AM
AL
ED
EC
EB
REES ST.
EA
D
A9
EXTERIOR SIGNAGE
A410
E WING - LW ROOF +16' - 3"
E10
E11 A201 F1
4
5
AJ.2
6
AH.2
C
E119A 112 SF
E119 1048 SF
ELEC RM
STOR
E121 280 SF
E104D 230 SF
STAGE
AUDITORIUM
A4.2
E104B 1421 SF
A5.2
A6.2
C8
E WING - LEVEL AUDITORIUM -3' - 3 1/2"
SIGNAGE AT MAIN WALKWAY ENTRY 1/16" = 1'-0"
REV. NO. 1
REV. DATE 3/14/25
REV. DESCRIPTION SED Arch. Add. #1
14'-6 1/2"
ELEC ROOM A110A 284 SF
LOUVER, REFER TO MECH DWGS, TYP
G3.120 A6
A110A-1
A213 A110-1
21
20
18
3' - 0" DOOR
4' - 3" CAR
6' - 0" HOI STWAY
3' - 0" DOOR
4' - 3" CAR
6' - 0" HOI STWAY
FIRE AREA KEY FIRE AREA E00
FIRE AREA A01.2 (NEW, CONFORMING) 350 SF
10
FIRE AREA D01
16
LEVEL 1 ALTERATION (MEP SCOPE ONLY)
TOTAL = ±1429 SF
LEVEL 2 ALTERATION
TOTAL = ±6730 SF
LEVEL 3 ALTERATION
TOTAL = ±28442 SF
FIRE AREA A01.2
18
FIRE AREA A03
7
NOT IN SCOPE NOT IN SCOPE
FIRE AREA PLAN - LEVEL 01
F8
1" = 60'-0"
WORK AREA PLAN - LEVEL 01 1" = 60'-0"
DATE ISSUED:
Sept. 29, 2025
FLOOR PLAN - A WING - LEVEL 01
RECONSTRUCTION
F6
B (BUILDING A LEVEL 01 & LEVEL 02)
REQUIRED SEPARATION
PROVIDED SEPARATION
2
2
BUILDING E
BUILDING D
SECTION
LOCATION
ELEMENT
RATING (HOURS)
MARKING REQ
716.1 (2) & 716.1 (3)
FIRE WALLS AND BARRIERS (2-HOUR)
DOORS PANELS VISION PANELS
1 1/2 -
SIDE LIGHTS FIRE WINDOWS
2 NP (a.)
≤100 sq. in. = D-H-90 >100 sq. in.= D-H-W-90 (c.) W-120 W-XXX (b.)
DOORS PANELS VISION PANELS
1 1/2 -
SIDE LIGHTS FIRE WINDOWS
2 NP
DOORS PANELS VISION PANELS
1 -
SIDE LIGHTS FIRE WINDOWS
1 NP
≤100 sq. in. = D-H-60 >100 sq. in.= D-H-T-W-60 W-120 W-XXX (b.)
FIRE WINDOWS
3/4
OH-45 or W-60
SHAFTS & EXIT ENCLOSURES (2-HOUR)
1-HOUR FIRE BARRIERS INCLUDING SHAFTS
MIXED OCC. SEPARATION
BUILDING A
≤100 sq. in. = D-H-90 > 100 sq. in.= D-H-T-W-90 W-120 W-XXX (b.)
FIRE AREA A02 (EXISTING, CONFORMING B OCCUPANCY) 35658 SF
LEVEL 1 ALTERATION (MEP SCOPE ONLY)
FIRE AREA KEY
SUNY BUFFALO STATE 1300 ELMWOOD AVENUE, BUFFALO, NY 14222
7 10
LEONARDO DAVINCI HS @ BUCKHAM HALL
8 12
TOTAL = ±4632 SF
FIRE AREA A03
NOT IN SCOPE
NOT IN SCOPE
C6
FIRE AREA PLAN - LEVEL 02
C8
1" = 60'-0"
WORK AREA PLAN - LEVEL 02 AND MEZZANINE
AM JOB NO.
24014
1" = 60'-0"
REV. NO. 1
REV. DATE 3/14/25
REV. DESCRIPTIO SED Arch. Add.
30'-0"
BUILDING E
Sept. 29, 2025
BUILDING A FIRE AREA A03 (NEW, CONFORMING) 37267 SF
FIRE AREA A03
A6 5
A7 7'-9 1/4"
6'-0"
CHANGING STALL
A553 A4
DA
3'-8 3/4"
D012-1
G3
10 LOCKERS
5'-6"
G3C
ADA
4'-10"
7'-8"
E
ADA BENCH
7'-8"
J 10
7
8
D2
A452.7
D WING - LEVEL BASEMENT
A452.7C9 C8A452.7 G3
1
D3
9
AE.2
2
D012 356 SF
A203
62 SF
G3C
10 LOCKERS
AD.2
9/30/2025 1:16:11 AM
Within the D-wing, the mechanical scope is limited to a heating-only system, with dedicated air conditioning isolated exclusively to the Wellness Room. To mitigate localized humidity, the Wellness Room envelope features a specialized condensation-resistant storefront glazing system paired with targeted mechanical ventilation controls.
6" MIN TO WALL 12'-3 1/2"
MENS RR
DB
D102 188 SF
A1
A452.3
8'-7"
G3
D009 148 SF
G3
SF-21A
D103 180 SF
13'-11" VIF
4'-9 1/2"
D105A 38 SF
D106 164 SF G6.60
D110B-1
MECH RM D114 73 SF
3'-0 3/8"
ADA
A501
ENGINEERS OFFICE
D010B-1
A452.6 G3C ADA GENDER NEUTRAL BATHROOM
F1
D010A 58 SF
D010A-1
D010 175 SF
1-HR RATED STOREFRONT
10 1'-0"
6'-1"
OFFICE D113 12'-10" 109 SF
S4.120
D112-1
5'-0 1/2"
G3
6'-3 1/2" VIF
DB
43'-8 1/2" VIF
BRANDED EQUIPMENT; FOR REPRESENTATION ONLY. REFER TO OWNER PROVIDED DWGS; OFCI
S4.120
1'-7 3/4" VIF
D010B 31 SF
A103
© 2024 - ASHLEY MCGRAW ARCHITECTS
D101 1188 SF
38'-4"
F3
SF-35 D1.2
A5 4
D2
D104 1444 SF
G6A.60 D101-1
8"
G3D
2'-1 1/4"
E
DA
D6.2
A452.8
HEALTH CLUB/ WEIGHT ROOM
SF-30 A422.3
SF-10 DA
STORAGE D5
H6
2'-6"
A6
G1
D3
A301
A212
SF-35 D4
D5
A D6.2
B
1/8" = 1'-0"
6
7
D
DA
C1 A203
D WING - LEVEL 01
5
G101 10
© 2024 - ASHLEY MCGRAW ARCHITEC
EA
E WING - LW ROOF +16' - 3"
E WING - LW ROOF +16' - 3"
8
VARIES SEE ELEVATION WOOD GRILLE; BOD: CERTAINTEED WOOD GRILLE WALL
VARIES SEE ELEVATION
LED STRIP LIGHTING ON SIDE OF GRILLE; SEE ELEVATION, REFER TO LIGHTING DWGS BLACK FELT BACKING 1" FIBERGLASS BOARD Z-CLIPS AS REQ'D EXIST. BRICK WALL
WOOD GRILLE; BOD: CERTAINTEED WOOD GRILLE WALL BLACK FELT BACKING 3" FIBERGLASS BOARD Z-CLIP EXISTING OR INFILLED BRICK WALL
9
REV. DESCRIPTION SED Arch. Add. #1 SED Arch. Add #2
Sept. 29, 2025
FLOOR PLAN - D WING - BASEMENT AND LEVEL 01
A1
D101A 302 SF
ATHLETICS LOBBY
REV. DATE 3/14/25 4/9/25
DATE ISSUED:
D
STAIR-D1 H1
10
E11
For interior acoustic performance, the auditorium integrates 3-inch fiberglass acoustic backing behind the wood grille back wall, 1-inch fiberglass backing behind the wood grille side walls, and specialized diffusive ceiling panels to maximize sound absorption and balanced acoustic dispersion.
REV. NO. 1 2
D112 40 SF
G6A.60
A422.3
9
9
D A WING - LVL 01 E +0"
D A WING - LVL 01 E +0"
E WING - LW LVL -1' - 4"
E WING - LW LVL -1' - 4"
E WING - LEVEL AUDITORIUM -3' - 3 1/2"
E WING - LEVEL AUDITORIUM -3' - 3 1/2"
24014
D113-1
1'-8"
SF-30
A3
G3
12'-4 1/2"
8
8
AM JOB NO.
A1
D114-1
ELEV D1
OFFICES
G3
D107 200 SF
WOMENS RR
7
SUNY BUFFALO STATE 1300 ELMWOOD AVENUE, BUFFALO, NY 14222 AGENCY SED No. 14-06-00-01-8-682-002
RECONSTRUCTION
DC D111-3
JC
13'-2"
G3
E
D111 379 SF
11'-7" VIF
ADA BENCH
A401
6'-4" VIF
D106-1
IT
11'-8 1/2"
7'-6 1/2"
DD
STAIR-D3
G3C
ADA
D110C-1
D110C 64 SF
G3
D105 562 SF
F4
SF-36
LEONARDO DAVINCI HS @ BUCKHAM HALL
A203
A452.5
8" D110-2
D110 93 SF
SF-30 D100-2
15'-7"
TOTAL = ±37280 SF
1" = 60'-0"
BUFFALO PUBLIC SCHOOLS 65 NIAGARA SQUARE ROOM 403 DIVISION OF PLANT SERVICES AND SCHOOL PLANNING BUFFALO, NY 14202
G3C
MEN'S BATHROOM
PE LOCKER RM
4 LOCKERS
8"
D109A-1
1'-0 1/2" 5'-3"
ADA
5'-7 1/2"
4 LOCKERS
7'-8 1/2"
C6 DB
D110B 45 SF D110-1
CORRIDOR
G3
CUSTODIAL MEETING
G3
10 LOCKERS ADA BENCH
D011 320 SF
1'-3"
6'-4" VIF
A5
D110A 138 SF
G3
10'-11"
1'-0"
G3C
4'-5"
D009-1
4'-3"
G3
G3C
3
3'-6 3/4"
A452.3
D013 121 SF
VISITING TEAM ROOM
D4
ADA BENCH
6
CONSULTANT:
82'-6"
CORRIDOR G3
FLOOR E 1/2" 7'-2 1/2"PLAN - 10'-0 WINGG3- LOWER LEVEL
C 10
ADA BENCH
STOR
MEN'S PE OFFICE
D109
D111-1
A452.5
A452.2
G3C
47 SF
G3
D
A
G1 A301
B
1/8" = 1'-0"
5'-2 1/2" ADA
ADA
D005B 235 SF
ACCESS HATCH ABOVE TO MECH MEZZ
SF-21B
7'-9 1/2"
D109C 137 SF
PE LOCKER RM D109-2 6'-11" 93 SF 6'-7 1/2"
D108-1
F4
D1
BOYS BATHROOM
SF-21B
7'-9 1/2"
G3 WOMEN'S PE OFFICE
7'-3"
7
5
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
H
F1
D109B 46 SF
10'-7 1/2"
(9) 2-TIER LOCKERS
Sept. D007 29, 2025 D008
5'-10 1/2"
VIF
DC D108-2
G3
ADA GENDER NEUTRAL RR
DATE ISSUED:NEUTRAL RR
4'-10 7/8"
HOME TEAM ROOM C1 G1 D1.2
A1
DC
6'-7 1/2"
G3
ADA GENDER
2'-11 1/2"
1'-0"
G3
AF
D006 38 SF G3.60 G3.60
3'-0 1/8"
REV. BOYS DATE ROOM REV. DESCRIPTION LOCKER 3/14/25 SED Arch. Add. #1 D005 632 SF (8) 2-TIER LOCKERS A9 A452.2
D001-5
D108 380 SF 11'-6"
G3
D005A 46 SF
6'-10 3/4"
D001A 285 SF
3'-10"
(8) 2-TIER LOCKERS
ADA BENCH
G3.60
A452.6 GENDER NEUTRAL RR
29'-9 3/8" VIF
10 LOCKERS
1
E1 CHANGING STALL A452.9
G3.60
CORRIDOR
8'-3"
D012A 179 SF
A1
15'-9 3/4" VIF B1
ADA BENCH
D002A 42 SF
D002B-1
D002B 255 SF
G3.60
LAUNDRY
A452.9
D004 38 SF
STAIR-D2
D107-1
14'-9 1/2" VIF D001-2
D001-1
6'-0" VIF
D001-3
A452.1
STAIR-D1
3'-10"
STOR
D109A 59 SF
SF-21A
DD
D111-2
B9
D001 779 SF 11
D012A-2
A
WOMEN'S BATHROOM G3C DD
D003G
4
6
A8
1" = 60'-0"
TOTAL = ±135 SF
LEVEL 2 ALTERATION
SEAL:
A1
FEC TO REMAIN 10'-1 1/4" 368 SF
3
LEVEL 1 ALTERATION (MEP SCOPE ONLY)
WORK AREA PLAN - LEVEL 03
To satisfy 2020 ECCNYS exterior envelope U-factor targets, all new conditioned spaces incorporate interior furred walls lined with 3.5-inch fiberglass batt and 1-inch polyisocyanurate (polyiso) insulation against the existing masonry, achieving a high-performance assembly rating of U-0.054.
DE
E1
A203
A203
2
FIRE AREA PLAN - LEVEL 03
2'-10"
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
DM100-1 D003F-1
4
1
8"
(8) 2-TIER LOCKERS
A1
STAIR-D3
3'-10"
BUILDING A MECH RM @ ROOF LEVEL
FIRE AREA KEY
C 10
A102
C6
© 2024 - ASHLEY MCGRAW ARCHITECTS
SECTION - WOOD GRILLE WALL AT AUDITORIUM SIDE WALLS
C8
3/4" = 1'-0"
SECTION - WOOD GRILLE WALL AT AUDITORIUM BACK WALL 3/4" = 1'-0"
C
AC
AA
STUDY HALL A
STUDENT LOUNGE
CORRIDOR
CLASSROOM (10TH)
A306A 761 SF
A327 1339 SF
A344 CORRIDOR 3216 SF A344 3216 SF
A328 875 SF
ATRIUM - OPEN TO BELOW
A WING - LVL 03 +24' - 0"
N.I.C
DE
DB
DA
E WING - HGH ROOF +25' - 8"
A8 A501
MECH RM DM100 1563 SF AD WING WING -- LVL MECH 02 +12' - 0"
2
3
DIVIDER CURTAIN
4
5
GYM STATION 1
D A WING - LVL 01 +0"
MECHANICAL FLOOR BEYOND
DC
A
1
A137 1885 SF
DD
6 PE LOCKER RM
IT
D109 93 SF
D107 200 SF
7
STAIR-D1
8 ATHLETICS LOBBY
D101A 302 SF
D101 1188 SF
D003 3608 SF STAIR-D4
STOR
GIRLS LOCKER ROOM
HOME TEAM ROOM
D003C 244 SF
D003A 239 SF
D002 681 SF
D012 356 SF
9 D WING - LVL 01 +0"
D WING - BASEMENT -10' - 7 1/2" D WING - ELEV PIT -14' - 7 1/2"
S4.120 A110A-2
B
7
8
BUILDING A
FIRE AREA D01 (NEW, CONFORMING) 8137 SF
CODE SUMMARY DRAWINGS
OPEN TO BELOW
A WING - BASEMENT -10' - 0"
AC
S2.120
7
CONNECTING CORRIDOR
24014
E WING - LW LVL -1' - 4"
1
DATE ISSUED:
A8
N.I.C
A WING - LVL 01 E +0"
A128 409 SF A11
1
B
E4
AM JOB NO.
