCLUDING BUT NOT LIMITED TO
1/4"
ENCLOSED SPACES TO BE MIN CLASS-C PER 2018 IBC 803.13.
PLUMBING, GAS, ELECTRICAL, AND MECHANICAL. 6. ALL GYPSUM WALL AND CEILING BOARD TO BE 5/8" THICK UNLESS NOTED
6. COORDINATE WITH THE OWNER AND LOCAL CODES AND BEVELED CHANGE BEVELED CHANGE VERTICAL CHANGE OTHERWISE OR AS REQUIRED BY RATED ASSEMBLIES. A3.0
AUTHORITIES REGARDING TERMITE TREATMENT BELOW SLAB IN LEVEL IN LEVEL IN LEVEL
ON GRADE AREAS.
1
32' - 0"
32' - 0" 8' - 11 1/4" 14' - 1 1/2" 8' - 11 1/4"
8' - 11 1/4" 14' - 1 1/2" 8' - 11 1/4" 1' - 8 1/2" 5' - 10 1/4" 5 1/2" 6' - 10" 5 1/2" 6' - 10" 5 1/2" 5' - 10 1/4" 1' - 8 1/2"
5 1/2" 5 1/2"
5 1/2" 5 1/2"
2' - 4 1/2"
NOTE: PROVIDE 6"
TALL CONCRETE CURB
BELOW ALL INTERIOR F-61
5' - 5 1/2" 5' - 5 1/2"
5 F-61
AND EXTERIOR WALLS
6' - 7 1/4" 6' - 7 1/4"
A-3 A-4
1' - 8" 5' - 0"
1/4" MAX 1/4" MAX A4.1
6' - 4 1/4"
7' - 10 3/4"
PLANTER
PTD1
9' - 3 1/4"
3' - 4 1/2" 3' - 4 1/2"
PTD1 HD
1' - 5" 2' - 0"
1' - 0"
HD
5 1/2" 5 1/2"
3' - 0 1/2" 1' - 9 1/2"
2' - 2 1/2"
FD
ALIGN
5 1/2"
RRU
2' - 8" 3 1/2"
FD MENS RR
RRT 3' - 6"
TP2 104 VM1
WOMENS RR
3' - 9 1/2"
FSD-3
3' - 0" 3 1/2"
10
VM1 RRU VM1
2' - 10"
103
3' - 0"
FSD-3 ADA 2
3' - 0 1/2"
8 6
3' - 6"
VM1 A2.2
RRT A2.1
12" CONDIMENT COUNTER
13' - 0"
2 FSD-3
3' - 0"
TP2
3' - 9 1/2"
A2.1 9 VM1
27' - 6 1/2" 27' - 6 1/2"
RRU
3 1/2" 2' - 8" 3 1/2"
W-30
3' - 0" 14' - 4" 14' - 4" 27' - 1" 13' - 0"
SLOPE SLAB TO DRAIN SLOPE SLAB TO DRAIN FSD-3 TYP TOILET PARTITION -
AT 1/8" PER 1' FOR 2' AT 1/8" PER 1' FOR 2' W-30
VM1 T.O.W. AT 7'
3' - 3"
RADIUS AROUND RADIUS AROUND TYP TOILET PARTITION -
3' - 6"
FSD-3
3' - 0"
T.O.W. AT 7'
FLOOR DRAIN FLOOR DRAIN 3 RRT
TP2 VM1
3 1/2" 3' - 2"
3' - 9 1/2"
RRT
3' - 0"
PROVIDE TOE- FSD-3
3 1/2"
4 A2.2 1 11
FOOTING AT BRICK VM1 TP2
3' - 4"
2' - 2"
5
3' - 6" 5 1/2"
7 A2.2
RRT
1' - 0"
2' - 2" GB18
TP2
3' - 6 1/2"
5 1/2"
A2.2 2 GB42 HD
3 1/2"
2' - 0" 1' - 5"
RRT
6' - 0"
PTD1
1' - 8"
FD FD
GB18 BG36
7' - 8 1/2"
HD GB42 W-64 F-61
PLANTER
6' - 4 1/4"
PTD1 RRT W-64 HOSE BIB
NOT FOR CONSTRUCTION
GB36 6' - 0" RELEASED FOR CONSTRUCTION
2' - 8" 5 1/2"
10' - 5" 2' - 0" 10' - 0" 3' - 4" F-61
BCS
SEAL
W-64
53' - 4" 53' - 4" 53' - 4"
HOSE BIB
30" REF HTD CAB 30" REF
5 1/2" 5 1/2"
2 A3.0
10" K1 K5 K1
2' - 5 3/4"
ICE W-63 K4
MAKER W-63 7' - 0" 3 1/2" 5 1/2" 5' - 6" 5 1/2"
K11
FD 3-COMP SINK
5' - 0"
HAND POS 5 1/2" 4' - 0"
PATIO SLAB FD A3.0 3 SINK
2' - 0 3/4" EQ
K3
REFER TO STRUCTURE
1
5 1/2" 10' - 8"
1/4" MAX A-2 A-5 K6
A4.0
14' - 6" 13' - 10" 12' - 2" 3'X6' WORK
TABLE
7' - 1" 3' - 4" STONE EQ
18' - 10"
POS
COVERED PATIO STORAGE COUNTER
FOOD PAN
WARMER DIE WALL BLW
105 101 W-30 COUNTER
SLOPE SLAB TO DRAIN 2'-6" X 8' K7 No. Description Date
13' - 4 1/2"
T.O.W. AT 42"
17' - 4" 22' - 8" 22' - 8"
WORK TABLE
3 1/2" 1' - 4"
GRILL AREA
AT 1/8" PER 1' FOR 2' PERMIT SET 11/02/2025
19' - 10"
RADIUS AROUND
FLOOR DRAIN POPCORN
K7
10"
KITCHEN
FOOD PAN
MACHINE
K8
WARMER
100
POS
MAIN SLAB EQ
REFER TO STRUCTURE 3'X6' WORK
TABLE
5 1/2" 5 1/2" 10' - 8"
13' - 10 1/4"
W-61 K6 K6
COFFEE BEVERAGE
12' - 4"
K9
12' - 0" 2' - 0"
SLOPE SLAB TO
EQ
MACHINE DISPENSER
FD WH 5
DRAIN AT 1/8" K10 POS
1/4" MAX A-1 A4.1
PER 1' MECHANICAL
5 1/2"
4' - 0"
FD
7' - 5"
5' - 9 1/2"
102 W-62
4' - 6"
K2 K5 K1
2' - 2"
K6
3' - 1 1/2" 2' - 2 1/2" 3' - 1 1/2"
4
A4.1 FUR.
2'-6" X 8'
WORK TABLE
2'-6" X 4'
WORK TABLE
30" FRZ HEATED
CAB
30" REF
FOUNDATION
5 1/2" PLAN AND FLOOR
1' - 6 1/2" 5 1/2"
MURAL WALL
5' - 3 1/2" 14' - 0"
32' - 0"
12' - 8 1/2"
5 1/2" 9' - 7 1/2" 5 1/2" 15' - 0 1/2" 5 1/2" 5' - 6" 5 1/2" PLAN
10' - 1" 21' - 11"
32' - 0"
Project number 25037
4
Date 11/02/2025
11/2/2025 4:47:50 PM
A3.0
Scale As indicated
Sheet No:
FOUNDATION PLAN - CONCESSION FLOOR PLAN - CONCESSIONS
1
1/4" = 1'-0"
2
1/4" = 1'-0"
A1.0
FOUNDATION PLAN LEGEND FLOOR PLAN LEGEND ROOF PLAN NOTES
1. ROOF DESIGN IS ASSUMED TO BE PREENGINEERED 4. REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL
STUD FRAMED WALLS - 2X4 WOOD TRUSSES - TRUSS MANUFACTURER TO SUBMIT INFORMATION ON ROOF ASSEMBLY, SOFFIT AND RAKE
CONCRETE SLAB-ON-GRADE @16" O.C. UNLESS NOTED SIGNED AND SEALED ENGINEERING DRAWINGS FOR CONDITION, FLASHINGS, AND OTHER ASSOCIATED
OTHERWISE TRUSS DESIGN TO BUILDER AND AHJ FOR REVIEW AND ROOFING ELEMENTS.
COMMENT PRIOR TO FABRICATION.
WOOD FRAMED WALLS - SEE STUD FRAMED WALLS - 5. PROVIDE HIGH-TEMP ICE AND WATER SHIELD BELOW
FLOOR PLANS 2X6 @16" O.C. UNLESS 2. MINIMIZE ROOF PENETRATIONS WHERE POSSIBLE BY ALL METAL ROOF AREAS.
NOTED OTHERWISE COMBINING PLUMBING VENTS, MECHANICAL
SLAB STEP - SEE CIVIL
EXHAUST/INTAKE, ETC. WHERE POSSIBLE. 6. PROVIDE THRU-WALL SCUPPER AND ROUND Atlanta, GA
BRICK/STONE
DOWNSPOUTS AS INIDICATED ON THE ROOF PLANS. bianchiarchitecture.com
FD: FLOOR DRAIN - REFER TO VENEER - TYPE AND
3. ALL ROOF AREAS TO RECEIVE PREFINISHED ALUMINUM COLOR PER ARCHITECT. 815-277-7412
FD PLUMBING DRAWINGS FOR FINISH PER OWNER
COPING CAPS, REFER TO ARCHITECTURAL DETAILS FOR
SIZING, LOCATIONS, AND FINISH.
ADDITIONAL INFORMATION. DUNWOODY HIGH SCHOOL - CONCESSIONS
5035 VERMACK RD
GENERAL NOTES: DUNWOODY, GA 30338
1. COORD. WITH CIVIL FOR FINISH FLOOR ELEVATIONS.
2. FINISH GRADE TO PROVIDE POSITIVE DRAINAGE AWAY
FROM BUILDING, TYP.
3. PORCHES/PATIOS TO SLOPE AT 1/48 AWAY FROM BUILDING,
MAX OR AS NOTED ON THE PLANS - SEE PLANS AND CIVIL.
4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL SLAB
AND FOUNDATION INFORMATION. A3.0
5. PLUMBING FIXTURES SHOWN ARE FOR DESIGN INTENT
ONLY - CONTRACTOR TO VERIFY AND CONFIRM ALL IN-SLAB 5
UTILITIES PRIOR TO POUR, INCLUDING BUT NOT LIMITED TO
PLUMBING, GAS, ELECTRICAL, AND MECHANICAL. PARAPET WALLS WITH
6. COORDINATE WITH THE OWNER AND LOCAL CODES AND PREFINISHED ALUMINUM A3.0
AUTHORITIES REGARDING TERMITE TREATMENT BELOW SLAB COPING CAP PER DETAILS
ON GRADE AREAS.
1
TPO ROOF ON TAPERED RIGID
INSULATION (PER ENERGY
CODES) - SLOPE TO DRAIN AT
1/4" PER 1' MIN
10' - 4"
A3.0 6
SCONCE LIGHTS AND
CONDIMENTS COUNTER
BELOW
THRU-WALL SCUPPER
TPO ROOF ON TAPERED RIGID
AND DOWNSPOUT PARAPET WALLS WITH
INSULATION (PER ENERGY
PREFINISHED ALUMINUM
TAPERED INSULATION ROOF CODES) - SLOPE TO DRAIN AT
COPING CAP PER DETAILS
CRICKET - SLOPE TO DRAIN 1/4" PER 1' MIN
AT 1/4" PER 1' MIN
RD
TAPERED INSULATION ROOF A3.0 3
CRICKET - SLOPE TO DRAIN
AT 1/4" PER 1' MIN
THRU-WALL SCUPPER PATIO ROOF BELOW - NOT FOR CONSTRUCTION
AND DOWNSPOUT STANDING SEAM METAL ROOF RELEASED FOR CONSTRUCTION
SLOPED TO PERIMETER AT 1/4"
A3.0 ROOF PLAN - TICKET BOOTH PER 1' MIN CONDENSING UNITS PER
2 MECHANICAL - PROVIDE SEAL
1/4" = 1'-0" MANUFACTURER'S
5 RECOMMENDED DRAINABLE 2 A3.0
7' - 0" PAD BELOW EQUIPMENT
7' - 0" W/TPO SLIP SHEET BELOW PAD
5 1/2" 6' - 1" 5 1/2" PROVIDE TOE-
FOOTING AT BRICK
3' - 0" 5 1/2"
24" DEEP 24" STG
BUILT-IN DESK CAB
8' - 4 1/2" 8' - 4 1/2" PATIO BELOW
36" WIDE DOOR
(HGT TO COORD
4' - 5 1/2"
BOOTH-1 W/MULLIONS, 80" MIN) 1/4" MAX
201
No. Description Date
5 1/2" PERMIT SET 11/02/2025
STEEL FRAME TICKET BOOTH
WINDOW/GLAZING SYSTEM
EQ EDGE OF STOREFRONT SILL
BELOW
25' - 3" 25' - 3"
MAIN SLAB
8' - 6" 8' - 6"
CONTINUOUS 1/2" X 2"
A3.0 6
PAINTED STEEL FLAT BAR REFER TO STRUCTURE
HANDRAIL WITH 1/8"
RADIUS AT OUTSIDE EDGES THRU-WALL SCUPPER
EQ
AND DOWNSPOUT
BRICK HEADER ABOVE
5 1/2"
10' - 4"
4' - 5 1/2"
BOOTH-2
202
8' - 4 1/2" 8' - 4 1/2"
36" WIDE DOOR 1/4" MAX
(HGT TO COORD
W/MULLIONS, 80" MIN)
ROOF PLAN &
TICKET BOOTH
5 1/2" 3' - 0"
24" DEEP 24" STG
PLANS
BUILT-IN DESK CAB
5 1/2" 6' - 1" 5 1/2" 7' - 0" PROVIDE TOE-
FOOTING AT BRICK
7' - 0" Project number 25037
4
Date 11/02/2025
FLOOR PLAN - TICKET BOOTH FOUNDATION PLAN - TICKET BOOTH
11/2/2025 4:47:51 PM
1 4 A3.0
Scale 1/4" = 1'-0"
1/4" = 1'-0" 1/4" = 1'-0" Sheet No:
3
ROOF PLAN - CONCESSIONS
1/4" = 1'-0" A1.1
CEILING PLAN LEGEND LIGHTING DESIGN NOTES:
1. LIGHTING DESIGN AND FIXTURE SPECIFICATION PROVIDED BY SESCO
LIGHTING, P.O.C. IS KATIE KENNEDY 407-455-3665,
KKENNEDY@SESCOLIGHTING.COM.