STAIR-A3
A9.2
1
BUILDING D
A501
A213
AD.2
E104 2970 SF
A8.2
1
A WING - ROOF +36' - 0"
N.I.C
AD.1
1
OWNER:
A WING - LVL 02 +12' - 0"
ART CLASSROOM
REQURIED FIXTURES
D WING
NORTH
E9
A421
1 1 PER 1000
COMMENTS: a. NOT PERMITTED EXCEPT FIRE-RESISTANCE-RATED GLAZING ASSEMBLIES TESTED TO ASTM E119 OR UL 263, AS SPECIFIED IN SECTION 716.1.2.3. b. XXX = THE FIRE RATING DURATION PERIOD IN MINUTES, WHICH SHALL BE EQUAL TO THE FIRE-RESISTANCE RATING REQUIRED FOR THE WALL ASSEMBLY c. SEE SECTION 716.1.2.2.1 AND TABLE 716.1(1) FOR ADDITIONAL PERMITTED MARKINGS.
G
4'-11"
(8) 2-TIER LOCKERS
ADA
NORTH
H1 D1 A301
1 1 PER 100
SF-35
D118 190 SF
E WING - MECH MEZZANINE +8' - 8" KILN ROOM
D6.1
STAIR-D5
3'-10 1/2"
ADA
3'-8 3/4"
M10S
E101-5
E101-4
E7
D5
3'-0"
ADA BENCH
G3
D012A-1
SF-14
A6
A451
42
716.1 (3)
11 1/4"
4'-6"
24014
REV. ELEV D1 NO.
A7
24'-11 1/8"
A452.3
14'-9" 12'-4 3/8"
E6
21
716.1 (2) & 716.1 (3)
F
G3
A401
G3.60
4'-10 1/2"
1'-10"
E5
3
AK
M10S
9'-0" VIF
E101-3
A3 A212
21
716.1 (2) & 716.1 (3)
D003 3614 SF
22'-8 1/2"
3'-10"
G3.60
G3.60
4'-4 1/4"
3'-10 7/8"
14'-9 1/4" VIF
12'-0" VIF
11'-11 1/2"
STOR
AM JOB NO.
A4
D002 681 SF
STORAGE / JC
STOR E104A 75 SF Autodesk Docs://Buffalo School - Buckham Hall-BSU/24014 - BPS Buckham Hall_R23.rvt
A204
D4
D118-1
8 ROWS OF TELESCOPING BLEACHERS WITH SELF STORING AISLES AND END RAIL. 1' 6" SEAT MODULE WITH 5' 9 1/2" REOVERABLE NOTCHOUTS.
D003H 233 SF
D001-4
4'-0"
A1
DB
5'-3 1/4"
GIRLS LOCKER ROOM
GIRLS BATHROOM D002C 234 SF
G3.60
18'-10 5/8" VIF
10" VIF
G3.60 D003H-1
4'-7 3/8"
28'-0 3/4"
5'-8"
9'-6 5/8"
73'-2 3/8"
54'-2 1/2"
G3D
C1
E3
D3
A301
G1
16'-9 1/2"
D003A-1
11'-11 1/2"
G3C
E107-1
D2
16'-7 3/8"
D003-2
82'-6" EQ 14'-0" VIF
DC
B
E104A-1
1
21
TOTAL PROVIDED GENDERED FIXTURE
GYM STATION 2
D003B-2
1/8" = 1'-0"
4'-0 1/2"
19'-2 1/2"
C
EB
0"
2
21
SEPARATION OF OCCUPANCIES (EBCNYS 1011.1.1.2, BCNYS TABLE 508.4)
EQ
EQ
EQ 4'-0" D003B-1
E104B-1
E111-3
6'-3 1/2" VIF
15'-10" VIF
G3.60
STOR D003A 239 SF
FEC TO REMAIN
D003B 365 SF
A129
G3C
2
OCCUPANCY(b.)
1 PER 100
ELEVA TOR CONTROLLER 7'-" 1 CORRID OR (SUGGES TE D)
74
REQURIED FIXTURES
E (BUILDING A LEVEL 03)
RECOVERABLE SEATING FOR ADA
17'-4 1/2"
STAIR D2
STOR
5
3'-0 " DOOR ELEVA TOR CONTROLLER
7'-1 " CORRID OR (SUGGES TE D)
1 PER 100
37
OCCUPANCY 1 TOTAL PROVIDED UNISEXOCCUPANCY FIXTURES 1
D117 189 SF
2'-6 1/2"
10'-11 3/8"
E104C-1
E104D-2
28'-9 1/2"
EQ
19'-6 1/8"
D003-1
D003C-1
4'-0" 10'-1 1/2"
7'-1" E113-1
EQ
10'-2"
E123-1
7'-5 1/2"
A305 933 SF
E WING - HGH ROOF +25' - 8"
AE.1
7'-11"
1"
SCIENCE CLASSROOM (EARTH)
AE.2
LADDER TO ROOF
DD
RAILING
E107 86 SF
4'-6"
22'-0"
5'-9 1/2"
8 ROWS OF TELESCOPING BLEACHERS WITH SELF STORING AISLES AND END RAIL. 1' 6" SEAT MODULE WITH 5' 9 1/2" REOVERABLE NOTCHOUTS.
ED
E WING - MECH MEZZANINE
A452.1
A9
2
A202
AF
EE
E1 A213
E2.2
4'-6" 1'-6"
1'-6"
RECOVERABLE SEATING FOR ADA
EE
ED
UP
E124 485 SF
TYP
A1
DE100 2130 SF
A1
G3D
SF-42
A1
A422.1
11 1/4"
11 1/4"
4'-6"
ADA CLEARANCE
SF-42
E1
22'-0"
MECH RM
G3.60
1/8" = 1'-0"
E WING
A1
" 5'-0
A5 (351 SEATS TOTAL)
5
37
1/2 MAXIMUM OVERALL DIAGONAL OF THE AREA SERVED
Autodesk Docs://Buffalo School - Buckham Hall-BSU/24014 - BPS Buckham Hall_R23.rvt
SITE IS SHOWN HERE FOR GRAPHICAL PURPOSES ONLY; REFER TO LANDSCAPE AND CIVIL DRAWINGS
EXIST. STEEL SIDING
D1
E WING - LOWER LEVEL
1
AG
A204
CORRIDOR
A213 E1
A1
4'-6"
E1
5'-9 1/2"
EA
A
11 1/4"
A203
(9) 2-TIER LOCKERS
CONDIMENT STATION
RECONSTRUCTION
Autodesk Docs://Buffalo School - Buckham Hall-BSU/24014 - BPS Buckham Hall_R23.rvt
D1.2
AH.2
AH.1
D1
DIVIDER CURTAIN
EF
D
EA SF-20
E6
WALL OF MECH RM BELOW MAIN ROOF
GYM STATION 1
G3C
1'-4" 4'-7 1/2"
9'-1 1/2"
3 BAY SINK
7'-8 1/2"
DA
CONDIMENT STATION
SUNY BUFFALO STATE 1300 ELMWOOD AVENUE, BUFFALO, NY 14222 AGENCY SED No. 14-06-00-01-8-682-002
7'-0 3/8"
E123-2 E108B-1
MANAGEMENT OFFICE
E104 2970 SF
5
1 PER 40 (FIRST 80) 1 PER 80 (REMAINDER)
4'3" CAR
3'-0 " DOOR
a. BUILDING OCCUPANCY OF 480 STUDENTS (ASSUMING 1/2 MALE AND 1/2 FEMALE = 240) b. 74 OCCUPANTS - REFLECTING TOTAL OF ALL BUILDING OFFICE AREAS (NON-INSTRUCTIONAL, NON ACCESSORY), KITCHEN, AND LOBBY AREAS c. BUILDING 'S' OCCUPANCY OF 42 STAFF d. IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE REQUIRED WATER CLOSETS IN ASSEMBLY AND EDUCATIONAL OCCUPANCIES. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50% OF THE REQUIRED WATER CLOSETS IN ALL OTHER OCCUPANCIES. e. "TOTAL PROVIDED FIXTURES" ARE DETERMINED BY DIVIDING AND APPLYING UNISEX FIXTURES EQUALLY TOWARD MEN'S AND WOMEN'S (GENDERED) TOTALS, UNLESS AN UNEVEN APPLICATION OF THESE FIXTURES IS REQUIRED TO SATISFY MINIMUM REQUIRED COUNTS.
11 1/4"
22'-0"
G1
3608 SF
WHEELCHAIR LIFT 339 SEATS 6 COMPANION SEATS 6 WHEELCHAIR RESERVED
AUDITORIUM
5
37
2 EXITS (WHEN OVER 500 SF AND EQUIPMENT EXCEEDS OVER 400,000 Btu 2 EXITS (WHEN OVER 1000 SF)
STAIR-D4 DE
9'-8 1/2"
FLOOR D003 HATCH AND FOLD DOWN LADDER
33'-9"
E108A 1198 SF
A501
E4
E
G3D
C8
10"
COOKING
COMBI OVEN
B
-3' - 3 1/2"
5
TOTAL PROVIDED FIXTURES (d.) (e.)
4'-0"
13'-2"
G3D
UP
REQURIED FIXTURES
7'-1 " HOIST WAY
4'3" CAR
COMMENTS:
A203
G1
© 2024 - ASHLEY MCGRAW ARCHITECTS
A6
A1
7'-0"
HOT/COLD WELLS HOT SLIDE
MIXER
A422.3
4'-6"
A8
A433
154 SEATS
65 NIAGARA SQUARE ROOM 403 DIVISION OF PLANT SERVICES AND SCHOOL EQ 1'-6" PLANNING 5'-9 1/2" BUFFALO, NY 14202
DE100-1
NEW SEATS TO BE PURCHASED AND INSTALLED UNDER STATE CONTRACT
UP
CAFETERIA (STUDY HALL)
OWNER:
11 1/4"
DE
G101
8 ROWS OF TELESCOPING BLEACHERS WITH SELF STORING AISLES AND END RAIL. 1' 6" SEAT MODULE WITH 5' 9 1/2" REOVERABLE NOTCHOUTS.
TOTALBUFFALO = ±37280 SF PUBLIC SCHOOLS
11 1/4"
4'-6"
A501
EH
A1
480
16
1/8" = 1'-0"
D117-1
10
E104C 140 SF
G6A
-1' - 4"
SF-50A
CASHIER
F1 DAx
CAN OPENER
TYP
A453.1
1'-3"
EC
AV ROOM
SF-50C
SF-50B
D WING - MECH D1.1
D003F 243 SF
RECOVERABLE SEATING FOR ADA
1'-6"
5'-9 1/2"
22'-0"
DB
EXIST. STEEL SIDING
STAIR-D5
E120
39'-2 3/4" E111-5
A552 MILLWORK COUNTER WITH GARBAGE STATION
FROST TOP
1-HR RATED STOREFRONT
D5
A453.1
E108 BUFFALO PUBLIC SCHOOLS 2650 SF D4 65A501 NIAGARA SQUARE ROOM 403 DIVISION OF PLANT SERVICES AND SCHOOL G1 A423 F1 PLANNING G7 KITCHEN BUFFALO, NY 14202
17'-6 1/2"
CONV. OVEN
SF-09
3'-4"
14'-3 3/8" E125B-1
E108C-1
SF-36
SF-50E
A1
LEONARDO DAVINCI HS @ BUCKHAM HALL
38'-3 1/2"
A1
G3C
13'-0 1/2"
A1 A213
4'-0"
EF
E104B 1421 SF -1' - 4"
DC LOUVER, REFER TO MECH DWGS, TYP
SF-35
EQ LEVEL 2 ALTERATION
EQ 4'-6"
F
G3
G3
STOR E104D 230 SF 21'-7"
STAGE
SIDE FOLDING GATE BOD: DYNAMIC CLOSURES SL 154
E125-1
JC
E125A OWNER: 46 SF
2 TIER HOT/COLD FROST TOP
G4
G6
D5 DD
STOR
8'-11" 86 SF
E121 280 SF
240
37
BUFFALO PUBLIC SCHOOLS 65 NIAGARA SQUARE ROOM 403 DIVISION OF PLANT SERVICES AND SCHOOL PLANNING BUFFALO, NY 14202
1 PER 100
240
13
2"
IT/SERVER
OWNER:
BUILDING D
1 PER 50 240
TOTAL REQURIED FIXTURES
9
D4
FLOOR HATCH
D6.1
TOTAL = ±135 SF
RECOVERABLE SEATING FOR ADA
E104D-1
G6
8 D3
SHIP'S LADDER
D5
D003E 126 SF
LEVEL 1 ALTERATION (MEP SCOPE ONLY)
11 1/4"
9
ELEC RM
1 PER 50 240
STORAGE - S
9'-8 1/2"
7'-8 1/2"
E111-2
25'-9" 6'-4"
7'-4"
E125 237 SF
E108C 187 SF
D100-2
A444
E122 48 SF
7 D2
SEAL:
LOUVER, REFER TO MECH DWGS, TYP
1'-3 1/2"
D4
E125B 55 SF
CORRIDOR
2 TIER HOT/COLD FROST TOP
SF-25
D100 673 SF
D1 A453.1
SF-50D
6 LOCKERS
10'-11"
22'-5"
E4
G1 A434 G6A
6
G1
56'-10 1/2"
A423
DRY STORAGE
A213
G6
E110-1
41'-9 1/4" VIF
ADA GENDER NEUTRAL RR
8'-0"
C
19'-1 3/8"
RECONSTRUCTION
29'-1 3/4"
30'-0"
D4
D003D 126 SF
D003C 244 SF
DE
G3D
F7
SF-12
E125-3
12'-5 1/2"
2-HR RATED STOREFRONT
G6
5
H5
SF-18
E120-1
E114-1
E114 797 SF
A443
SF-22
D100-5
A100-1
D3
G6A.60
ACCESS HATCH AND LADDER FOR ROOF ACCESS
G6
EXIT SEPARATION DISTANCE
Sept. 29, 2025
A203
1" = 60'-0"
B8
JC
F4
1'-3"
3'-7"
E101A-1
DB
D100A 217 SF
EVENT LOBBY
ADA GENDER NEUTRAL RR E113
A448
B1 EE
D6
AJ.2
8'-4"
ADA GENDER NEUTRAL RR E112
A212
E108B 68 SF
EF
E110 148 SF
8'-2"
A8
G3D
EG
E109 213 SF
A9
SECURITY
G3
D4
C4
A448
C2 ART STORAGE
18'-9 1/2"
F2
A3
EH
12'-0"
G6
CLASSROOM (12TH) SEAL:
D
D100A-1
A421
D100-1
A137 1885 SF
C3
G6 D1 PRINTING AND MATTING
E109-1
E1
A204
DBx
SF-08
A421
CONNECTING CORRIDOR
G3C
49 OCCUPANTS 75 FEET
EGRESS BASED ON USE BOILER, INCINERATOR, FURNACE ROOMS
BUILDING A MECH RM @ ROOF LEVEL
D2
8 ROWS OF TELESCOPING BLEACHERS WITH SELF STORING AISLES AND END RAIL. 1' 6" SEAT MODULE WITH 5' 9 1/2" REOVERABLE NOTCHOUTS.