2. REFER TO LIGHTING DESIGN DRAWINGS FOR INFORMATION PERTAINING TO
GYPSUM WALL BOARD CEILING THE LIGHTING CONTROL SYSTEM, AND FIXTURE SPECIFICATION.
3. ALL FIXTURE FINISHES TO BE COORDINATED WITH THE OWNER/INTERIOR
DESIGNER.
HARDIE ARTISAN V-GROOVE
SIDING W/7" EXPOSURE - CEILING PLAN NOTES:
ORIENTATION AS SHOWN 1. REFER TO A0.0 FOR GENERAL CONSTRUCTION NOTES. Atlanta, GA
2. REFER TO ID, STRUCTURAL, ELECTRICAL, MECHANICAL, AND bianchiarchitecture.com
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 815-277-7412
SUPPLY AIR DIFFUSER 3. GC TO COORDINATE FIRE PROTECTION DEVICE DESIGN (INCLUDING
BUT NOT LIMITED TO SPRINKLERS, SMOKE DETECTORS, STROBES, AND DUNWOODY HIGH SCHOOL - CONCESSIONS
ALARMS) WITH LIGHTING AND MECHANICAL LAYOUTS. DEVICES MUST 5035 VERMACK RD
BE PLACED IN ALIGNMENT WITH LIGHTING WHERE POSSIBLE. DUNWOODY, GA 30338
RETURN AIR DIFFUSER
EXHAUST AIR DIFFUSER
RECESSED DOWNLIGHT
PENDANT LIGHT
WALL SCONCE
EXIT SIGN
SD SMOKE DETECTOR
EQ 7' - 0" EQ
RECESSED LINEAR LED LIGHT
1' - 11"
V-GROOVE
CLG - 12'-0"
8' - 1 1/4"
1' - 0"
EQ EQ
1' - 0"
EQ SD
8' - 0"
9' - 0" 3' - 0"
SD MENS RR EQ
4' - 3" 104
3' - 0"
EQ
5' - 6"
EQ
1' - 6" 1' - 6"
DRYWALL
EQ CLG - 11' - 0"
1' - 6" 1' - 6"
EQ
EQ
EQ EQ 3' - 0"
5' - 6"
WOMENS RR EQ
8' - 0"
EQ 3' - 0" 103 EQ
9' - 0" DRYWALL EQ
CLG - 11' - 0"
EQ 3' - 0"
3' - 0" EQ EQ EQ EQ
NOT FOR CONSTRUCTION
FIBER CEMENT BEAM RELEASED FOR CONSTRUCTION
WRAP PER ELEVATIONS
EQ EQ EQ EQ
AND DETAILS SEAL
EQ EQ
5' - 0" 7' - 7" EQ EQ EQ
EQ EQ EQ
EQ EQ SD
EQ BOOTH-1
COVERED PATIO
5' - 0"
V-GROOVE
201 CLG - 12'-0"
105
6' - 0"
V-GROOVE
CLG - 9'-4" STORAGE RECESSED
EQ LINEAR LED
101 8' - 0" PORTAL LIGHT
KITCHEN
DRYWALL COOKSON No. Description Date
7' - 0"
100
7' - 0"
EQ CLG - 11' - 0" INSULATED ROLL UP PERMIT SET 11/02/2025
COUNTER DOORS
V-GROOVE DRYWALL OR SIM
CLG - 12'-0" CLG - 11' - 0"
EQ
5' - 0"
7' - 0"
MECHANICAL
EQ
EQ
RECESSED LINEAR 102 EQ
LED PORTAL LIGHT
DRYWALL
CLG - 11' - 0"
CENTER SCONCE BOOTH-2 EQ
ON BRICK PIER
EQ 202 REFLECTED
EQ
EQ EQ
CEILING PLANS
REFLECTED CEILING PLAN - Project number 25037
REFLECTED CEILING PLAN - TIX BOOTH CONCESSIONS Date 11/02/2025
2 1
1/4" = 1'-0" 1/4" = 1'-0"
11/2/2025 4:47:52 PM
Scale 1/4" = 1'-0"
Sheet No:
A2.0
Atlanta, GA
bianchiarchitecture.com
815-277-7412
DUNWOODY HIGH SCHOOL - CONCESSIONS
5035 VERMACK RD
DUNWOODY, GA 30338
PLUMBING ACCESSORY SCHEDULE:
ON HOLD PENDING
DESIGNATION: DESCRIPTION: MANUFACTURER/MODEL: FINISH:
FINAL ID SELECTIONS
GB18 GRAB BAR - 18" BOBRICK B-9806 X 18 SATIN STAINLESS STEEL AND APPROVAL
GB24 GRAB BAR - 24" BOBRICK B-9806 X 24 SATIN STAINLESS STEEL
GB36 GRAB BAR - 36" BOBRICK B-9806 X 36 SATIN STAINLESS STEEL
GB42 GRAB BAR - 42" BOBRICK B-9806 X 42 SATIN STAINLESS STEEL
PTD1 LARGE RECESSED C-FOLD PAPER TOWERL DISPENSER AND TRASH BOBRICK B-38034 SATIN STAINLESS STEEL
TP1 RECESSED TOILET TISSUE, SEAT COVER, AND WASTE UNIT BOBRICK B-3092 OR B-3091 SATIN STAINLESS STEEL
TP2 SURFACE MOUNTED TOILET TISSUE, SEAT COVER, AND WASTE UNIT BOBRICK B-30919 OR B-30929 SATIN STAINLESS STEEL
RRT RESTROOM TOILET, PROVIDE MATCHING TOILET SEAT KOHLER K-PR96057-T3D WHITE
RRU RESTROOM URINAL KOHLER K-PR20713-T1D-NA WHITE SCHLUTER SCS-01
RRS RESTROOM UNDERMOUNT VANITY SINK KOHLER K-8189 WHITE
BASE TILE ON THINSET ON
WALL TILE ON THINSET ON
WMS BASIS OF DESIGN WALL MOUNTED SINK KOHLER K-2084-0 WHITE WATERPROOFING MEMBRANE ON
WATERPROOFING MEMBRANE ON
MOISTURE RESISTANT DRYWALL
FSD-1 BASIS OF DESIGN FAUCET AND SOAP DISPENSER BOBRICK B-8876 POLISHED NICKEL CEMENTITIOUS BACKER BOARD NOT FOR CONSTRUCTION
1/8" JOINT WITH SEALANT
FSD-2 BASIS OF DESIGN FAUCET DELTA DEMD-321LF CHROME 1/8" JOINT WITH SEALANT RELEASED FOR CONSTRUCTION
FSD-3 BASIS OF DESIGN WALL MOUNT SOAP DISPENSER BOBRICK B-2012.MBLK MATTE BLACK FLOOR TILE ON THINSET ON
WATERPROOFING MEMBRANE SEAL
VM1 WELDED FRAME VANITY MIRROR BOBRICK B-290 2448.MBLK MATTE BLACK
SCHLUTER SCS-01 (PROVIDE AT ALL
HD RECESSED HAND DRYER BOBRICK B-3725 SATIN STAINLESS STEEL OUTSIDE CORNERS OF WALL TILE)
MS SERVICE / MOP SINK KOHLER K-6710-0 WHITE
DRYWALL FINISH PER PLANS
SECTION DETAIL - TILE BASE PLAN DETAIL - TILE OUTSIDE CORNER
FIXTURE NOTES: 3 4
3" = 1'-0" 3" = 1'-0"
1. FIXTURES NOTED ABOVE ARE TO SERVE AS THE BASIS OF DESIGN AND ARE INTENDED TO CORRELATE TO THE ADJACENT FIXTURE
MOUNTING DIAGRAMS. SUBSTITUTION OF A SIMILAR OR EQUAL PRODUCT IS ACCEPTABLE IF ALL RELEVANT ACCESSIBILITY
REQUIREMENTS ARE MET, PRODUCT IS OF EQUAL OR GREATER QUALITY, AND SUBSTITUTION IS ACCEPTABLE TO THE OWNER.
2. CONFIRM ALL FINISHES WITH THE OWNER/INTERIOR DESIGNER.
3. PLUMBING FIXTURES SPECIFIED ABOVE ARE FOR BASIS OF DESIGN ONLY AND MAY NOT CONTAIN ALL RELEVANT ACCESSORIES AND/OR
COMPONENTS REQUIRED FOR A FULL AND COMPLETE SYSTEM. REFER TO THE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
4. VANITY/SINK AND FAUCET DESIGN CONTAINED HEREIN IS FOR BASIS OF DESIGN ONLY. FINAL PRODUCTS, FINISHES, AND DESIGN FOR
THESE ELEMENTS MUST BE COORDINATED WITH THE OWNER AND INTERIOR DESIGNER. WALL FINISH PER INTERIOR
5. ALL EXPOSED PLUMBING BELOW SINKS TO RECEIVE PREFORMED PVC COVERS IN COMPLIANCE WITH ADA SECTION 606.5. 2' - 0"
DESIGNER
SINK AND FAUCET PER PLANS No. Description Date
AND SCHEDULE 2CM STONE COUNTER PERMIT SET 11/02/2025
BLOCKING AS REQUIRED FOR FSD-2 AND FASCIA W/MITER AT
VANITY SUPPORT RRS OUTSIDE CORNER
FINISH FACE OF
WALL
OF FIXTURE 6"
3/4" MARINE GRADE
FINISH FACE OF WALL
PLYWOOD SUBSTRATE ON
GB18 2X BLOCKING/VANITY
36" MIN IF ALCOVE SUPPORT
GB42 PER PLAN IS 24" DEEP OR MORE 8" MIN
39"-41"
GB36 EQ EQ EQ EQ
CONCEALED STEEL VANITY
GB36 SUPPORT BRACKET
3' - 0" GB18
2' - 10" MAX
MAX. TO BOTTOM OF REFLECTIVE SURFACE
1' - 0" 2' - 0"
GB42 CEMENTITIOUS BACKER BOARD
1' - 0" MAX 3' - 6"
2' - 3" MIN CLEAR
TP1 BEHIND TILE
1 1/2"
MIN ADA CLEARANCE
1' - 5"
4' - 0" MAX
REQUIREMENTS 1/8" JOINT WITH SEALANT
RESTROOM
2' - 10" MAX
AT BASE OF WALL
36" MAX 36" MAX
39"-41" 3' - 4" 3' - 4"
36" MAX
17" MAX ADA
TO TOP OF SEAT
STUD WALL PER PLANS
27" MIN
2' - 0" TYP
8"
SEE NOTE 5 11" MIN TILE FLOORING ON RED-GARD
OR SIM WATERPROOFING, ON DETAILS
1' - 6" 1' - 6"
CONCRETE CURB PER PLANS
CONCRETE SLAB ON GRADE
9"
ACCESIBLE STALL URINAL (TYP)
TOILET (ADA) TOILET (TYP) Project number 25037
MOUNTING HEIGHTS URINAL (ADA) (WMS) (PTD1) (WF) (VM1) (FSD-3)
(PTD2) Date 11/02/2025
PLUMBING FIXTURE MOUNTING
11/2/2025 4:47:53 PM
(HD) Scale As indicated
DIAGRAMS SECTION DETAIL - RESTROOM VANITY Sheet No:
1 2
1/2" = 1'-0" 1 1/2" = 1'-0"
A2.1
BATHROOM TILE LEGEND
12" X 24" RUNNING BOND (T-01)
12" X 24" STACKED (T-02) Atlanta, GA
ON HOLD PENDING bianchiarchitecture.com
815-277-7412
FINAL ID SELECTIONS DUNWOODY HIGH SCHOOL - CONCESSIONS
5035 VERMACK RD
FULL TILE START POINT
AND APPROVAL DUNWOODY, GA 30338
EQ EQ 5' - 10" 7' - 2" EQ EQ EQ1 EQ1 EQ2 EQ2 EQ3 EQ3
COORD. TILE COORD. TILE
HEIGHT WITH HEIGHT WITH
DOOR TRIM DOOR TRIM
W PT-??
W PT-?? W T-??
W T-?? HD
HD
PTD1 PTD1
SS-01 SS-01
HOSE BIB HOSE BIB
L1 - SF L1 - SF
0' - 0" 0' - 0"
INT ELEVATION - WOMENS RR SINK
WALL INT ELEVATION - MENS RR SINK WALL
4 6
1/4" = 1'-0" 1/4" = 1'-0"
11' - 3" 9' - 11" 8' - 7" 9' - 11"
COORD. TILE COORD. TILE
HEIGHT WITH HEIGHT WITH
DOOR TRIM DOOR TRIM
PT-?? W W PT-??
EQ EQ T-?? W W T-??
L1 - SF L1 - SF
0' - 0" 0' - 0" NOT FOR CONSTRUCTION
INT ELEVATION - WOMENS RR TOILET INT ELEVATION - MENS RR TOILET RELEASED FOR CONSTRUCTION
WALL WALL
1 8
1/4" = 1'-0" 1/4" = 1'-0" SEAL
9' - 11" 8' - 7"
COORD. TILE COORD. TILE
HEIGHT WITH HEIGHT WITH
DOOR TRIM DOOR TRIM
W PT-?? W PT-??
W T-?? W T-??