B3
E119 1048 SF
A448
C1 D5
G6
A6
A443
17'-6 3/4"
C1
7'-6"
A448
E122-1
G6
34'-2 7/8"
D1
23'-0"
17'-0 1/2"
D4
STORIES WITH SINGLE EXIT (FIRST STORY ABOVE OR BELOW GRADE PLANE FOR OCCUPANCY E) OCCUPANT LOAD COMMON PATH OF TRAVEL DISTANCE
1006.2.2
CONSULTANT:
ART CLASSROOM
E111-1
F1
1006.3.3 (2)
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 G1 A301
WORK AREA PLAN - LEVEL 03
A8
E121-1
G3C
E115 798 SF
G3D
B1
E111 1681 SF E118-1
A448
8
CORRIDOR G6.60
G3C
CLASSROOM (12TH)
A212
EJ
BUILDING A
D1.1
EQ
G6A.60 G6A.60
B6
C1
A448.1
G6.60
7'-5"
10'-4 1/2"
TYP
A131 Redundant Room
11'-0"
C3 G6A.60
A3
D2
SF-16
D1x
G3.120
10'-0"
A448.1
E115-1
F
E
18'-10 7/8"
A1
A5
G6A.60
49 OCCUPANTS 75 FEET
3
CODE SUMMARY DRAWINGS
4
G3D
C7
SPACES WITH A SINGLE EXIT OCCUPANT LOAD COMMON PATH OF TRAVEL DISTANCE
DM100 1563 SF
H
G
E119-1
C6
A448
G3D
TABLE 1006.2.1
MECH RM
C8
E119A 112 SF C10
2 2 4 4 2 3
A3
EJ KILN ROOM
8'-11 1/2" VIF
32'-7 5/8"
A1
CONSULTANT: 5'-4 1/2"
G6A
--
SECURITY
E118 912 SF
NUMBER OF EXITS PER STORY BUILDING A - BASEMENT BUILDING A - LEVEL 01 (PER WORK AREA) BUILDING A - LEVEL 03 BUILDING D - BASEMENT BUILDING D - LEVEL 01 BUILDING E - LEVEL 01
0.2" PER OCCUPANT 44 INCHES 7 INCHES MAX ENCROACHMENT 0.2" PER OCCUPANT (BLGD A LV 01 & 02) 0.15 PER OCCUPANT (BLDG D & E & A LV 03 )
A213
SF-11
SF-19 VEST E123 63 SF S4.60
ART CLASSROOM
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 7
23'-3"
EG
AS012 694 SF
SF-24
28'-6 1/8"
SUNY BUFFALO STATE 1300 ELMWOOD AVENUE, BUFFALO, NY 14222 AGENCY SED No. 14-06-00-01-8-682-002
1'-2"
A3
G6A
E
9'-6 1/2"
6'-6 7/8"
A443
G3D
DC
D100-4
AJ.1
E117 896 SF
E112-1
1" = 60'-0"
DD
AL
G3
3
10
J
E11
G3D
SF-14
SF-17
27'-11"
ART CLASSROOM
E116 904 SF
11'-3 3/8"
D9
20'-8 5/8" VIF
21'-6"
G1 SF-13
CLASSROOM (12TH)
SF-15
F
6
D100-3
A105A-1
E8
SF-14
FIRE AREA PLAN - LEVEL 03
EH
10'-1 5/8" VIF
A105A 229 SF
E6
5'-9 1/2"
5
3'-8 1/4" VIF
A410
EXIT VESTIBULE
7'-1 3/8"
C9
A204
E4
E117-1
4
33'-4 1/2"
G3.120
2
9
STAIR-D4
E116-1
3
G3C
E101A 124 SF
© 2024 - ASHLEY MCGRAW ARCHITECTS
A301
E2.1
29'-3 1/2"
A212
G3
10
FIRE AREA A03 D1
E1
G3D
A3
SF-39 G3.120
A105
C
9
8
1
8
FIRE AREA KEY
G3
SF-44B
E101-1
E101-2
G3.120
AS011 228 SF
7
7
" 6'-0
STAIR-A1
6
B
FIRE AREA A03 (NEW, CONFORMING) 37267 SF
EJ
SF-44A
AK
DATE ISSUED:
A
5
A12
10
SF-17
G
A310A-1
6
250 FEET NO 50 FEET
SEAL:
1" = 60'-0"
DRINKING FOUNTAINS
FEMALE
OCCUPANCY (a.)
1 PER 25 (FIRST 50) 1 PER 50 (REMAINDER)
VALUE
BUILDING D
D003G-1
H
5
EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) E OCCUPANCY BALCONY INCREASE DEAD END CORRIDORS (SPRINKLERED)
2
D003G-2
J
E1
A6
A444
G3
1
Sept. 29, 2025
D 4 A11
1017.2
TOTAL = ±17677 SF
FIRE AREA E00 (NEW, CONFORMING) 23668 SF
LAVATORIES
MALE
1" = 100'-0"
E
3
FEMALE
EXTERIOR AXON
SF-01
SF-02
2 A9.2
8 FEET 9 FEET 10 FEET
TOTAL = ±5174 SF
LEVEL 3 ALTERATION
WORK AREA PLAN - BASEMENT
REV. DESCRIPTION SED Arch. Add. #1
FRONTAGE PLAN
4'-2 1/2"
A12
REV. DATE 3/14/25
EQ
9
REV. NO. 1
4'-6"
9'-0 1/2"
10'-1 1/2"
A326-1
A329-1
A328-1
33'-1 1/2"
4
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
3
8
SF-01
SF-03
H8
1" = 60'-0"
LEVEL 1 ALTERATION (MEP SCOPE ONLY)
A WING
D103-1
A344-5
7'-11"
A344-6
A330-1
4'-8 1/2"
9'-2"
10'-0 1/2"
A333-1
7'-11" VIF
32'-5" Autodesk Docs://Buffalo School - Buckham Hall-BSU/24014 - BPS Buckham Hall_R23.rvt
SF-02
1 A8.2
30'-7"
6'-4"
A6.2
FROST TOP
F6
SF-03
29'-3" VIF
A202
A5.2
1/8" = 1'-0"
G1
E101 1915 SF
1/8" = 1'-0"
DATE ISSUED:
HOT SLIDE
E100-3
MAIN LOBBY
A WING - ROOF / SE PENTHOUSE
A1 A301
2
26'-2 1/2"
HOT/COLD WELLS
E100 194 SF
24'-10" VIF
E100-6
F1
BUILDING E
REV. DESCRIPTION SED Arch. Add. #1
A
FLOOR PLAN - A WING - LEVEL 03
F1
SF-02
TYP
STAIR-A2
A421
B9
H6
FIRE AREA PLAN - BASEMENT
24014
G3D
G3D
9'-6 1/2"
G1
REV. DATE 3/14/25
FIRE AREA A00
AM JOB NO.
G3A G3D
G3C
MD
SF-06B VEST
A322 1101 SF
E125A-1
9/30/2025 1:12:37 AM
SF-06A
CLASSROOM (11TH)
A323 844 SF
G
2
H6
E100-2
E100-5
SF-01
SF-03 A1 A212
A4.2
EXTERIOR AXON
F1
A554
A213
A1
REV. NO. 1
G3D
SF-04
CLASSROOM (11TH)
ELEVATOR CONTRO LLER
G3C
24014
AR001 133 SF
A326 919 SF
27'-10 1/2" VIF
A201
A401
AM JOB NO.
PUMP ROOM
AC 19'-10"
S4.120
FIRE AREA D00
BUILDING E
WATER CLOSETS
EDUCATIONAL - E
Additionally, the existing D-wing connecting stair was successfully kept open as an exit access stair by rating the adjacent Athletic Lobby and lower-level corridor walls; the combined volume functions as a vertical exit enclosure while its egress A1 capacity assignment remaining within the 50% occupant load and 250-foot travel distance limits.
STOR
21'-5 1/2"
A201
G3C 8 LOCKERS
CLASSROOM (10TH)
G3D 26'-0" VIF
SF-02
A3
A203
J6 E6
G3C
G3
46'-2 5/8"
G3
E100-1
A345-4
A455.2 (480) TOTAL LOCKERS
G3A
SF-04
A1
A1
A8
E106 43 SF
G3C
1'-2" E100-4
A333 423 SF
A301
M8.120 ELEV A2
G3C
H
14 LOCKERS
F2
S4.120
A321 376 SF
A129
6'-8"
16 LOCKERS
ASSEMBLY
G3
A328 875 SF
S4.60
ALIGN
R-300-1
STAIR-A3
STAIR-A4
SF-01
A10.2
AD.2 A321-1
E1
SLICER
E102 196 SF
G3C
SF-07A E105-2
VEST
4'-2"
1 MENS RR
1'-2"3'-3 1/2"
1" = 100'-0"
G3C
S4.60
20'-5" VIF
4'-7"
E103-1
6'-3"
5'-5 1/2"
SF-41
WOMENS RR
E103 FRONTAGE PLAN 183 SF
G6
8'-7 1/2" VIF
4'-11 7/8"
SF-41
G3
15'-0"
G3
A1
A1
CLASSROOM (10TH)
A329 906 SF
AA
A1
A12
1" = 60'-0"
SF-02
G3C
G3A
SPECIAL ED (15:1)
A
7
A9.1
2'-3"
C8
A10.2
FIRE AREA KEY
NOT IN SCOPE
WORK AREA PLAN - LEVEL 02 AND MEZZANINE
8'-10"
ELEV A1
JC A324 102 SF
21 LOCKERS
E105 49 SF
G3C
A421 9'-5 1/2"
A8.1
A345-6
G3D
9/30/2025 1:13:10 AM
E101-5
E105-1
A451
A212
SF-07B
H1
F1
A7
A1
A325 62 SF
26'-10"
9'-0"
A5.1
E101-4
E101-3
E102-1
A410
AM
A4.1
G3C
4'-7 5/8"
A5
VEST E101B 150 SF
8'-6 1/2"
A204
A SF-05 A3
9'-2 1/2"
Autodesk Docs://Buffalo School - Buckham Hall-BSU/24014 - BPS Buckham Hall_R23.rvt
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
C1
J
A3
B1
A425.1
G3D
1
A2
24'-1 1/2"
32'-5 1/2"
10'-10"
ADA GENDER NEUTRAL RR
G3
28'-0 1/2" VIF
A WING - LEVEL 03
NOT IN SCOPE
19 LOCKERS
A319-1
G3A
34'-10 1/2" VIF
G3D
6
G3.120
3 LOCKERS
A344-2
29'-4 1/2" VIF
30'-0"
D WING
A319A 56 SF
G3C
1'-7"
G6
C8
CONSULTANT:
BUILDING A
30'-0"
D102-1
2-HR RATED STOREFRONT
SF-32
A455.1
A445.1
ADA GENDER NEUTRAL RR
SF-31
1" = 60'-0"
A319 480 SF
EQ
C6
8"
3' -0" D OO R
4'- 3 " CA R
A445.1
AB
6' -0" HO IS TW AY
30'-0"
A334 1105 SF
G3A
B
B
A1
A331-1
A332-1
26'-8"
30'-0"
CLASSROOM (10TH)
30'-0"
7'-11 3/8"
FIRE AREA PLAN - LEVEL 02
TYP
A1 A212
0 HR
MALE
E WING
EQ
SF-31 G3.120
AE.2
SF-03
A318 901 SF
13'-7 1/2"
A327B-1
G3C
G3
FIRE AREA A03 SF-01
SPECIAL ED (15:1)
G3
1 HR
CORRIDOR FIRE-RESISTANCE RATING (TABLE 1020.1)
TOTAL = ±4632 SF
5'-0"
A327B 75 SF
A317 331 SF
A318-1
10'-0"
CLINIC
LEVEL 1 ALTERATION (MEP SCOPE ONLY)
9'-9 1/2"
E8
IT/SERVER
A445.1
SPECIAL ED (6:1) A317-1
8'-0"
22 LOCKERS
C6
G3
21 LOCKERS
SF-02
E-Wing (Auditorium, Arts Classrooms)
A316 462 SF
7'-7"
9'-5" VIF
G3.120
7 LOCKERS
8 LOCKERS
AC
A WING
A345-3
F4
1'-10"
VERTICAL EXIT ENCLOSURES < 4 STORIES (SECTION 1023.2) (d.)
125 EAST JEFFERSON STRE SYRACUSE, NEW YORK 132
FIRE AREA A00 (EXISTING, CONFORMING) 5174 SF
OPENING PROTECTIVES (SECTION 716.1)
23'-6" VIF
G7
FIRE AREA KEY
EL EV TOR A C ONT RO L R E
'-1 7 " CORRIDOR (S UGGES T D) E
9'-10 1/2"
17'-8 1/2"
A424
OPEN TO BELOW
A213
6'-3"
E1 G3.120
AF
C3
G3A 9'-5 1/2" VIF
30 LOCKERS
WOMENS RR
24'-7" VIF
1'-7"
SF-32
A327A 240 SF
OH-45 G3 or W-60 G3
A202
11'-0" 3 LOCKERS
RESOURCE RM
MAIN CORRIDORS MAIN CORRIDORS WITH ONE SIDE LOCKERS MAIN CORRIDORS WITH TWO SIDE LOCKERS
1007.1.1
10'-5" VIF
STUDENT LOUNGE A327 1339 SF
7'-11"
9'-0"
27'-6 1/2" VIF
A1
'-0 3 " DOOR
14'-8"
A336 228 SF
SF-02
SED 103
4'-2 1/2"
15 LOCKERS
A501.1
A327A-1
8"
G3
1-HR RATED STOREFRONT
F1
FIRE AREA A02 (EXISTING, CONFORMING B OCCUPANCY) 35658 SF
A315-1
4'-3 " CA R
89'-6 3/4"
8'-0"
G3C
CORRIDOR A345 Option Conflict
MINIMUM WIDTH STAIRWAYS (OCC LOAD CALC) STAIRWAYS (MINIMUM) DOORS OTHER EGRESS COMPONENTS
If = [590'/590'-0.25]30/30 If = 0.75 Sa = 1
2'-0 1/2"
SF-33
G3D G3A
6 LOCKERS
A316-1
A212
A213
10'-0"
A327C 203 SF
TYP
A8
A315 893 SF
A314-1
BUILDING A B
SUNY BUFFALO STATE 1300 ELMWOOD AVENUE, BUFFALO, NY 14222 AGENCY SED No. 14-06-00-01-8-682-002
A336-1
G3 10'-0"
G3
3/4
A314 170 SF
BEST-SELF
A327C-1
F2 ≤100 sq. in. = D-H-60 G3 >100 14'-3 1/2" sq. in.= D-H-T-W-60 3'-8 1/2" 12'-1" W-120 13'-4" W-XXX (b.) MENS RR MECH RM
CORRIDOR A344 Option Conflict 6 LOCKERS
G3.60
CLASSROOM (11TH)
ATTENDANCE / OTPT
11'-10 1/2"
G8
RECONSTRUCTION
1 1 NP
G3D
FIRE WINDOWS
SF-03
ADA CLEARANCE
A337
895 SF SIDE LIGHTS FIRE WINDOWS
MIXED OCC. SEPARATION
7'-7"
EXIST. FIREPLACE (INACTIVE)
A6
AH.2
G3A
3
A425.2
30'-0"
30'-0"
SF-02
A313-1
8'-0"
4
2 HR
d. SHAFT ENCLOSURES AND VERTICAL EXIT ENCLOSURES SHALL HAVE A FIRERESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS.
At A wing, in order to isolate the new Group E occupancy from an existing, un-sprinklered Group B university space, the design introduces a two-hour fire-rated glass assembly at the third-floor atrium to provide continuous vertical separation. 30'-0"
22 LOCKERS
21 LOCKERS
A306C 438 SF
26'-10" VIF
10 LOCKERS
J6
G3
3D PRINTING
A338 486 SF
E8 A337-1
A313
D006-1
CLASSROOM (9TH)
SF-03
AE.1
D
TEACHER LOUNGE
A445.1
SPECIAL ED (12:1:1)
PSY A312A 126 SF
A312B 213 SF
E111-68
A338A-1
D1
A425.1
G3
A424
G3 GUIDANCE
C1
21 LOCKERS
A312-1
A312 143 SF
SF-34 1-HR RATED STOREFRONT
G3.60
G3A
A312D 171 SF
GUIDANCE SUITE
A312C-1
A312B-1
J4
A424
SF-34
A338-1
E7
15 LOCKERS
DOORS PANELS VISION PANELS G3A
A312C 135 SF
9/30/2025 1:12:47 AM
1-HOUR FIRE BARRIERS INCLUDING SHAFTS
716.1 (2) & 716.1 (3)
SOC W
D4
G3C 19'-3" ADA GENDER NEUTRAL≤100 RR sq. in. = D-H-90 A338A in.= D-H-T-W-90 54 SF > 100 sq.G3A W-120 G3A W-XXX (b.) 7'-2"
3 LOCKERS
C1
PRINCIPAL D6 A447 A303C 232 SF D3
G3A
A303D 58 SF
8 LOCKERS
G3C
1 1/2 10'-0" 8'-0" 2 NP
A306B 762 SF
1'-1"
A339
7'-7" 1'-2 1/2"
STUDY HALL B
A306A 761 SF
A303A-1
A303D-1
ADA GENDER NEUTRAL RR
8'-0"
A339-1
4 LOCKERS
806 SF SIDE LIGHTS FIRE WINDOWS
E
43'-5 1/2" VIF
STUDY HALL A
BUFFALO PUBLIC SCHOOLS 65 NIAGARA SQUARE ROOM 403 DIVISION OF PLANT SERVICES AND SCHOOL PLANNING BUFFALO, NY 14202
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
CLASSROOM (9TH)
1'-2"
COMPONENT
1005.1 1005.3.1 1011.2 1005.7.1 1005.3.2
REFRIGERATION ROOMS
OWNER:
SF-03
NORTH
SF-02
22 LOCKERS
A340-1
DOORS G3D G3A PANELS VISION PANELS
7'-11"
M6
EXAM SAFE ≤100 sq. in. = D-H-90 A303B B1 ADA GENDER 8'-085 1/2" SF NEUTRAL RR >100 G3A sq. in.= D-H-W-90 (c.) A303A B5 B4 A447 57 SF W-120 D1 B2 W-XXX (b.) G3C
13 LOCKERS
1 HR
P = BUILDING PERIMETER (BASED ON PROPOSED CONFIGURATION)
D011-1
2 NP (a.)
SIDE LIGHTS FIRE WINDOWS
SF-01
A5
E1 A455.2
1 1/2 10'-0" G3
13'-0" VIF
G3 GUIDANCE
AJ.2
RECONSTRUCTION
A340 909 SF
SF-03 TYP
A1 A212
AH.1
SHAFTS & EXIT ENCLOSURES AG (2-HOUR)
28'-1" VIF
MARKING REQ
21 LOCKERS
D6 A501
AP A308 136 SF
A311
AR-001-1
F
9'-0"
RATING (HOURS)
A8
G3 A3
A447
SF-01
SPECIAL ED (12:1:1) 14'-1"
15'-2 1/2"
DOORS A1 A445 A3 PANELSA5 CLASSROOM (9TH) VISION PANELS
6 LOCKERS
27'-8 1/2"
ELEMENT G3D
FIRE WALLS AND BARRIERS (2-HOUR)
SF-26 20 LOCKERS
2 HR
VERTICAL EXIT ENCLOSURES ≥ 4 STORIES (SECTION 1023.2)
OCCUPANCY(b.)
If = AREA FACTOR INCREASE DUE TO FRONTAGE (%) (BCNYS SECTION 506.2.3)
BUILDING D
33'-4" VIF
LOCATION
716.1 (2) & 716.1 (3)
A8
SEAL:
SF-02
10'-4"
3'-5"
SECTION
A1
A303 632 SF
PREP
DW
2
MAIN OFFICE
SF-28
G3D
34'-1"
A310A
C
11 5/8"
G3.60
41'-4 3/8"
4 LOCKERS
27'-11"
G3C
SF-02
A310
G3.60
AS021-15
17 LOCKERS
G3
SF-27
BUILDING E
SCIENCE CLASSROOM (CHEMISTRY)
FEC
8'-1A446 3/4"
G3.60
G3C
A425.2
(480) TOTAL LOCKERS
SF-29 A303-1
AJ.1
22 LOCKERS
A345-1
A447
CONSULTANT:
6'-9" VIF
OPENING PROTECTIVES (SECTION 716.1)
G3.60
A307
1
25 LOCKERS
E1
F1 A445
SCIENCE CLASSROOM
G3C
A305-1
E1
ADA
2'-5"
A301-1
A301 434 SF
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
A446
G3.60 A6
2'-5 3/4" (GENERAL)
G3.60
A305
AS021-20
13 LOCKERS
G3C
A309 417 SF
ADA
ADA
2
8 LOCKERS
G3C
STAIR-A1
716.1 (2) & 716.1 (3)
PREP A307A
SCIENCE CLASSROOM (EARTH)
SCIENCE CLASSROOM (BIOLOGY)
A304 SEPARATION PROVIDED
G3.60
7'-5 1/2" 1'-4 1/2"
JC A341-1
AM G3D
FUME HOOD
STAIR-A2
A446.1
31'-5"
G
A3
G3
ADA
A304A-1
SF-01
SF-04 34'-1 7/8"
G3.60
2
A341 51 SF
SF-02
28'-9 1/8"
30'-11 5/8"
A342
11'-0 1/2" REQUIRED SEPARATION G3.60
B (BUILDING A LEVEL 01 & LEVEL 02)
SF-03
A307A-2
0 HR
SHAFT ENCLOSURES < 4 STORIES (SECTION 713.4) (d.)
CLASSIFICATION
SECTION
1006.3.2
NS = UNLIMITED
LEONARDO DAVINCI HS @ BUCKHAM HALL
SF-01
A307A-1
1 HR
SHAFT ENCLOSURES ≥ 4 STORIES (SECTION 713.4)
PLUMBING FIXTURE COUNT REQUIREMENTS
CLASS A - 0-25 CLASS B - 26-75 CLASS C - 76-200
Governed by the 2020 EBCNYS, this high school renovation features mixed-level alterations across Buckham Hall, incorporating Level 1 decentralized MEP upgrades, a Level 2 partial renovation of the A-wing, and a Level 3 overhaul of the D and E-wings.
A212
2 HR
ROOF CONSTRUCTION – INCLUDING BEAMS & JOISTS (c.) (TABLE 601) NONBEARING INTERIOR WALLS
c. EXCEPT IN GROUP F-1, H, M AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS IN ROOF CONSTRUCTION SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF PRIMARY STRUCTURAL FRAME MEMBERS, ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UNPROTECTED MEMBERS.
= ACTUAL TOTAL Sa = ±28442 SFNUMBER OF BUILDING STORIES
3' -0" D OO R
SF-02
31'-10"
C
1020.4
Aa = [At + (NS x lf)] x Sa
10
Autodesk Docs://Buffalo School - Buckham Hall-BSU/24014 - BPS Buckham Hall_R23.rvt
SF-03
A332 COMMENTS: 208 SF G3C G3A GENDER SF-03 10'-0" ADA GENDER CLASSROOM (9TH) a. NOT PERMITTED EXCEPT FIRE-RESISTANCE-RATED GLAZING ASSEMBLIES TESTED TO ASTMADA E119 UL 263, NEUTRAL RR OR NEUTRAL RR 9'-9" A335 A331 G3C A330 856 SF AS SPECIFIED IN SECTION 716.1.2.3. 59 SF 59 SF G3 7'-6" 7'-6" 8'-0" EQUAL TO THE FIRE-RESISTANCE b. XXX = THE FIREAD.1RATING DURATION PERIOD IN MINUTES, WHICH SHALL BE G3D 7'-2" SF-01 G3C RATINGCREQUIRED FOR THE WALL ASSEMBLY G3 G3 c. SEE SECTION 716.1.2.2.1 AND TABLE 716.1(1) FOR ADDITIONAL PERMITTED MARKINGS. B1 13'-2"
5
E00
Aa = UNLIMITED
1" = 60'-0"
SUNY BUFFALO STATE 1300 ELMWOOD AVENUE, BUFFALO, NY 14222 AGENCY SED No. 14-06-00-01-8-682-002
A401
G3.60
7'-8"
E WING
D
FLOOR CONSTRUCTION – INCLUDING BEAMS & JOISTS (TABLE 601)
BUSINESS - B
D01
SERVICES AND SCHOOL PLANNING BLDG AREA 2 - D WING BUFFALO, NY 14202
WORK AREA PLAN - LEVEL 01
F8
9
A1
A212
F1 A446.1
C C
C
A03
BUFFALO PUBLIC SCHOOLS 65 NIAGARA SQUARE ROOM 403
4'- 3 " CA R
A1
A301
F1
A309-1
TOTAL PROVIDED GENDERED FIXTURE SF-04
E (BUILDING A LEVEL 03)
A-Wing (Typical Classrooms, Admin)
4
UNLIMITED (c.) LV 01: 23,668 SF
NOT IN SCOPE
TYP
LEONARDO DAVINCI HS @ BUCKHAM HALL
A201 A6
8
B B
B
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FT)
A12
10
BUILDING D
b. ALTHOUGH FIRE RESISTANCE RATINGS MAY NOT BE REQUIRED, CHECK THE CODE DRAWINGS FOR LOCATION BASED FIRE RESISTANCE RATINGS.
F = BUILDING PERIMETER OPEN TO PUBLIC WAY (BASED ON PROPOSED CONFIGURATION)
7'-0"
CORRIDOR
PREP A304A
G3.60
7
A9.1
9'-8"
A1
A8.1
13'-5"
A302 759 SF
OCCUPANCY 1 TOTAL PROVIDED UNISEXOCCUPANCY FIXTURES 1
A201
6
A7
0 HR
MEANS OF EGRESS
LV01: 8,137 SF
SIX ONE
6' -0" HO IS TW AY
5
1" = 60'-0" A1
A1 SCIENCE CLASSROOM (GENERAL)
H
6 LOCKERS
3
3' - 0" DOOR
FIRE AREA PLAN - LEVEL 01
F6
4
G3.60
A335-1
2
A01.2
= TABULAR TOTAL At = ±6730 SF ALLOWABLE AREA FACTOR (BCNYS TABLE 506.2)
FIRE AREA A03
7
A304A-2
SF-02
1
ONE
180' 25-8"
At = UNLIMITED
FIRE AREA A01.2
18
B B
E
Aa = ALLOWABLE AREA PER FLOOR
LEVEL 3 ALTERATION
NOT IN SCOPE
716.1 (3)
EL EV TOR A C ONT RO L R E
6' - 0" HOI STWAY
16
1/2 MAXIMUM OVERALL DIAGONAL OF THE AREA SERVED
C
'-1 7 " CORRIDOR (S UGGES T D) E
26'-7"
PERMITTED ACTUAL
LEONARDO DAVINCI HS @ BUCKHAM HALL
18
SEPARATION OF OCCUPANCIES (EBCNYS 1011.1.1.2, BCNYS TABLE 508.4)
D
'-0 3 " DOOR
ACTUAL
14'-1" VIF
20
21
A-1 & A-2
TOTAL GIVEN: = ±1429 SF
If = [F/P-0.25]W/30
FIRE AREA D01
1 HR
NONBEARING WALLS – EXTERIOR > 30 FT (TABLE 602)
ROOMS AND ENCLOSED SPACES
CORRIDORS
A-3, A-4, A-5
Sa = 1
LEVEL DUE 2 ALTERATION INCREASE TO FRONTAGE:
FIRE AREA E00
FIRE AREA A01.2 (NEW, CONFORMING) 350 SF
2 EXITS (WHEN OVER 500 SF AND EQUIPMENT EXCEEDS OVER 400,000 Btu 2 EXITS (WHEN OVER 1000 SF)
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FT)
4'-3 " CA R
UNLIMITED (c.)
D008-1
10
a. BUILDING OCCUPANCY OF 480 STUDENTS (ASSUMING 1/2 MALE AND 1/2 FEMALE =3 240) 1 2 b. 74 OCCUPANTS - REFLECTING TOTAL OF ALL BUILDING OFFICE AREAS (NON-INSTRUCTIONAL, NON A1 A2 A3 A4.1 A5.1 ACCESSORY), KITCHEN, AND LOBBY AREAS c. BUILDING 'S' OCCUPANCY OF 42 STAFF M8.120 d. IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE REQUIRED WATER CLOSETS IN ASSEMBLY AND EDUCATIONAL OCCUPANCIES. URINALS SHALL NOT BE S4.60 J ELEV A2 SUBSTITUTED FOR MORE THAN 50% OF THE REQUIRED WATER CLOSETSS4.120 IN ALL OTHER OCCUPANCIES. A343 43 SF SF-02APPLYING SF-01UNISEX SF-03FIXTURES e. "TOTAL PROVIDED FIXTURES" ARE DETERMINED BY DIVIDING AND SF-02 AM EQUALLY TOWARD MEN'S ANDSF-01WOMEN'S (GENDERED) TOTALS, UNLESS AN UNEVEN APPLICATION G3D OF THESE FIXTURES IS REQUIRED TO SATISFY MINIMUM REQUIRED COUNTS. 30'-0 3/8" 20'-6 1/4" 7'-0" 9'-0"
F = BUILDING PERIMETER OPEN TO PUBLIC WAY (BASED ON PROPOSED CONFIGURATION)
D-Wing (Gymnasium)
UNLIMITED (c.) LV 01 THRU 03: 104,796 SF
SIX
D007-1
10
COMMENTS:
Sa = ACTUAL NUMBER OF BUILDING STORIES
30'-0"
FIVE THREE
180'
D010-1
12
P = BUILDING PERIMETER (BASED ON PROPOSED CONFIGURATION)
30'-0"
4' - 3" CAR
3' - 0" DOOR
13
NS = UNLIMITED
Aa (MEP = [At + SCOPE (NS x lf)] xONLY) Sa
FIRE AREA KEY
A312D-1
EXIT SEPARATION DISTANCE
7
9'-5 1/2"
1007.1.1
If = AREA FACTOR INCREASE DUE TO FRONTAGE (%) (BCNYS SECTION 506.2.3)
7
11'-3 1/2"
REFRIGERATION ROOMS
At = TABULAR ALLOWABLE AREA FACTOR (BCNYS TABLE 506.2)
If = [F/P-0.25]W/30
7
2'-10 1/2"
Aa = ALLOWABLE AREA PER FLOOR
INCREASE DUE TO FRONTAGE:
8
6'-11"
Aa = [At + (NS x lf)] x Sa
EGRESS BASED ON USE BOILER, INCINERATOR, FURNACE ROOMS
1006.2.2
8
9
7'-1 " HOIST WAY
FORMULAS
15'-0 1/2"
FORMULAS
GIVEN:
TOTAL REQURIED FIXTURES
At = UNLIMITED
1 HR
NONBEARING WALLS – EXTERIOR > 10 FT < 30 FT (TABLE 602)
INCLUDED FIRE AREAS
If = [533'/533'-0.25]30/30 If = 0.75
GENERAL: LEVEL 1 ALTERATION
A312A-1
Sa = 1
160' 45'-8"
Sa = 3
Aa = UNLIMITED
BUILDING A
FIRE AREA D01 (NEW, CONFORMING) 8137 SF
E125-2
NS = UNLIMITED
GENERAL:
1
9'-7 1/2"
49 OCCUPANTS 75 FEET
42
1
11'-2" VIF
49 OCCUPANTS 75 FEET
STORIES WITH SINGLE EXIT (FIRST STORY ABOVE OR BELOW GRADE PLANE FOR OCCUPANCY E) OCCUPANT LOAD COMMON PATH OF TRAVEL DISTANCE
21
1
PREPERATION
At = UNLIMITED
1006.3.3 (2)
21
1
8'-1 1/2"
If = [533'/533'-0.25]30/30 If = 0.75
21
1
9/30/2025 1:14:25 AM
Aa = [At + (NS x lf)] x Sa
1 PER 1000
1 PER 100
21
16
As Lead Project Architect, I directed document development and managed work planning for a design team. I performed rigorous code analysis and navigated SED compliance, securing timely drawing approvals critical for bond funding deadlines. Additionally, I led multidisciplinary coordination with MEP engineers to integrate complex systems seamlessly into the architectural design while minimizing impact on the host BSU system. I also partnered with environmental consultants to produce comprehensive demolition plans that clearly defined the remediation scope. Aa = UNLIMITED
1 PER 100 OCCUPANCY(b.)
A323-1
BLDG AREA 3 - E WING
NS = UNLIMITED
Aa = [At + (NS x lf)] x Sa
REQURIED FIXTURES
TOTAL PROVIDED FIXTURES (d.) (e.)