No. Description Date
PERMIT SET 11/02/2025
L1 - SF L1 - SF
0' - 0" 0' - 0"
INT ELEVATION - WOMENS RR STALLS INT ELEVATION - MENS RR STALLS
2 7
1/4" = 1'-0" 1/4" = 1'-0"
EQ1 EQ2 EQ2 EQ1 EQ1 EQ2 EQ2 EQ EQ EQ1 EQ1 EQ2 EQ2 EQ3 EQ3 EQ EQ
COORD. TILE COORD. TILE COORD. TILE COORD. TILE COORD. TILE
HEIGHT WITH HEIGHT WITH HEIGHT WITH HEIGHT WITH HEIGHT WITH
DOOR TRIM DOOR TRIM DOOR TRIM DOOR TRIM DOOR TRIM
W PT-??
W T-??
W PT-??
W T-??
W PT-??
W T-??
W PT-??
W T-??
W PT-??
W T-??
RESTROOM
ELEVATIONS
Project number 25037
Date 11/02/2025
11/2/2025 4:47:55 PM
Scale 1/4" = 1'-0"
L1 - SF L1 - SF L1 - SF L1 - SF L1 - SF Sheet No:
0' - 0" 0' - 0" 7' - 0" 0' - 0" 0' - 0" 0' - 0"
3
INT ELEVATION - WOMENS RR FRONT
1/4" = 1'-0"
9
INT ELEVATION - MENS RR REAR WALL
1/4" = 1'-0"
5
INT ELEVATION - WOMENS RR ADA
STALL
1/4" = 1'-0"
10
INT ELEVATION - MENS RR FRONT
1/4" = 1'-0"
11
INT ELEVATION - MENS RR ADA STALL
1/4" = 1'-0"
A2.2
EXTERIOR LEGEND EXTERIOR KEYNOTES
FULL BRICKVENEER - COLOR TBD,
1 FULL BRICK VENEER, TYPE AND FINISH PER LEGEND. 5 4/4 FIBER CEMENT TRIM BOARDS, SIZE AND LOCATIONS
GROUT COLOR TBD, RUNNING
PROVIDE TIE-BACKS TO STRUCTURE AS REQUIRED BY AS NOTED ON THE ELEVATIONS AND DETAILS.
BOND PATTERN
STRUCTURAL ENGINEER, BUILDING CODES, AND
FULL BRICKVENEER - COLOR TBD, MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO 6 PREFINISHED ALUMINUM COPING CAP, PROVIDE AT
GROUT COLOR TBD, STACK BOND DETAILS FOR ADDITIONAL INFORMATION. PARAPET WALL AS NOTED, REFER TO DETAILS FOR
PATTERN ADDITIONAL INFORMATION. Atlanta, GA
2 FULL BRICK ROWLOCK COURSE TO MATCH VENEER. bianchiarchitecture.com
HARDIE ARTISAN V-GROOVE SIDING OUTSET FROM FACE OF ADJACENT BRICK AS 7 STEEL FRAME TICKET BOOTH WINDOW/GLAZING SYSTEM 815-277-7412
W/7" EXPOSURE, ORIENTATION PER INDICATED IN THE DETAILS. USE SOLID BRICKS AT W/OPERABLE LOWER PANEL ON FRONT AND SIDE, 1/2"
ELEVATIONS, FIELD PAINTED, COLOR TBD OUTSIDE CORNERS. MIN THICK FULLY TEMPERED GLAZING, AND POWDER DUNWOODY HIGH SCHOOL - CONCESSIONS
COATED FINISH ON FRAME/MULLIONS. 5035 VERMACK RD
3 FULL BRICK SOLDIER COURSE TO MATCH VENEER. DUNWOODY, GA 30338
GLASS WITHIN DOORS/WINDOWS OUTSET FROM FACE OF ADJACENT BRICK AS 8 STANDING SEAM METAL ROOF ON HIGH-TEMP ICE AND
INDICATED IN THE DETAILS. USE SOLID BRICKS AT WATER SHIELD UNDERLAYMENT. PROVIDE CORROSION
OUTSIDE CORNERS. RESISTANT FLASHING AT ALL ROOF TO WALL
TRANSITIONS, REFER TO DETAILS FOR ADDITIONAL
STANDING SEAM METAL ROOF ON SIM SIM
4 FIBER CEMENT SIDING PER LEGEND, REFER TO DETAILS INFORMATION.
HIGH-TEMP ICE AND WATER SHIELD 7
FOR ADDITIONAL INFORMATION. 6
A4.1 A4.1
GENERAL NOTES: ENERGY COMPLIANCE:
6 6
1. REFER TO A0.0 FOR GENERAL CONSTRUCTION NOTES. PROJECT IS LOCATED WITHIN CLIMATE ZONE 3A PER
2. REFER TO DOOR AND WINDOW SCHEDULE FOR ADDITIONAL IECC TABLE C301.1, SPECIFIC PERFORMANCE 5 1/2" 7 4/4X6 TRIM - CHAMFER 3 3
INFORMATION. REQUIREMENTS PER GEORGIA AMENDMENT TO TABLE
1 1
3. GRADE CONDITIONS SHOWN ARE DIAGRAMATIC IN NATURE C402.1.3 AND C402.4 AS FOLLOWS:
AND MAY VARY FROM ACTUAL SITE CONDITIONS. REFER TO CIVIL 1. WALLS ABOVE GRADE: R-20 MIN
12' - 0"
DRAWINGS AND FIELD VERIFY ALL GRADE CONDITIONS. 2. BASEMENT WALLS: R-0
4. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR 3. SLAB ON GRADE: R-0
WITHIN THE CODE REQUIRED MINIMUM SEPARATION TO GRADE 4. FLOORS: R-30
MUST BE PRESSURE TREATED. 5. ROOF/CEILING: R-38 ATTIC, R-25 ci 2 2
5. ALL MATERIALS MUST BE INSTALLED IN ACCORDANCE WITH THE 6. FENESTRATIONS: U-FACTOR = .46, SHGC: .25 3 3
MANUFACTURERS WRITTEN INSTRUCTIONS TO PROVIDE A FULL AND THRU-WALL SCUPPER
16' - 0" 16' - 0"
COMPLETE SYSTEM WARANTY. 2 AND DOWNSPOUT 2
6. PROVIDE HEAD, JAMB, AND SILL FLASHINGS AND SEALANTS IN
1 1 3
ACCORDANCE WITH MANUFACTURERS WRITTEN INSTALLATION ILLUNIMATED SIGNAGE
INSTRUCTIONS AT ALL EXTERIOR WALL OPENINGS AND 2 PER OWNER/SCHOOL A4.1
OPEN TO
10' - 8"
PENETRATIONS.