2 2 4 4 2 3
SPACES WITH A SINGLE EXIT OCCUPANT LOAD COMMON PATH OF TRAVEL DISTANCE
At = UNLIMITED
1
7'-1 1/2"
TABLE 1006.2.1
1
9"
Sa = 1
1
8'-11 1/2"
If = [590'/590'-0.25]30/30 If = 0.75
NS = UNLIMITED
250 FEET NO 50 FEET
2
7'-11 1/2" VIF
At = UNLIMITED
2
A324-1
Aa = [At + (NS x lf)] x Sa
Aa = UNLIMITED
Sa = 3
BUILDING AREA
PERMITTED
If = [670'/670'-0.25]30/30 If = 0.75
Aa = UNLIMITED
WARMER
NS = UNLIMITED
REQURIED FIXTURES STORAGE - S
8 FEET 9 FEET 10 FEET
NUMBER OF EXITS PER STORY BUILDING A - BASEMENT BUILDING A - LEVEL 01 (PER WORK AREA) BUILDING A - LEVEL 03 BUILDING D - BASEMENT BUILDING D - LEVEL 01 BUILDING E - LEVEL 01
Aa = [At + (NS x lf)] x Sa
E
74
10'-0"
EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) E OCCUPANCY BALCONY INCREASE DEAD END CORRIDORS (SPRINKLERED)
BLDG AREA 2 - D WING
If = [670'/670'-0.25]30/30 If = 0.75
Aa = UNLIMITED
E
1017.2
1006.3.2
BLDG AREA 1 - A WING
Aa = [At + (NS x lf)] x Sa
0.2" PER OCCUPANT 44 INCHES 7 INCHES MAX ENCROACHMENT 0.2" PER OCCUPANT (BLGD A LV 01 & 02) 0.15 PER OCCUPANT (BLDG D & E & A LV 03 )
MAIN CORRIDORS MAIN CORRIDORS WITH ONE SIDE LOCKERS MAIN CORRIDORS WITH TWO SIDE LOCKERS
STORIES (b.)
PERMITTED
BLDG AREA 1 - A WING
1 PER 100
37
1 HR
NONBEARING WALLS – EXTERIOR > 5 FT < 10 FT (TABLE 602)
COMMENTS:
BLDG AREA 3 - E WING
VALUE
SED 103
1020.4
CALCULATIONS: (BASED ON PROPOSED CONFIGURATION)
At = UNLIMITED
MINIMUM WIDTH STAIRWAYS (OCC LOAD CALC) STAIRWAYS (MINIMUM) DOORS OTHER EGRESS COMPONENTS
37
3'-11 1/8"
BUILDING AREA INCREASE CALCULATIONS
1005.1 1005.3.1 1011.2 1005.7.1 1005.3.2
37
2 HR
NONBEARING WALLS – EXTERIOR < 5 FT (TABLE 602)
CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT LOAD OF 300 PERSONS OR LESS.
ACTUAL
ELEVA TOR CONTROLLER
DW
E00
COMPONENT
37
EXIT ENCLOSURES AND EXIT PASSAGEWAYS
2 HR (a.)
BEARING WALLS – EXTERIOR/INTERIOR (TABLE 601)
COMMENTS: a. THE FIRE-RESISTANCE RATINGS OF STRUCTURAL MEMBERS SHALL BE NOT LESS THAN THE RATINGS REQUIRED FOR THE FIRE-RESISTANCE-RATED ASSEMBLIES SUPPORTED BY THE STRUCTURAL MEMBERS (BCNYS 704.1). LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE EXTERIOR WALLS OR ON THE OUTSIDE OF A BUILDING OR STRUCTURE SHALL BE PROVIDED WITH THE HIGHEST FIRE-RESISTANCE RATING AS DETERMINED IN ACCORDANCE WITH THE EXTERIOR WALL RATING (BCNYS 704.10).
LOBBY AREAS IN GROUP A-1, A-2 AND A-3 OCCUPANCIES SHALL NOT BE LESS THAN CLASS B MATERIALS.
HEIGHT IN FEET (a.)
7'-1 " CORRID OR (SUGGES TE D)
10'-0"
UNLIMITED (c.)
LV 01: 23,668 SF
COMMENTS: a. BCNYS TABLE 504.3 b. BCNYS TABLE 504.4 c. BCNYS TABLE 506.2 d. PROJECT RENOVATES PARTIAL AREAS OF BUILDING A. SEE WORK AREA PLAN.
SECTION
OCCUPANCY(b.)
OCCUPANCY CLASSIFICATION
• • •
3'-" 0 DOOR ELEVA TOR CONTROLLER
7'-1 " CORRID OR (SUGGES TE D)
17'-1 1/2" VIF
SIX
ONE
MEANS OF EGRESS
D01
1 PER 40 (FIRST 80) 1 PER 80 (REMAINDER)
1 PER 25 (FIRST 50) 1 PER 50 (REMAINDER)
BUSINESS - B
A03
3'-0 " DOOR
16'-10 1/2"
180'
25-8"
5
12'-3"
PERMITTED
ACTUAL
5
28'-4"
LV01: 8,137 SF
5
23'-0 1/8"
ONE
5
A307-1
26'-7"
5
A308-1
ACTUAL
A01.2
REQURIED FIXTURES
4'3" CAR
0.38 (REQUIRED) 0.45 (REQUIRED) 0.77 (REQUIRED)
ASTM E84 CLASSIFIES CLASS A, B AND C MATERIALS BY FLAME SPREAD RATING. THE FLAME SPREAD RATING FOR EACH MATERIAL CLASSIFICATION IS AS FOLLOWS:
CALCULATIONS: (BASED ON PROPOSED CONFIGURATION)
7'-1 " HOIST WAY
4'3" CAR
N/A
INTERIOR FINISH FLAME SPREAD REQUIREMENTS - (PER NYSBC TABLE 803.13 AND SECTION 803)
BUILDING AREA INCREASE DIVISIONCALCULATIONS OF PLANT
A345-2
UNLIMITED (c.)
480
A319A-1
UNLIMITED (c.)
LV 01 THRU 03: 104,796 SF
SIX
240
A325-1
FIVE
THREE
180'
TOTAL = ±17677 SF
BUILDING D
240
6"
BLDG AREA 3 - E WING
160'
45'-8"
PERMITTED
LEVEL 3 ALTERATION
1 PER 100
240
9'-1 1/2"
F
PERMITTED
ACTUAL
INCLUDED FIRE AREAS
FEMALE 1 PER 50
240
A303-2
BLDG AREA 2 - D WING
BUILDING AREA
MALE
OCCUPANCY (a.)
30'-0"
BLDG AREA 1 - A WING(d.)
STORIES (b.)
FEMALE 1 PER 50
DRINKING FOUNTAINS
0.77(REQUIRED)
EXTERIOR FENESTRATION (FIXED) EXTERIOR FENESTRATION (OPERABLE) EXTERIOR FENESTRATION ENTRANCE DOORS
COMMENTS: a. BCNYS TABLE 504.3 OWNER: b. BCNYS TABLE 504.4 c. BCNYS TABLE 506.2 d. PROJECT RENOVATES PARTIAL AREAS OF BUILDING A. SEE WORK AREA PLAN.
7'-1 " HOIST WAY
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
HEIGHT IN FEET (a.)
EDUCATIONAL - E
TOTAL = ±5174 SF
BLDG AREA 3 - E WING
0.032 (REQUIRED)
EXTERIOR ALUMINUM DOORS WITH MORE THAN 50% GLAZING EXTERIOR DOORS WITH LESS THAN 50% GLAZING
1'-3"
MALE
LOBBY AREAS IN GROUP A-1, A-2 AND A-3 OCCUPANCIES SHALL NOT BE LESS THAN CLASS B MATERIALS.
8
REQUIRED
STRUCTURAL FRAME – COLUMNS, GIRDERS, HEAVY TRUSSES (TABLE 601)
THE INTERIOR FINISHES OF AREA CONTAINING OR SERVING MORE THAN ONE (1) OCCUPANCY SHOULD MEET THE MATERIAL CLASSIFICATION OF THE MOST RESTRICTIVE OCCUPANCY.
LEVEL 1 ALTERATION (MEP SCOPE ONLY)
BLDG AREA 2 - D WING
0.054 (PROVIDED)
GLAZING SYSTEMS:
SEAL:
F
EXISTING EXTERIOR MASONRY WALL WITH CFMF WITH 1" OPEN CELL SPRAY FOAM AND 3 1/2" BATT INSULATION AND GYP BOARD ON INTERIOR BUILDING A AND BUILDING E
SPRINKLERED: FIRE AREA A01.2, A03, D00, D01, AND E00
BUILDING HEIGHT AND AREA
FIRE AREA E00 (NEW, CONFORMING) 23668 SF
LAVATORIES
4' - 3" CAR
CLASSIFICATION
CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT LOAD OF 300 PERSONS OR LESS.
BUILDING HEIGHT AND AREA
BUILDING AREA DESIGNATION
WATER CLOSETS
CORRIDORS AND PASSAGES COMPLY WITH THE BUILDING CODE OF NEW YORK STATE AND NEW YORK STATE EDUCATION DEPARTMENT MANUAL OF PLANNING STANDARDS
1. THIS CODE REVIEW IS BASED ON BUFFALO PUBLIC SCHOOLS (BPS) LEASED AREAS ONLY. PORTIONS OF BUILDING STILL OCCUPIED BY CONSULTANT: BUFFALO STATE UNIVERSITY (BSU) ARE NOT A PART OF THIS PROJECT AND HENCE NOT INCLUDED WITHIN THIS CODE SUMMARY. 2. THE BUILDING CODE OF NEW YORK STATE (BCNYS 2020) 3. EXISTING BUILDING CODE OF NEW YORK STATE (EBCNYS 2020) a. RENOVATION WORK INCLUDES LEVEL 2 AND LEVEL 3 ALTERATIONS. 4. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (ECCC 2020) 5. NEW YORK STATE EDUCATION DEPARTMENT MANUAL OF PLANNING STANDARDS (MPS 1998, 2022)
1" = 60'-0"
N/A
INSULATION - ENTIRELY ABOVE DECK
125 EAST JEFFERSON STREET THE FOLLOWING CODE REVIEW WAS REFERENCED WITH USE OF: SYRACUSE, NEW YORK 13202
WORK AREA PLAN - BASEMENT
BUILDING ELEMENT (b.)
0.064 (REQUIRED)
ROOFS: (U-FACTORS PER ECCCYNS TABLE C402.1.4)
COMMENTS:
BUILDING E
PLUMBING FIXTURE COUNT REQUIREMENTS
CLASS A - 0-25 CLASS B - 26-75 CLASS C - 76-200
10'-7"
• • •
7
REQUIREMENTS IN HOURS
U-FACTORS:
EXISTING EXTERIOR MASONRY WALLS TO REMAIN - BUILDING D
DOORS:
Y/N
SPRINKLER SYSTEM
6' - 0" HOI STWAY
ASTM E84 CLASSIFIES CLASS A, B AND C MATERIALS BY FLAME SPREAD RATING. THE FLAME SPREAD RATING FOR EACH MATERIAL CLASSIFICATION IS AS FOLLOWS:
6
FIRE RESISTANCE RATINGS
FENESTRATION: (U-FACTORS PER ECCCYNS TABLE C402.4)
BUILDING D
H
G
H8
FIRE AREAS WITH AUTOMATIC SPRINKLER SYSTEMS CAN EXCEED 12,000 SF PER BCNYS SECTION 903.2.3. THE PROPOSED FIRE AREAS THUS COMPLY WITH THE BUILDING CODE OF NEW YORK STATE.
VARIES, SEE PLAN: NOT LESS THAN 44" (1020.2)
BLDG AREA 1 - A WING(d.)
19'-9 1/2"
G
23,668 SF
CORRIDOR WIDTH
d. SHAFT ENCLOSURES AND VERTICAL EXIT ENCLOSURES SHALL HAVE A FIRERESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS.
6'-2 1/2"
C
1'-2 1/2"
C
C
17,677 SF 8,209 SF
BUILDING A
1" = 60'-0"
25'-9 1/2"
B
B
D WING - BASEMENT - AREA D00 D WING - LEVEL 01 - AREA D01 E WING - LOWER LEVEL & A WING - LEVEL 01 - AREA E00
BUILDING AREA DESIGNATION
33'-2"
B
E
350 SF 37,267 SF
FIRE AREA KEY
FIRE AREA PLAN - BASEMENT
H6
33'-2 1/2"
A-3, A-4, A-5
THE INTERIOR FINISHES OF AREA CONTAINING OR SERVING MORE THAN ONE (1) OCCUPANCY SHOULD MEET THE MATERIAL CLASSIFICATION OF THE MOST RESTRICTIVE OCCUPANCY.
A WING - LEVEL 01 - AREA A01.2 A WING - LEVEL 03 - AREA A03
FIRE AREA A00
c. EXCEPT IN GROUP F-1, H, M AND S-1 OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS IN ROOF CONSTRUCTION SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF PRIMARY STRUCTURAL FRAME MEMBERS, ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UNPROTECTED MEMBERS.
COMMENTS:
NON-COMBUSTIBLE
FIRE AREA CALCUALTIONS - NEW
FIRE AREA D00
b. ALTHOUGH FIRE RESISTANCE RATINGS MAY NOT BE REQUIRED, CHECK THE CODE DRAWINGS FOR LOCATION BASED FIRE RESISTANCE RATINGS.
C
I(B)
10
CONSTRUCTION CLASSIFICATION - NEW
FIRE AREA A00 (EXISTING, CONFORMING) 5174 SF
A344-1
B
Size: 100,000 SF
5
EXTERIOR WALLS ARE TO COMPLY WITH THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE
6" MIN TO WALL
0 HR
ROOMS AND ENCLOSED SPACES
CORRIDORS
B
1 HR
CORRIDOR FIRE-RESISTANCE RATING (TABLE 1020.1)
Location: Buffalo, NY
8"
A-1 & A-2
VERTICAL EXIT ENCLOSURES < 4 STORIES (SECTION 1023.2) (d.)
A303C-1
1. THIS CODE REVIEW IS BASED ON BUFFALO PUBLIC SCHOOLS (BPS) LEASED AREAS ONLY. PORTIONS OF BUILDING STILL OCCUPIED BY BUFFALO STATE UNIVERSITY (BSU) ARE NOT A PART OF THIS PROJECT AND HENCE NOT INCLUDED WITHIN THIS CODE SUMMARY. 2. THE BUILDING CODE OF NEW YORK STATE (BCNYS 2020) 3. EXISTING BUILDING CODE OF NEW YORK STATE (EBCNYS 2020) a. RENOVATION WORK INCLUDES LEVEL 2 AND LEVEL 3 ALTERATIONS. 4. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (ECCC 2020) 5. NEW YORK STATE EDUCATION DEPARTMENT MANUAL OF PLANNING STANDARDS (MPS 1998, 2022)
EXIT ENCLOSURES AND EXIT PASSAGEWAYS
2 HR
1'-0 1/8"
9/30/2025 1:11:20 AM
OCCUPANCY CLASSIFICATION
THE FOLLOWING CODE REVIEW WAS REFERENCED WITH USE OF:
1 HR
VERTICAL EXIT ENCLOSURES ≥ 4 STORIES (SECTION 1023.2)
COMMENTS: a. THE FIRE-RESISTANCE RATINGS OF STRUCTURAL MEMBERS SHALL BE NOT LESS THAN THE RATINGS REQUIRED FOR THE FIRE-RESISTANCE-RATED ASSEMBLIES SUPPORTED BY THE STRUCTURAL MEMBERS (BCNYS 704.1). LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE EXTERIOR WALLS OR ON THE OUTSIDE OF A BUILDING OR STRUCTURE SHALL BE PROVIDED WITH THE HIGHEST FIRE-RESISTANCE RATING AS DETERMINED IN ACCORDANCE WITH THE EXTERIOR WALL RATING (BCNYS 704.10).
INTERIOR FINISH FLAME SPREAD REQUIREMENTS - (PER NYSBC TABLE 803.13 AND SECTION 803)
COMMENTS:
2 HR
SHAFT ENCLOSURES < 4 STORIES (SECTION 713.4) (d.)
NON-COMBUSTIBLE
17'-7 1/2"
0.38 (REQUIRED) 0.45 (REQUIRED) 0.77 (REQUIRED)
SHAFT ENCLOSURES ≥ 4 STORIES (SECTION 713.4)
5 1/4"
EXTERIOR FENESTRATION (FIXED) EXTERIOR FENESTRATION (OPERABLE) EXTERIOR FENESTRATION ENTRANCE DOORS
0 HR
Year: 2025
EDUCATIONAL GROUP
I(B)
D105-1
GLAZING SYSTEMS:
SPRINKLERED: FIRE AREA A01.2, A03, D00, D01, AND E00
NONBEARING INTERIOR WALLS
4'-10"
Y/N
SPRINKLER SYSTEM
1 HR
4
EXTERIOR WALL SYSTEMS
E
CONSTRUCTION CLASSIFICATION - EXISTING
D109B-1
N/A
2 HR
ROOF CONSTRUCTION – INCLUDING BEAMS & JOISTS (c.) (TABLE 601)
DESCRIPTION:
OCCUPANCY CLASSIFICATION
13'-1"
0.77(REQUIRED)
EXTERIOR DOORS WITH LESS THAN 50% GLAZING
0 HR
FLOOR CONSTRUCTION – INCLUDING BEAMS & JOISTS (TABLE 601)
19'-11"
H
CORRIDORS AND PASSAGES COMPLY WITH THE BUILDING CODE OF NEW YORK STATE AND NEW YORK STATE EDUCATION DEPARTMENT MANUAL OF PLANNING STANDARDS
1 HR
NONBEARING WALLS – EXTERIOR > 30 FT (TABLE 602)
CODE ISSUE:
J
24'-4" VIF
EXTERIOR ALUMINUM DOORS WITH MORE THAN 50% GLAZING
Leonardo da Vinci High School, part of the Buffalo Public School District, is embarking on a major relocation project following the expiration of its previous building lease. To better accommodate its current student body and anticipate future enrollment growth, the district sought an environment that inherently inspires academic motivation and college readiness. Administrative leadership envisioned a collaborative, higher-education setting, selecting Buckham Hall on the campus of Buffalo State University. The proposed facility will occupy the first and third floors of Wing A, alongside the entirety of Wings D and E. VARIES, SEE PLAN: NOT LESS THAN 44" (1020.2)
CORRIDOR WIDTH
NONBEARING WALLS – EXTERIOR > 10 FT < 30 FT (TABLE 602)
3
BUILDING ENVELOPE REQUIREMENTS -(PER ECCCNYS CHAPTER 4 - ENERGY EFFICIENCY)
BPS BUCKHAM HALL
D109-1
DOORS:
1 HR
S U M M A R Y -
16'-8 7/8"
0.032 (REQUIRED)
1 HR
NONBEARING WALLS – EXTERIOR > 5 FT < 10 FT (TABLE 602)
12'-1"
INSULATION - ENTIRELY ABOVE DECK
FENESTRATION: (U-FACTORS PER ECCCYNS TABLE C402.4)
NONBEARING WALLS – EXTERIOR < 5 FT (TABLE 602)
2
FIRE AREA D00 (NEW, CONFORMING) 17677 SF
9/30/2025 1:11:20 AM
ROOFS: (U-FACTORS PER ECCCYNS TABLE C402.1.4)
2 HR
17'-8 1/2"
23,668 SF
BEARING WALLS – EXTERIOR/INTERIOR (TABLE 601)
DW
E WING - LOWER LEVEL & A WING - LEVEL 01 - AREA E00
FIRE AREAS WITH AUTOMATIC SPRINKLER SYSTEMS CAN EXCEED 12,000 SF PER BCNYS SECTION 903.2.3. THE PROPOSED FIRE AREAS THUS COMPLY WITH THE BUILDING CODE OF NEW YORK STATE.
EXISTING EXTERIOR MASONRY WALL WITH CFMF WITH 1" OPEN CELL SPRAY FOAM AND 3 1/2" BATT INSULATION AND GYP BOARD ON INTERIOR BUILDING A AND BUILDING E
0.054 (PROVIDED)
7'-6 1/2"
17,677 SF 8,209 SF
EXISTING EXTERIOR MASONRY WALLS TO REMAIN - BUILDING D
8'-1"
350 SF 37,267 SF
D WING - BASEMENT - AREA D00 D WING - LEVEL 01 - AREA D01
2 HR (a.)
9"
FIRE AREA CALCUALTIONS - NEW
A WING - LEVEL 01 - AREA A01.2 A WING - LEVEL 03 - AREA A03
9
Client: Buffalo Public School District
REQUIRED
STRUCTURAL FRAME – COLUMNS, GIRDERS, HEAVY TRUSSES (TABLE 601) N/A
7'-7"
NON-COMBUSTIBLE
BUILDING ELEMENT (b.)
0.064 (REQUIRED)
28'-8 5/8"
I(B)
REQUIREMENTS IN HOURS
U-FACTORS:
5'-5 3/8"
CONSTRUCTION CLASSIFICATION - NEW
EXTERIOR WALLS ARE TO COMPLY WITH THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE
FIRE RESISTANCE RATINGS
5'-0 1/2"
NON-COMBUSTIBLE
8
Firm: Ashley McGraw Architects
A302-1
EDUCATIONAL GROUP
I(B)
7
FIRE AREA D00 (NEW, CONFORMING) 17677 SF
29'-1 1/2"
EXTERIOR WALL SYSTEMS
E
CONSTRUCTION CLASSIFICATION - EXISTING
6
34'-2"
DESCRIPTION:
OCCUPANCY CLASSIFICATION
5
BUILDING ENVELOPE REQUIREMENTS -(PER ECCCNYS CHAPTER 4 - ENERGY EFFICIENCY)
BPS BUCKHAM HALL
CODE ISSUE:
J
4
25'-0"
S U M M A R Y -
3
27'-9 1/2"
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
C O D E
2
27'-8 5/8"
Buffalo Public Schools @ Buckham Hall 1
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
1
C O D E
10
Google Charleston East
Firm: HLW Client: Google Inc Year: 2022
Google Charleston East offers a fresh, creative workspace design inspired by Google’s new ideas for office buildings.
Location: Mountain View, CA Size: 70,000 SF
The Whitebox scope of the project integrates publicfacing community amenities—including a cafe, neighborhood development center, event corridor, and labs—with private R&D experiment spaces for Googlers.
1/2"
SCALE: FULL
ELEVATION DETAIL - AT TILE WALL TS
REF: NONE
MW-8.4
METAL BOX, MATCH B-15
DOOR AS SCHEDULED
EXISTING METAL STUDS 1/8"
PLEASE CONSIDER THE ENVIRONMENT
align
15"
lights
SS-21, 45 1/2" AFF align SS-21 edge of passthru at FOH side with face of tile & millwork wall & cabinet fronts (by others)
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15 SS-21 SCHEDULED CERAMIC WALL TILE OVER THINSET
1/8"
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
WOOD BLOCKING AS REQUIRED SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
11
BLIND DOOR JAMB WITH TILE CLADDING DETAIL
AI3-244 3" = 1'-0"
BOH
sample submittal review - cafe1 8'-2"
--
7/8"
1 --
SECTION VIEW
1"
7/8"
3' - 5"
12' - 11"
11' - 5"
13' - 3"
11' - 9" 2"
3'-6"
4"
3'-5"
15'-3"
16' - 6"
17' - 5"
13'-3"
1/2"
(22) MOD.
VIF
(1)
VIF
4"
(22) MOD.
VIF
(1)
1/8"
1' - 0"
LEVEL 1 EXISTING METAL STUDS
TILE AS SCHEDULED OVER THINSET
SMEP ENGINEERS: PLAN DETAIL - INSIDE CORNER TILE TO TILE
8
180 Varick Street, Suite 204 New York, NY 10014 USA W-99/100 CERAMIC WALL TILE OVER THINSET TEL: +1 212-337-9973
SCHEDULED CERAMIC WALL
W-99 CERAMIC WALL TILEOVER OVER THINSET TILE THINSET
PANEL AS SCHEDULED
AI3-244 3" = 1'-0"
14
W-99/100 CERAMIC WALL TILE OVER THINSET
HLW INTERNATIONAL
1556 20th Street, Suite B Santa Monica, CA 90404 USA TEL: +1 310-453-2800
2" x 1.3" METAL ANGLE POWDER COATED TO MATCH ADJACENT TILE
B.O. LAPIS MODULE
BLIND DOOR JAMB WITH TILE CLADDING @ CATERING
AI3-244 3" = 1'-0"
1
AI3-121.1 1/4" = 1'-0"
1' - 0"
CUT AROUND BRACKET
REFER TO CONSULTANT DWG
1/2"
3" = 1'-0"
THERMOSTAT
4 3/4"
PARTITION
4
METAL BOX, MATCH AI3-244 B-15
ALL DIMENSIONS ARE SH CONSULTANT:
PROJECT:
PANEL AS SCHEDULED
3 5/8” METAL STUDS
London, UK WC1X 8BH TEL: +44 (0) 20-7833-8800
AS SCHEDULED
No. DESCRIPTION:
WOOD BLOCKING AS REQUIRED 14 AI3-244
BLIND DOOR JAMB WITH TILE CLADDING @ CATERING
AI3-244 3" = 1'-0"
3/16" THINSET MORTAR SET
12
EXISTING METAL STUDS
ARUP NORTH AMERICA, LTD.
12777 W Jefferson Blvd., Suite 100, Building D Los Angeles, CA 90066 USA TEL: +1 310-578-4400
17
AI3-241 6"W-99/100 = 1'-0" CERAMIC WALL
DRN: CHK:
SECTION DETAIL - AT TILE WALL DIFFUSER
AI3-241 6" = 1'-0"
TILE OVER THINSET
1/8"
LANDSCAPE CONSULTANT:
GROUT MINIMAL JOINT THINSET HARGREAVES JONES LANDSCAPE3/16" ARCHITECTURE MORTAR SET TILE AS SCHEDULED OVER THINSET 180 Varick Street, Suite 204 New York, NY 10014 USA TEL: +1 212-337-9973 B-15 EXECUTIVE INTERIOR ARCHITECT:
TAPE AND JOINT COMPOUND
SECTION DETAIL - AT TILE WALL LX2 BRACKETS
13
AI3-241 6" = 1'-0"
3/16" THINSET MORTAR SET
HLW INTERNATIONAL
1556 20th Street, Suite B Santa Monica, CA 90404 USA
2" x 1.3" METAL ANGLE POWDER COATED TO MATCH ADJACENT TILE
+1 310-453-2800 SECTION DETAIL - AT TILE TEL: WALL OUTLET
8
AI3-241 6" = 1'-0"
TOP OF CONCRETE
PLAN DETAIL - INSIDE CORNER TILE TO TILE
AI3-243 6" = 1'-0"
7
SECTION DETAIL - TRIM DETAIL AT TILE WALL
AI3-241 3" = 1'-0"
5
WOOD BLOCKING AS REQUIRED
AI3-244 3" = 1'-0"
COLOR TO MATCH B-15
4
W-99 CERAMIC WALL TILE OVER THINSET
W-99/100 CERAMIC WALL TILE OVER THINSET
W-99/100 CERAMIC WALL TILE OVER THINSET
1/8"
1/8"
14
AI3-244 3" = 1'-0"
No. DESCRIPTION:
B.O. LAPIS MODULE
02 01 00
BRACKET FOR LX2 PTD TO MATCH B-15
DATE:
ISSUED FOR TI BULLETIN #5 WHITEBOX ISSUED FOR HEALTH DEPARTMENT RE-SUBMITTAL WHITEBOX ISSUED FOR HEALTH DEPARTMENT
0
2
4
14.FEB.2022 16.JULY.21
8
30.APR.21
12
1/4" = 1'-0" DRAWING STATUS
TOP OF TILE SEE ELEVATION 5/8” THICK TYPE ‘X’ GYPSUM WALLBOARD
1/8"
W-99/100 CERAMIC WALL TILE OVER THINSET
METAL BOX, MATCH B-15 THERMOSTAT
3/16" THINSET MORTAR SET
ISSUED FOR CONSTRUCTION CENTER OF BRACKET BACKING 11'-9"
ALL DIMENSIONS ARE SHOWN IN IMPERIAL. CONSULTANT:
PROJECT:
2000 N. SHORELINE BLVD.
METAL STRAPPING
CITY OF MOUNTAIN VIEW, CA
METAL BOX, MATCH B-15
AI3-241 3" = 1'-0"
AI3-244
5
3/16" THINSET MORTAR SET
12
DRAWING TITLE:
T.O. LAPIS MODULE
3/16" THINSET MORTAR SET
INTERIOR ELEVATIONS CATERING WEST SEAL & SIGNATURE:
DIFFUSER. TO BE PAINTED TO MATCH B-15
DATE: PROJECT No: DRN: CHK:
W-99/100 CERAMIC WALL TILE OVER THINSET
SCALE:As indicated
SECTION DETAIL - AT TILE THERMOSTAT
B.O. LAPIS MODULE
Discrepancies must be reported immediately to the Architect before proceeding. Only figured dimensons are to be used. Contractors must check all dimensions on site. This drawing is protected by copyright.
HLW International LLP 1437 4th Street, 4th Floor Santa Monica, CA 90401 Tel 310 586 6711
3 5/8” METAL STUDS
SECTION DETAIL - TRIM DETAIL AT TILE WALL 14
02 01 00
17
AI3-241 ISSUED FOR TI BULLETIN #5 14.FEB.2022 6" = 1'-0" WHITEBOX ISSUED FOR HEALTH 16.JULY.21 DEPARTMENT RE-SUBMITTAL WHITEBOX ISSUED FOR HEALTH 30.APR.21 DEPARTMENT
0
2
4
8
SECTION DETAIL - AT TILE WALL DIFFUSER
AI3-241 6" = 1'-0"
13
SECTION DETAIL - AT TILE WALL LX2 BRACKETS
AI3-241 6" = 1'-0"
9
03/15/21 15272 REV:
02
DWG No:
AI3-244
12
ISSUED FOR CONSTRUCTION CENTER OF BRACKET BACKING 11'-9"
Discrepancies must be reported immediately to the Architect before proceeding. Only figured dimensons are to be used. Contractors must check all dimensions on site. This drawing is protected by copyright.
ALL DIMENSIONS ARE SHOWN IN IMPERIAL. CONSULTANT:
HLW International LLP 1437 4th Street, 4th Floor Santa Monica, CA 90401 Tel 310 586 6711
6"
PROJECT:
2000 N. SHORELINE BLVD. CITY OF MOUNTAIN VIEW, CA
DRAWING TITLE:
T.O. LAPIS MODULE
3/16" THINSET MORTAR SET
INTERIOR ELEVATIONS CATERING WEST SEAL & SIGNATURE:
DATE: PROJECT No: DRN: CHK:
SECTION DETAIL - AT TILE WALL DIFFUSER
AI3-241 6" = 1'-0"
13
SECTION DETAIL - AT TILE WALL LX2 BRACKETS
AI3-241 6" = 1'-0"
9
DWG No:
DATE
PROJ
3/16" THINSET MORTAR SET
SCAL
SECTION DETAIL - AT TILE THERMOSTAT
SMEP ENGINEERS:
SCHEDULED CERAMIC WALL TILE OVER THINSET
INTERIOR ELEVATIO WEST SEAL & SIGNATURE:
DIFFUSER. TO BE PAINTED TO MATCH B-15
TOP OF TILE SEE ELEVATION
ADAMSON ASSOCIATES, INC.