BEYOND
7. WATERPROOF, FLASH, AND SEAL ALL UTILITY PENETRATIONS THRU CONTINUOUS 1/2" X 2"
8' - 8"
EXTERIOR WALLS. PAINTED STEEL FLAT BAR
2' - 10" MAX TO TOP OF TRANSACTION COUNTER
8. ALL FLASHINGS, WATERPROOFING, AND/OR AIR/WEATHER HANDRAIL WITH 1/8"
BARRIERS USED MUST BE COMPATIBLE. OVERLAP ELEMENTS/SYSTEMS 7 RADIUS AT OUTSIDE EDGES
AS INDICATED IN THE ARCHITECT'S DETAILS AND MANUFACTURER'S
3' - 6"
4
WRITTEN INSTRUCTIONS. OVERLAP MUST EXTEND PER 10"
MANUFACTURER'S WRITTEN INSTRUCTIONS OR 6" MIN.
9. EXTERIOR HOLLOW METAL DOORS AND FRAMES TO BE PAINTED
TO MATCH ADJACENT WALL FINISH.
7 L1 - SF L1 - SF
10. DESIGN INTENT WATERPROOFING SYSTEM TO BE: 0' - 0" 0' - 0"
7 4/4X8 TRIM - CHAMFER
- WALLS: SIKA SENERGY AIR/WATER RESISTIVE BARRIER.
9 1/4"
1 2 1
- SELF ADHERED FLASHINGS: SIKA SENERGY MAX-FLASH.
- HIGH-TEMP ICE AND WATER SHIELD: GAF STORM GUARD. A4.1 A4.1 A4.1
- TPO: GAF EVERGUARD TPO SMOOTH MEMBRANE, 80-MIL
FULLY ADHERED.
EXT COLUMN DETAIL EXT ELEVATION- TICKET BOOTH FRONT EXT ELEVATION - TICKET BOOTH SIDE
SIM 7 6 5
1/2" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0"
7
A4.1
6 6
THRU-WALL SCUPPER
3 AND DOWNSPOUT 3
1 1
12' - 0" 12' - 0"
2 2
NOT FOR CONSTRUCTION
3 3
RELEASED FOR CONSTRUCTION
16' - 0" 16' - 0"
2 2
2
2
5 BEAM WRAP 1
SCONCE SCONCE SCONCE 3 SEAL
4 LIGHT LIGHT LIGHT
8 A4.1
1 RECESSED 2
RESTROOM NICHE - OPEN TO 2 OPEN TO
SEE PLAN 5 COLUMN WRAP BEYOND BEYOND
3
8' - 8" 8' - 8"
OPEN TO 7
BEYOND
STONE A3.0 4
CONDIMENT STONE PICK-UP COUNTER STONE PICK-UP COUNTER STONE CONDIMENT COUNTER
COUNTER
2' - 10" MAX
PLANTER PLANTER
L1 - SF L1 - SF
0' - 0" 0' - 0"
1 1
A4.1 A4.1
EXT ELEVATION - BATHROOM
ENTRANCE EXT ELEVATION - CONCESSION FRONT
1 2 No. Description Date
1/4" = 1'-0" 1/4" = 1'-0"
PERMIT SET 11/02/2025
THRU-WALL SCUPPER
AND DOWNSPOUT
6 6
THRU-WALL SCUPPER
AND DOWNSPOUT 3 3
1 1
12' - 0"
2 2
3 3
16' - 0" 16' - 0"
2 2
9' - 0" BOB
BEAM WRAP 5
2 1 BEAM WRAP 5
3
COLUMN WRAP
8
5
1 A4.1
COLUMN WRAP
8
5
EXTERIOR
OPEN TO
BEYOND
8' - 8" STONE
DOOR TO
STORAGE
DOOR TO
MECH
8' - 8"
ELEVATIONS
7 CONDIMENT
A3.0 COUNTER
Project number 25037
L1 - SF L1 - SF
0' - 0" 0' - 0"
Date 11/02/2025
11/2/2025 4:47:56 PM
7 Scale As indicated
1 1 A3.0 Sheet No:
A4.1 A4.1
4
EXT ELEVATION - MURAL WALL
1/4" = 1'-0"
3
EXT ELEVATION - CONCESSION REAR
1/4" = 1'-0"
A3.0
6 7
A4.1 PREFINISHED METAL COPING A4.1
CAP ON SLOPED 2X WOOD PREFINISHED METAL COPING
BLOCKING, PITCH TOP AT 1/2' CAP ON SLOPED 2X WOOD
WOOD SHEATHING PER
PER FOOT MIN TOWARDS ROOF BLOCKING, PITCH TOP AT 1/2'
STRUCTURE
PER FOOT MIN TOWARDS ROOF
WOOD SHEATHING PER
STRUCTURE CONTINUE TPO UP PARAPET Atlanta, GA
WALL bianchiarchitecture.com
DBL BRICK SOLDIER COURSE CONTINUE TPO UP PARAPET DBL BRICK SOLDIER COURSE 815-277-7412
PER ELEVATIONS WALL TPO ROOFING ON ROOFING PER ELEVATIONS
INSULATION PER ENERGY
BRICK VENEER W / 1" AIR TPO ROOFING ON ROOFING CODES ON WOOD DECKING BRICK VENEER W / 1" AIR DUNWOODY HIGH SCHOOL - CONCESSIONS
SPACE AND METAL TIES INSULATION PER ENERGY PER STRUCTURE SPACE AND METAL TIES 5035 VERMACK RD
1/4" / 12"
CODES ON WOOD DECKING DUNWOODY, GA 30338
AIR/WEATHER BARRIER ON PER STRUCTURE AIR/WEATHER BARRIER ON
WOOD SHEATHING WOOD SHEATHING
2X RAFTERS PER STRUCTURE
STANDING SEAM METAL ROOF ON
HIGH-TEMP ICE & WATER SHIELD ON METAL FLASHING W/PEEL &
WOOD DECKING PER STRUCTURE STICK WATERPROOFING ON
STEEL LINTEL
2X WOOD BLOCKING ON LVL PER METAL FLASHING W/PEEL &
STRUCTURE STANDING SEAM METAL ROOF STICK WATERPROOFING ON
HEAD WALL FLASHING STEEL LINTEL
METAL FLASHING AT EDGE OF
1/4" / 12" AIR/WEATHER BARIER ON
ROOF
DRYWALL CEILING ON ROOF DRYWALL CEILING ON ROOF WOOD SHEATHING
TRUSS PER STRUCTURE TRUSS PER STRUCTURE
FIBER CEMENT V-GROOVE
TAPERED 2X RAFTERS COOKSON INSULATED ROLL SOFFIT PER RCP
COVE MOLD ON 5/4X6 FIBER
CEMENT TRIM UP COUNTER DOORS OR SIM
INSULATION PER ENERGY
4/4 FIBER CEMENT BEAM WRAP CODES INSULATION PER ENERGY
CODES LVL PER STRUCTURE
AIR/WEATHER BARIER ON 6 DRYWALL FINISH ON 2X
WOOD SHEATHING A5.0 FRAMING AIR/WEATHER BARRIER ON EDGE OF WALL BEYOND
WOOD SHEATHING
AIR/WEATHER BARRIER ON
FIBER CEMENT V-GROOVE
WOOD SHEATHING FIBER CEMENT V-GROOVE
SOFFIT PER RCP
BRICK VENEER PER ELEVATIONS SIDING W/MITERED OUTSIDE
1/4" JOINT WITH SEALANT AT
EDGE OF BEAM BEYOND CORNERS
HMF
METAL FLASHING W/PEEL &
EDGE OF COLUMN BEYOND STICK WATERPROOFING ON COUNTER DOOR TRACK
STEEL LINTEL BEYOND
TRIPLE LAYER 3/4" MARINE
GRADE PLYWOOD FOR
COUNTER SUPPORT
2CM STONE COUNTER AND
FASCIA
3' - 0" MITERED OUTSIDE CORNER
4"
CONCEALED STEEL 4"
EXTERIOR DOOR PER SUPPORT BRACKET FIBER CEMENT V-GROOVE
SCHEDULE SIDING NOT FOR CONSTRUCTION
THINSET TILE ON FLUID
2' - 10"
3
ALUMINUM DOOR APPLIED WATERPROOFING RELEASED FOR CONSTRUCTION
PEEL & STICK A5.0
THRESHOLD BED IN SEALANT ON CEMENTITIOUS AIR/WEATHER BARRIER ON
WATERPROOFING BACKER BOARD WOOD SHEATHING
FINISH FLOORING ON SEAL
CONCRETE SLAB ON 2X STUD WALL WITH
CONCRETE SLAB-ON GRADE METAL FLASHING W/PEEL &
GRADE INSULATION PER ENERGY STICK WATERPROOFING
CODES
L1 - SF L1 - SF
0' - 0" 0' - 0"
VAPOR BARRIER ON VAPOR BARRIER ON
GRAVEL BASE ON EARTH 2
GRAVEL BASE ON EARTH
A4.1
CONCRETE FOOTING PER CONCRETE FOOTING PER
STRUCTURE STRUCTURE
WALL SECTION - CONCESSION WALL SECTION - PICK UP COUNTER
2 3
3/4" = 1'-0" 3/4" = 1'-0"
No. Description Date
PERMIT SET 11/02/2025
WALL/ROOF
INSULATION PER
ENERGY CODES
1/4" / 12"
12' - 0"
ROOF TRUSS PER STRUCTURE
1/4" / 12"
11' - 0" CLG
9' - 0"
9' - 0" BOB
COVERED
STORAGE KITCHEN
PATIO
BUILDING AND
WALL SECTIONS
L1 - SF
0' - 0"
Project number 25037
2
3 Date 11/02/2025
A4.0
A4.0
11/2/2025 4:47:58 PM
Scale As indicated
Sheet No:
BUILDING SECTION - CONCESSION
1
1/4" = 1'-0"
A4.0
PRE-FINISHED METAL COPING CAP
PRE-FINISHED METAL COPING CAP
2X WOOD BLOCKING AT TOP OF
PARAPET - PITCH TOP AT 1/2' PER FOOT 2X WOOD BLOCKING AT TOP OF
MIN TOWARDS ROOF IN-WALL WOOD BLOCKING AS NEEDED FOR PARAPET - PITCH TOP AT 1/2' PER FOOT
6" TPO AND COPING ATTACHMENT MIN TOWARDS ROOF
6" IN-WALL WOOD BLOCKING AS NEEDED FOR
BATT INSULATION PER ENERGY CODES
TPO AND COPING ATTACHMENT
WOOD FRAMING PER FLOOR PLANS BATT INSULATION PER ENERGY CODES
WOOD SHEATHING PER STRUCTURE WOOD FRAMING PER FLOOR PLANS
TPO ROOFING Atlanta, GA
WOOD SHEATHING PER STRUCTURE
bianchiarchitecture.com
ROOF INSULATION PER 815-277-7412
TPO ROOFING
ENERGY CODES BRICK-TIES PER CODE
DUNWOODY HIGH SCHOOL - CONCESSIONS
WOOD SHEATHING PER ROOF INSULATION PER
WOOD DECKING PER STRUCTURE 5035 VERMACK RD
STRUCTURE ENERGY CODES
DUNWOODY, GA 30338
SLOPE 1/4" PER 1' MIN
DBL BRICK SOLDIER COURSE WOOD DECKING PER STRUCTURE
DBL BRICK SOLDIER COURSE
1/2"
1/2" SLOPE 1/4" PER 1' MIN
BRICK-TIES PER CODE
FULL BRICK VENEER
W/1" MIN AIR SPACE FULL BRICK VENEER
W/1" MIN AIR SPACE
AIR/WEATHER BARRIER
AIR/WEATHER BARRIER
WOOD SHEATHING PER
STRUCTURE METAL FLASHING W/PEEL &
STICK WATERPROOFING ON
2X ROOF JOISTS
STEEL LINTEL
PER STRUCTURE
THRU WALL WEEPS PER CODE/BRICK
MANUFACTURER
1/4" JOINT WITH SEALANT
W/WEEPS AT 24" O.C.
FIBER CEMENT V-GROOVE
SOFFIT PER RCP
ENGINEERED WOOD TRUSS PER STRUCTURE
AIR/WEATHER BARIER ON
WOOD SHEATHING
DRYWALL CEILING FINISH
SECTION DETAIL - CONCESSIONS
SECTION DETAIL - TYP PARAPET SOFFIT
6 7
1 1/2" = 1'-0" 1 1/2" = 1'-0"
WOOD SHEATHING PER STRUCTURE
BATT INSULATION PER ENERGY
FULL BRICK VENEER W/1" CODES
MIN AIR SPACE WITH BRICK-
TIES PER CODE AIR/WEATHER BARRIER
WOOD FRAMING PER FLOOR PLANS
1 1/2" DRYWALL FINISH PER
FLOOR PLANS DRYWALL FINISH PER FLOOR PLANS
BATT INSULATION PER
ENERGY CODES
1" WOOD FRAMING PER
FLOOR PLANS
WOOD FRAMING PER STRUCTURE NOT FOR CONSTRUCTION
RELEASED FOR CONSTRUCTION
BATT INSULATION PER ENERGY CODES
BRICK ROWLOCK SILL TO
MATCH VENEER, SLOPE AT 5% DRYWALL FINISH PER FLOOR PLANS WOOD SHEATHING PER SEAL
STRUCTURE
DBL SOLDIER COURSE 1"
1"
AIR/WEATHER BARRIER
AIR/WEATHER BARRIER ON
1" FULL BRICK VENEER W/1"
WOOD SHEATHING PER
FULL BRICK VENEER W/1" MIN AIR SPACE AND
STRUCTURE FULL BRICK VENEER W/1"
METAL TIES PER CODE
MIN AIR SPACE AND METAL MIN AIR SPACE AND
TIES PER CODE HEADER COURSE METAL TIES PER CODE
1 1/2"
SECTION DETAIL - BRICK BANDING PLAN DETAIL - BRICK TO MURAL PLAN DETAIL - OPENING TO BRICK
3 4 5
1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0"
No. Description Date
PERMIT SET 11/02/2025
WOOD FRAMING PER FLOOR PLANS