700 S Flower St, Suite 860 Los Angeles, CA 90017 USA TEL: +1 310-230-0088 FAX: +1 310-230-0066
CITY OF MOUNT
DRAWING TITLE:
T.O. LAPIS MODULE
3/16" THINSET MORTAR SET
ARCHITECT OF RECORD:
AS SCHEDULED
2000 N. SHOREL
METAL BOX, MATCH B-15
DATE: 1/8"
SCHEDULED CERAMIC TILE OVER THINSET
METAL BOX, MATCH B-15
1/8"
FLUSH METAL DOOR FRAME
HEATHERWICK STUDIO
SCHLUTER STRIP TO MATCH Gray's Inn Road CUT EDGE OF356-364 TILE. COLOR TO MATCH B-15
1/2"
TO MATCH B-15
1/8"
BJARKE INGELS GROUP
3/16" THINSET
45 Main Street, Fl 9 (EZY JAMB BY STUDCO MORTAR SET BUILDING SYSTEMS OR EQUAL) Brooklyn, NY 11201 USA SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR FAX: +1 866-738-4336 TEL: +1 347-549-4141
SCALE:As indicated
17
4
Discrepancies must be reported imm before proceeding. Only figured dim Contractors must check all dimensio is protected by copyright.
HLW International LLP 1437 4th Street, 4th Floor Santa Monica, CA 90401 Tel 310 586 6711 METAL STRAPPING
1/8"
LEVEL 1 T.O.F.F. 20'-0"
3/16" THINSET MORTAR SET
AI3-241 6" = 1'-0"
2
ISSUED FOR CON CENTER OF BRACKET BACKING 11'-9"
1"
3'-2" A.F.F.
(1)
SECTION DETAIL - METAL BASE AT TILE WALL
6
AI3-243 6" = 1'-0"
GOOGLE INC.
1600 Amphitheatre Parkway Mountain View, CA 94043 USA TEL: +1 650-253-0000 DESIGN CONSULTANT: 1/8"
1/8"
TS
AS SCHEDULED
CLIENT:
METAL BOX B-15
W-99
5/8” THICK TYPE ‘X’ GYPSUM WALLBOARD
1/8"
PLAN DETAIL - OUTSIDE CORNER TILE TO TILE DASHED LINE INDICATES EDGE OF DOOR FRAME
1' - 0"
1/8"
DOOR AS SCHEDULED
DIFFUSER. TO BE PAINTED TO MATCH B-15
SECTION DETAIL - AT TILE THERMOSTAT
0
1/4" = 1'-0
REFER TO MECHANICAL DRAWING
TRUE NORTH
6"
PROJECT NORTH
METAL STRAPPING
3/16" THINSET MORTAR SET
ISSUED FOR TI BULLETIN #5 WHITEBOX ISSUED FOR HEA DEPARTMENT RE-SUBMITTA WHITEBOX ISSUED FOR HEA DEPARTMENT
DRAWING STATUS
METAL BOX, MATCH B-15
12
02 01 00
BRACKET FOR LX2 PTD TO MATCH B-15
TOP OF CONCRETE
2"
CANOPY CEILING
3 5/8” METAL STUDS WOOD BLOCKING AS REQUIRED
5
1/8"
EXECUTIVE INTERIOR ARCHITECT:
TAPE AND JOINT COMPOUND
GROUT MINIMAL JOINT
AI3-241 3" = 1'-0"
LANDSCAPE CONSULTANT:
HARGREAVES JONES LANDSCAPE ARCHITECTURE
EXISTING METAL CLADDING STUDS BLIND DOOR JAMB WITH TILE DETAIL
11
SECTION DETAIL - TRIM DETAIL AT TILE WALL
7
ARUP NORTH AMERICA, LTD. AI3-243
6" = 1'-0"D 12777 W Jefferson Blvd., Suite 100, Building Los Angeles, CA 90066 USA TEL: +1 310-578-4400
AS SCHEDULED SCHLUTER STRIP TO MATCH CUT EDGE OF TILE.
AI3-244 6" = 1'-0"
2"
ADAMSON ASSOCIATES, INC.
700 S Flower St, Suite 860 Los Angeles, CA 90017 USA TEL: +1 310-230-0088 FAX: +1 310-230-0066
WOOD BLOCKING AS REQUIRED
TO MATCH B-15 TILE AS SCHEDULED OVERCOLOR THINSET
TILE OVER THINSET
3/16" THINSET MORTAR SET
ARCHITECT OF RECORD:
B-15
AI3-241 6" = 1'-0"
W-99/100 CERAMIC WALL TILE OVER THINSET
356-364 Gray's Inn Road London, UK WC1X 8BH TEL: +44 (0) 20-7833-8800
GROUT MINIMAL JOINT
3/16" THINSET MORTAR SET
SECTION DETAIL - AT TILE WALL OUTLET
1/8"
B-15 BASE
No. DESCRIPTION:
TOP OF TILE SEE ELEVATION
HEATHERWICK STUDIO
1/8"
1/8"
1
1/8" PANEL AS SCHEDULED
GOOGLE INC.
45 Main Street, Fl 9 Brooklyn, NY 11201 USA TEL: +1 347-549-4141 FAX: +1 866-738-4336
T.O.F.F. 20'-0"
CATERING WEST - SOUTH ELEVATION
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
4
DESIGN CONSULTANT:
VIF
B-15
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15 SCHEDULED CERAMIC WALL TILE OVER THINSET
AI3-244 3" = 1'-0"
AS SCHEDULED
BJARKE INGELS GROUP
TILE START TILE CLADDING ON DOOR DOOR COLOR TO MATCH WITH ADJACENT BASE COLOR
TOP OF CONCRETE
SECTION DETAIL - METAL BASE AT TILE WALL
6
AI3-243 6" = 1'-0"
1600 Amphitheatre Parkway Mountain View, CA 94043 USA TEL: +1 650-253-0000
METAL BOX, MATCH B-15
16
3" = 1'-0"
(22) MOD.
6"
(23) MOD.
1/8"
VIF
(1) 3'-5"
(22) MOD.
12' - 11"
11' - 5"
W-99 8
(1)
1556 20th Street, Santa Monica, CA 9 TEL: +1 310-453
1/8"
ELEVATION DETAIL - AT TILE WALL TS AI3-244
10
HLW INTERNAT
(5) MOD.
VIF
3'-2" A.F.F.
W-99
SWITCH AI3-244 3" = 1'-0"
(16) MOD.
BLIND DOOR HEAD WITH TILE DETAIL W-99CLADDING CERAMIC WALL
1 AI6-420
CUT AROUND BRACKET
REFER TO MECHANICAL DRAWING
1' - 0"
1/8"
METAL BOX, MATCH B-15
180 Varick Street, S New York, NY 100 TEL: +1 212-337
EXECUTIVE INTERIOR ARCHITECT
2" x 1.3" METAL ANGLE POWDER COATED TO MATCH ADJACENT TILE
1/8"
6"
4 3/4" 1/2"
(5) MOD.
TS
VIF
LEVEL 2 (PLATFORM 2)
BRACKET FOR LX2 PTD TO MATCH B-15
SCALE: 1 1/2"=1'-0"
shop drawing review - cafe 8'-2"
VIF
(22) MOD.
T.O.F.F. 38'-7"
W-99/100 CERAMIC WALL TILE OVER THINSET
THERMOSTAT
14 AI3-244
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
VIF
(5) MOD.
(1) MOD 1
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
1/8"
4 3/4"
PARTITION SCHEDULED CERAMIC TILE OVER THINSET
VIF
VIF
TRUE NORTH
CLIENT:
SIM
(2) MOD.
KEY PLAN
1"
FLUSH METAL DOOR FRAME (EZY JAMB BY STUDCO BUILDING SYSTEMS OR EQUAL)
8 AI3-244
(15) MOD.
(24) MOD.
AI3-121.1 1/4" = 1'-0"
1/8"
Future tile submittal will require to refer to opening mentioned in this submittal
3/16" THINSET MORTAR SET
Verify stone cladding for facade: calculate weight and revise hinge capacity if needed.
W-99 CERAMIC WALL TILE OVER THINSET
1/2"
5/8” THICK TYPE ‘X’ GYPSUM WALLBOARD
DASHED LINE INDICATES EDGE OF DOOR FRAME
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
(5) MOD. (1) MOD 1
EDGE OF DOOR FRAME
17
(1)(7) MOD.(1)
WOOD BLOCKING AS REQUIRED
7
TILE OVER THINSET FLUSH METAL DOOR FRAMEVIF (EZY JAMB BY STUDCO BUILDING SYSTEMS OR EQUAL) WOOD DOOR AS SCHEDULED
(16) MOD.
PROJECT NORTH
3/16" THINSET MORTAR SET
1/8"
Refer to millwork submittal 06 40 23 - 76.00
AI3-243 6" = 1'-0"
ARUP NORTH AME
12777 W Jefferson Blvd., Su Los Angeles, CA 90 TEL: +1 310-578 LANDSCAPE CONSULTANT:
HARGREAVES JONES LANDSC
PLAN DETAIL - OUTSIDE CORNER TILE TO TILE
WOOD BLOCKING AS REQUIRED
AI3-244 3" = 1'-0"
1/2"
--
PLAN DETAIL - INSIDE CORNER TILE TO TILE
ADAMSON ASSOC
700 S Flower St, S Los Angeles, CA 90 TEL: +1 310-230-0088 FAX:
SCHEDULED CERAMIC WALL TILE OVER THINSET
TILE AS SCHEDULED OVER THINSET
GROUT MINIMAL JOINT
3 5/8” METAL STUDS
BLIND DOOR JAMB WITH TILE CLADDING @ CATERING
1/8"
FAB.#PC3-37.3 S/S PASS THRU. REFRIGERATED DOORS COUNTER
A
PANEL AS SCHEDULED
356-364 Gray's In London, UK WC1 TEL: +44 (0) 20-78
ARCHITECT OF RECORD:
DRAWING STATUS
MSN/EBRS to coordinate re-layout of equipment. See markup on 09/A and 09/B. FILE NAME: BIM 360://Charleston East/US-MTV-2000E-HLW INTERIORS.rvt PLOT DATE: 9/26/2022 10:30:32 AM
SCALE: 1"=1'-0"
SCHEDULED CERAMIC TILE OVER THINSET
1/8"
SS-23 on equipment door
PLAN VIEW OF
8
FLUSH METAL DOOR FRAME (EZY JAMB BY STUDCO BUILDING SYSTEMS OR EQUAL)
HEATHERWICK
1
1/4" = 1'-0"
DOOR AS SCHEDULED
45 1/2"
BOH
not refrigerated counter. pass through fridge.
RECYCLE
BJARKE INGELS
45 Main Street Brooklyn, NY 1120 TEL: +1 347-549-4141 FAX
CANOPY CEILING
2
AI3-121.1 1/4" = 1'-0"
TILE AS SCHEDULED OVER THINSET B-15
AI3-241 6" = 1'-0" SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
R
(5) MOD. (24) MOD. SCHEDULED CERAMIC WALL
10 AI3-244 12 AI3-244
MODULES ARE T-854 LAPIS MODULE 3, 4"X12" UNLESS NOTED OTHERWISE
5'-2"
Interior lights? Furnish spec & location
14
AS SCHEDULED
21"
AI3-244 6" = 1'-0"
FOH
1 1/2"
9 1/2"
1 1/2"
21"
BLIND 1.5" DOOR HEAD WITH TILE CLADDING DETAIL SS-21, 36" AFF
PANEL AS SCHEDULED
24 1/2"
15"
21" 12.5"
3/16" THINSET MORTAR SET
LEVEL 1 T.O.F.F. 20'-0"
KEY PLAN
B-4B
1/8"
SS-21
15"
GROUT MINIMAL JOINT
3/16" THINSET MORTAR SET
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
SECTION DETAIL - AT TILE WALL OUTLET
1 1/2"
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
1 1/2"
public cafe
3 5/8” METAL STUDS 4.25" WOOD BLOCKING AS REQUIRED
FILE NAME: BIM 360://Charleston East/US-MTV-2000E-HLW INTERIORS.rvt PLOT DATE: 9/26/2022 10:30:32 AM
23.5"
1'-3"
DASHED LINE INDICATES EDGE OF DOOR FRAME 1/8"
(25) MOD.
CR BLIND DOOR HEAD WITHTSTILEAI3-244 CLADDING @ CATERING
BLIND DOOR JAMB WITH TILE CLADDINGASDETAIL SCHEDULED
11
(5) MOD.
T-854 LAPIS MODULE 1 CORNER CAP
SCHLUTER STRIP- TO MATCH SECTION DETAIL METAL BASE AT TILE WALL CUT EDGE OF TILE.
6
CMSI JOB No: 4622-3
AI3-244 6" = 1'-0"
16
3" = 1'-0"
1/8"
(1)
EXISTING METAL STUDS
1' - 0"
AI3-243
6" = 1'-0" KM Project Manager ________ CMSI Plant 07-06-2022 Date: _______________
BLIND DOOR HEAD WITH TILE CLADDING DETAIL
millwork wall, tile NIC
4.25"
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
4622-3-01S4 RE-SUBMITTAL # ________________ PLAN DETAIL - OUTSIDE CORNER TILE TO TILE
W-96
face of wall
Pass-thru frame is solid surface material by others. Pig-tail wiring for field install.
PANEL AS SCHEDULED
VIF
1 AI6-420
9 AI3-244
1/8"
GOOGLE CHARLESTON EAST STAMP PUBLIC CAFE & GREEN LOOP CORRIDOR
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15 SCHEDULED CERAMIC WALL TILE OVER THINSET
(22) MOD.
CATERING WEST - SOUTH ELEVATION
METAL BOX B-15
CUT AROUND BRACKET
--
GROUT MINIMAL JOINT
catering and event
DESIGN CONSULTANT:
4"
VIF
B-15
AI3-121.1 1/4" = 1'-0"
REFER TO CONSULTANT DWG
13
SCHLUTER STRIP TO MATCH CUT EDGE OF TILE. COLOR TO MATCH B-15
15" VIF with millwork shop drawings
B
8'-2"
EXISTING METAL STUDS
(22) MOD.
T.O.F.F. 20'-0"
5 AI3-244
4" 1/2" 2 3/4" 1/2"
13 AI3-244
11 AI3-244
REFER TO MECHANICAL DRAWING
9" 116 5 16"
12
1/8"
FOH align edge of counter and finish face of millwork wall at FOH
TILE AS SCHEDULED OVER THINSET
11
1/8"
3'-2" A.F.F.
10 DETAIL
10
B-15 BASE
10
WOOD BLOCKING AS REQUIRED
6"
AI3-244 3" = 1'-0"
1/8"
9
TS
REF: NONE
SCALE: 3"=1'-0"
BLIND DOOR HEAD WITH TILE CLADDING @ CATERING
VIF
(1)
VIF
2
PT-1A
WOOD BLOCKING AS REQUIRED
VIF
3" = 1'-0" CATERING WEST - SOUTH ELEVATION
8
1/2" SUBSTRATE
METAL BOX B-15
EDGE OF DOOR FRAME
(22) MOD.
(23) MOD.
W-99 CERAMIC WALL
1/8"
REF: NONE
SLING DOOR HARDWARE NIC
SCHEDULED CERAMIC WALL TILE OVER THINSET FLUSH METAL DOOR FRAME (EZY JAMB BY STUDCO BUILDING SYSTEMS OR EQUAL) WOOD DOOR AS SCHEDULED
(3) MOD. VIF
1' - 0"
8 DETAIL
1/2"
11 AI3-244
CELING AS SCHEDULED
H-55 POWDER COAT WHITE
H-55 POWDER COAT WHITE
1 4"
1"
4"
VIF
5
14
1/2" 2 3/4" 1/2"
(22) MOD.