WOOD FRAMING PER FLOOR PLANS W/INSULATION PER ENERGY CODES
FULL BRICK VENEER W/1"
W/INSULATION PER ENERGY CODES
MIN AIR SPACE AND BRICK-
FIBER CEMENT V-GROOVE
TIES PER CODE
CONCRETE CURB PER PLANS CONCRETE CURB PER PLANS SIDING
AIR/WEATHER BARRIER ON
THINSET TILE ON FLUID APPLIED WOOD SHEATHING THINSET TILE ON FLUID APPLIED AIR/WEATHER BARRIER ON
WATERPROOFING ON CEMENTITIOUS WATERPROOFING ON CEMENTITIOUS WOOD SHEATHING
BACKER BOARD PEEL-N-STICK WATERPROOFING BACKER BOARD
PEEL-N-STICK WATERPROOFING
FINISH FLOORING ON CONCRETE PREFINISHED METAL FLASHING FINISH FLOORING ON CONCRETE
PREFINISHED METAL FLASHING
SLAB ON GRADE SLAB ON GRADE
SLOPE 1/8" PER 1' SLOPE 1/8" PER 1'
TICKET BOOTH
STOREFRONT DETAILS
FINISH GRADE PER CIVIL 1'' JOINT WITH SEALANT AT
GRADE ON HOLD PENDING EXTERIOR DETAILS
GROUT SOLID BELOW GRADE
VAPOR BARRIER ON
GRAVEL BASE ON EARTH
FLUID APPLIED OR PEEL-N-
VAPOR BARRIER ON
GRAVEL BASE ON EARTH
FLUID APPLIED OR PEEL-N-
STICK FOUNDATION WATER PRODUCT SELECTION
STICK FOUNDATION WATER PROOFING
CONCRETE SLAB AND PROOFING CONCRETE SLAB AND
FOOTING PER STRUCTURE FOOTING PER STRUCTURE
Project number 25037
Date 11/02/2025
11/2/2025 4:47:59 PM
Scale 1 1/2" = 1'-0"
Sheet No:
SECTION DETAIL - BRICK BASE TO SECTION DETAIL - SIDING BASE TO
1
SIDEWALK
1 1/2" = 1'-0"
2
SIDEWALK
1 1/2" = 1'-0" A4.1
WIDTH
DOOR SCHEDULE
TYPE WIDTH HEIGHT DESCRIPTION LOCATION REMARKS TEMPERED DETAILS HARDWARE
A-1 3' - 0" 8' - 0" HOLLOW METAL SWING DOOR MECHANICAL INSULATED H1/J1/S2 HWS-2
A-2 3' - 0" 8' - 0" HOLLOW METAL SWING DOOR STORAGE INSULATED H1/J1/S2 HWS-2
A-3 3' - 0" 8' - 0" HOLLOW METAL SWING DOOR WOMENS RESTROOM INSULATED H1/J1/S1 HWS-1
A-4 3' - 0" 8' - 0" HOLLOW METAL SWING DOOR MENS RESTROOM INSULATED H1/J1/S1 HWS-1
A-5 3' - 0" 8' - 0" HOLLOW METAL SWING DOOR KITCHEN S1 HWS-2 Atlanta, GA
COUNT - CONFIRM WITH PLANS: 5 bianchiarchitecture.com
815-277-7412
HEIGHT
DOOR SCHEDULE NOTES: DUNWOODY HIGH SCHOOL - CONCESSIONS
5035 VERMACK RD
1. SEE DOOR TYPE ELEVATIONS FOR DESIGN INTENT FOR EXTERIOR DOORS. DUNWOODY, GA 30338
2. EXTERIOR DOORS TO BE HOLLOW MTL DOORS AND FRAMES (FULLY WELDED).
3. REFER TO FLOOR PLANS AND ELEVATIONS FOR SPECIFIC DOOR HINGE LOCATION.
4. WHERE INDICATED, PROVIDE FULLY TEMPERED GLAZING PER 2018 IBC.
5. ALL SWING DOOR HARDWARE AND THRESHOLDS MUST BE ADA COMPLIANT.
6. DOOR HARDWARE NOTES ARE FOR DESIGN INTENT ONLY AND DO NOT CONTAIN
ALL REQUIRED COMPONENTS, ACCESSORIES, OR SYSTEMS NEEDED FOR A FULL
AND COMPLETE INSTALLATION. BUILDER/GENERAL CONTRACTOR TO PROVIDE
FULL AND COMPLETE HARDWARE PACKAGE. COORDINATE WITH THE OWNER AND
INTERIOR DESIGNER ON STYLE, FINISH, AND OTHER FUNCTIONAL REQUIREMENTS.
7. BASIS OF DESIGN FOR LOCKSETS ARE SCHLAGE ALX SERIES.
A. HARDWARE SET 1 (HWS-1):
a. CLOSER, DECORATIVE PULL (BOTH SIDES).
B. HARDWARE SET 2 (HWS-2): A
a. CLOSER, STOREROOM LOCKSET.
EXTERIOR SWING
DOOR
DOOR TYPE ELEVATIONS
2
1/2" = 1'-0"
BRICK VENEER W/1" AIR SPACE AND 2X FRAMING W/INSULATION
METAL TIES PER ENERGY CODES
AIR/WEATHER BARRIER ON WALL FINISH PER FINISH HOLLOW METAL FRAME
WOOD SHEATHING WALL FINISH PER FINISH
SCHEDULE SCHEDULE
PEEL AND STICK FLASHING AT
ROUGH OPENING AND ATOP WALL INSULATION PER
METAL FLASHING ENERGY CODES
2X FRAMING AND
HEADER
BRICK WEEPS IN VERTICAL JOINTS
METAL FLASHING W/PEEL &
STICK WATERPROOFING ON HOLLOW METAL FRAME DOOR-REFER TO DOOR
STEEL LINTEL
AIR WEATHER BARRIER ON SCHEDULE
DOOR-REFER TO DOOR WOOD SHEATHING
SCHEDULE 1/4'' JOINT WITH SEALANT
BRICK VENEER W/1" AIR SPACE AND
METAL TIES
H1 J1
EXTERIOR SIDING EXTERIOR BRICK
HEAD DETAILS JAMB DETAILS
6 7
1 1/2" = 1'-0" 1 1/2" = 1'-0"
NOT FOR CONSTRUCTION
RELEASED FOR CONSTRUCTION
SEAL
SCHEDULED DOOR DOOR FRAME BEYOND
DOOR FRAME BEYOND SCHEDULED DOOR
CONTINUOUS SCHEDULED TILE, THINSET
FLOORING SEE FINISH
SCHED. (MIN. CLASS II SCHLUTER RENO-U
FINISH @ FIRE RATED
DOORS). FINISHED CONCRETE
1/4"
3/8" MAX. @
1/2"
FIRE1/2"
RATED
DOORS
S1 S2
No. Description Date
CONTINUOUS CONCRETE/TILE PERMIT SET 11/02/2025
SILL DETAILS
3
3" = 1'-0"
DOOR SCHEDULE
AND DETAILS
Project number 25037
Date 11/02/2025
11/2/2025 4:48:00 PM
Scale As indicated
Sheet No:
A5.0