7
W-99 CERAMIC WALL TILE OVER THINSET
4"
(1)
VIF
6
17 AI3-244
WD-50 JAMB
W-96
(23) MOD.
B-15
AI3-244 3" = 1'-0"
1' - 0"
WOOD BLOCKING AS REQUIRED
(1)
TILE CLADDING ON DOOR DOOR COLOR TO MATCH WITH ADJACENT BASE COLOR
(1)
VIF
LEVEL 2 (PLATFORM 2)
PT-1A
3 5/8” METAL STUDS
LX2 BRACKET PLATE AND JUNCTION BOX BEYOND CELING AS SCHEDULED
1' - 0"
(2) MOD.
(22) MOD.
LEVEL 1
6"
VIF
(1)
VIF
TILE CLADDING ON DOOR DOOR COLOR TO MATCH WITH ADJACENT BASE COLOR
TAPE AND JOINT COMPOUND
(5) MOD.
8 AI3-244
8 AI3-244
(16) MOD.
GOOGLE IN
1600 Amphitheatre Mountain View, CA 9 TEL: +1 650-253
1/8"
(15) MOD.
VIF
1/8"
3 5/8” METAL STUDS
(1) MOD 1
VIF
TRU NOR
(5) MOD.
VIF
W-99
T.O.F.F. TILE38'-7" OVER THINSET
1' - 0"
(1)(7) MOD.(1)
VIF
3 5/8” METAL STUDS
5/8” THICK TYPE ‘X’ GYPSUM WALLBOARD
(5) MOD.
VIF
VIF
17 AI3-244
1/8"
(16) MOD.
1 2" 1 8"
(22) MOD.
W-99
SCHEDULED CERAMIC WALL CR TILE OVER THINSET FLUSH METAL DOOR FRAME SWITCH (EZY JAMB BY STUDCO BUILDING SYSTEMS OR EQUAL) (16) MOD. (1) (22) MOD. WOOD DOOR AS VIFSCHEDULED VIF EDGE OF DOOR FRAME
6"
AS SCHEDULED
(5) MOD.
(22) MOD.
CR SWITCH
KEY PLAN(15) MOD. (2) MOD.
6"
(1)11MOD 1 AI3-244
SIM
TILE START
WD-50 JAMB
4 3/4"
134"
1 8"
PARTITION
ALIGN
W-96
NOTE: SEND SCHULTER TRIM (H-55) LOOSE AT HEADER
W-96
VIF
CANOPY CEILING
(5) MOD.
VIF
TILE START
5/8” THICK TYPE ‘X’ GYPSUM WALLBOARD
1/8"
8 AI3-244
1" ALIGN line of W-96 on the opposite side
REVISIONS:
(24) MOD.
(22) MOD.
PARTITION
1/2"
12 AI3-244
17 AI3-244
TS
MODULES ARE T-854 LAPIS MODULE 3, 4"X12" UNLESS NOTED OTHERWISE
2
(5) MOD.
(5) MOD.
(1) MOD 1
AS SCHEDULED
T.O.F.F. 38'-7"
4 3/4"
AI3-121.1 1/4" = 1'-0"
WD-50 HEADER
VIF
VIF
VIF
W-99
SIM
MODULES ARE T-854 LAPIS MODULE 3, 4"X12" UNLESS NOTED OTHERWISE
AI3-121.1 1/4" = 1'-0"
LEVEL 2 (PLATFORM 2)
BY: DATE: NUMBER & DATE: 0 FS 11-12-21 STARTED 1 RC 03-18-22 RL 03-03-22 2 RFI 1064 4-12-22 MW 5-2-22 3 RC 05-13-22 RL 04-26-22 BLIND DOOR HEAD WITH TILE CLADDING @ CATERING4 ELEVATION DETAIL - AT TILE WALL TS RC 06-15-22 10 RL 06-10-22 16 13' - 3"
CATERING WEST - WEST ELEVATION
3
AI3-240 1/4" = 1'-0"
LEVEL 1 T.O.F.F. 20'-0"
B-4B
(24) MOD.
10 AI3-244
3" 4
CATERING WEST KITCHENWEST 2" ELEVATION4" 4"
108" AFF
1 3 5 16" 2" 4"
9" 116
CUSTOM GRAPHICS APPLIED TO LEVEL 5 FINISH PAINTED WALL SURFACE
(5) MOD.
VIF
W-96
NIC PANELING
1/2" SUBSTRATE
SCALE: 3"=1'-0"
LEVEL 1 T.O.F.F. 20'-0"
1/4" SHIM 1/2" CLEAT
ALIGN
6 DETAIL
(4) MOD. VIF
TILE START
(25) MOD.
4" 1/2" 2 3/4" 1/2" (22) MOD.
(1)(7) MOD.(1)
VIF
(24) MOD.
CLIENT: 8 AI3-244
17 AI3-244
TS (16) MOD.
(5) MOD. (1) MOD 1
SMEP ENGINEERS:
REFER TO CONSULTANT DWG
(1)
10"
B-15
(5) MOD.
CELING AS SCHEDULED
2"
(54) MOD.
4 AI3-244
(3) MOD. VIF
T-854 LAPIS MODULE 1 CORNER CAP
3'-6"
(1)
GWB NIC 1/2" SUBSTRATE
15'-3"
13'-3"
PT-1A
T-854 LAPIS MODULE 1 CORNER CAP
1' - 5"
1/4" SHIM 1/2" CLEAT
W-99
1 3 2" 4"
4"
5 16"
16' - 6"
17' - 5"
9" 116
GWB NIC
ITEM-#PC1-01
13 16 7123
VIF
AS SCHEDULED
1/2"
R
9 AI3-244
13 3 5/8” METAL STUDS AI3-244 WOOD BLOCKING AS REQUIRED
T.O.F.F. 20'-0"
9 AI3-244
(24) MOD.
10 AI3-244 12 AI3-244
B-15 BASE
7/8"
UL
5 AI3-244
LEVEL 1
B-4B
CATERING WEST - WEST ELEVATION
(5) MOD.
VIF
1/8"
2"
R
5/8” THICK TYPE ‘X’ GYPSUM WALLBOARD
LX2 BRACKET PLATE AND JUNCTION BOX BEYOND
17 AI3-244
PT-1A
CUSTOM GRAPHICS APPLIED TO LEVEL 5 FINISH PAINTED WALL SURFACE
1 AI6-420
5 AI3-244
13 AI3-244
(25) MOD.
KEY PLAN
PARTITION
NSF
LISTED
PT-1A
LEVEL 1
3
AI3-240 1/4" = 1'-0"
AS SCHEDULED
SCALE: 1"=1'-0"
FAB.#PC1-01 S/S COUNTER BASE (MILLWORK & TOP BY OTHERS)
beverage station
CITY OF MOUNTAIN VIEW, CA
REF: NONE
SCALE: FULL
REF: NONE
SCALE: 3"=1'-0"
MERCH / FLEX POP UP 1S2-600D DETAILS
PARTITION AS SCHEDULED
CATERING WEST KITCHEN- WEST ELEVATION
CATERING WEST - WEST ELEVATION
1/2"
PT-1A
CUSTOM GRAPHICS APPLIED TO LEVEL 5 FINISH PAINTED WALL SURFACE
TILE START
PT-1A
PROJECT NORTH (5) MOD.
T-854 LAPIS MODULE 1 CORNER CAP
(4) MOD. VIF
(1)
T.O.F.F. 20'-0"
PT-1A
SHEET DESCRIPTION
3' - 5"
PLAN VIEW OF
T.O.F.F. 38'-7"
5 DETAIL
5 AI3-244
GOOGLE WHITE BOX
LEVEL 2 (PLATFORM 2)
9 DETAIL
LEVEL 1
T.O.F.F. 20'-0"
3
1/4" = 1'-0"
11' - 9"
4"
1 AI6-420
LEVEL 2 (PLATFORM 2)
PT-1A
TILE START
H-55 POWDER COAT WHITE
PLAN & ELEVATION VIEW
1 4"
NIC FF LINE
T.O.F.F. 38'-7"
Pending VIF and mock up approval
13'-3"
1' - 5"
5 16"
1/2" SUBSTRATE
SCHEDULED LOUDSPEAKER MOUNTED AT A 26 DEGREE ANGLE. REFER TO A/V DRAWINGS FOR DETAILED INFORMATION.
REF: NONE
4 AI3-244
WD-50 CATERING WEST KITCHEN- WEST ELEVATION JAMB AI3-240
W-96
1/2" SUBSTRATE
SCALE: 3"=1'-0"
(4) MOD. VIF
(1)
B-15
B-4B
4 DETAIL
1"
1 2" W-96
1/4" SHIM C 1/2"14CLEAT
1/4" SHIM 1/2" CLEAT
(54) MOD.
T-854 LAPIS MODULE 1 CORNER CAP
FABRICATION SHOP DRAWING DETAIL
36" x 48" Arch E -SHEET SIZE
9" 116
5 1 3 16" 2" 4"
ALIGN
(1)
PROJECT NAME:
B
14
W-96 OVER NIC DOOR (CLAD IN FIELD)
W-99
9" 116
1/2" SUBSTRATE
17' - 5"
3" 4
DCI TO COORDINATE WITH WALTERS/WOLF AND CMSI TO UPDTE THE DOOR DETAIL
DOOR/ DOOR JAMB NIC
PT-1A
GWB NIC
(54) MOD.
4 AI3-244
15'-3"
5 AI3-244
PT-1A
A
14
PT-1A
B-15
13' - 3"
Coordinate with submittal 08 10 00 - 37.00
(1)
FILE NAME: BIM 360://Charleston East/US-MTV-2000E-HLW INTERIORS.rvt PLOT DATE: 9/26/2022 10:30:32 AM
T.O.F.F. 38'-7"
PT-1A
W-99
T-854 LAPIS MODULE 1 CORNER CAP
1 AI6-420
LEVEL 2 (PLATFORM 2)
T.O.F.F. 38'-7"
LX2 BRACKET PLATE AND JUNCTION BOX BEYOND
(3) MOD. VIF
16' - 6"
SCHEDULED LOUDSPEAKER MOUNTED AT A 26 DEGREE ANGLE. REFER TO A/V DRAWINGS FOR DETAILED INFORMATION.
3" 1" 5 " 4 2 16
4 3/4"
E-PANEL
1/2"
REF: NONE
SCALE: 3"=1'-0"
CE Visitor Cafe
DEVCON CONSTRUCTION
3'-5"
REF: NONE
SCALE: 3"=1'-0"
9" 116
GOOGLE CHARLESTON EAST PUBLIC CAFE & GREEN LOOP CORRIDOR
2 DETAIL
5 AI3-244
PT-1A
3'-6"
CLIENT:
1 DETAIL
LEVEL 2 (PLATFORM 2)
T.O.F.F. 38'-7"
PT-1A
4"
9" 116
BUTT JOINT - TYP
LEVEL 2 (PLATFORM 2)
T.O.F.F. 38'-7"
3' - 5"
COPYRIGHT NOTICE
COPYRIGHT IS RETAINED BY COMPLETE MILLWORK SERVICES FROM THE DATE OF ISSUANCE OF THESE DOCUMENTS DUPLICATION OF THESE DOCUMENTS OR THE BUILT WORK REPRESENTED BY THEM IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF COMPLETE MILLWORK SERVICES.
1 AI6-420
LEVEL 2 (PLATFORM 2)
12' - 11"
36" x 48" Arch E -SHEET SIZE
3" 1" 5 " 4 2 16
1/2" SUBSTRATE
KEY PLAN
SCHEDULED LOUDSPEAKER MOUNTED AT A 26 DEGREE ANGLE. REFER TO A/V DRAWINGS FOR DETAILED INFORMATION.
1' - 5"
Complete Millwork Services Inc. 405 Aldo Avenue Santa Clara, CA 95054 Office : 408.297.8579 Fax : 408.297.0652
GWB NIC
W-96
KEY PLAN
11' - 9"
SANTA CLARA OFFICE:
11' - 5"
pop-up store
W-96
2000 N Shoreline Blvd Mountain View, CA 94043
1/4" SHIM 1/2" CLEAT
1/4" SHIM 1/2" CLEAT
6"
1/2" SUBSTRATE
1 2"
GWB NIC
Complete Millwork Services Inc. 4909 Goni Road Suite A Carson City, NV 89706 Office : 775-246-0485 Fax : 775-246-7055 Email : cms@cmsrno.com
2"
CARSON OFFICE
NIC CEILING LINE
1/4" SHIM 1/2" CLEAT
36" x 48" Arch E -SHEET SIZE
"Your Millwork Solution Company"
Z:\2021\GOOGLE\CHARLESTON EAST PUBLIC CAFE & GREEN LOOP CORRIDOR - #4622-3\CMS - DRAWINGS\MW-8.0 - MERCH - FLEX POP UP 1S2-600D.dwg, 7/6/2022 11:04:22 AM, DWG To PDF.pc3
R
GWB NIC
5 1 3 16" 2" 4"
9" 116
As the Construction Administration (CA) Phase Lead, I bridged the gap between design intent and physical execution by navigating overlapping scopes and aligning general contractors, subcontractors, consultants, and the client. Using Revit and Navisworks, I spearheaded design integration, comprehensive documentation, and interdisciplinary clash detection.
03/15/21 15272 REV:
02
AI3-244 neighborhood partnership center
naviswork coordination
9
DWG
A
B2
STATE: NEW YORK
A2
B4
BATT
3A
Y
K
MSH
M C
SAN
CNC
BDS
PLOT
5/15/2026 10:52:06 PM
201F 201G 202 202A 203 204 205 205A 20060 20063
PLOT
1329 SF 87 SF 107 SF 556 SF 203 SF 149 SF
15 SF 150 SF 150 SF 150 SF 150 SF 150 SF
89 1 1 4 2 1
BUSINESS BUSINESS SHOP/VOCATIONAL SHOP/VOCATIONAL MECHANICAL/STORAGE FACTORY F-1 SHOP/VOCATIONAL BUSINESS 1171 SF BUSINESS MECHANICAL/STORAGE MECHANICAL/STORAGE
223 SF 233 SF 1162 SF FEC 395 SF 69 SF 216 SF 407 SF 211 SF 134 SF 21 SF
150 SF 150 SF 50 SF 50 SF 300 SF 50 SF 150 SF 150 SF 300 SF 300 SF
ASSEMBLY A-3 1332 SF
FACTORY F-1 259 SF
A2
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
BUSINESS - B 675 SF
BATT
CORNELL UNIVERSITY ITHACA, NEW YORK 14853
A2 1
CODE COMPLIANCE PLAN- LEVEL 01
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
K M
13,810 SF TOTAL
4
BUILDING ELEMENTS EXISTING PARTITION TO REMAIN
110 ARBORETUM RD, ITHACA, NY 14850 EQ-40
ARCH ##
EQ-30
EQ-32
DRP
ELEV
EQ-38
10070
EQ-42
EQ-41
EQ-44
WED
PUG ?
AM JOB NO.
5
PROJECT STATUS:
DATE ISSUED:
REQUIRED: BCNYS
MINIMUM WIDTH STAIRWAYS (by occupant load) STAIRWAYS (min width, add row if needed) DOORS OTHER COMPONENTS
0.3" PER OCCUPANT 44 INCHES 7 INCHES MAX ENCROACHMENT 0.2" PER OCCUPANT
1017.2
EXIT ACCESS TRAVEL DISTANCE OCCUPANCY B CORRIDORS WIDTH DEAD END CORRIDOR
300 FEET 44 INCHES 50 FEET
100% DD
2026.05.15 TABLE 1020.3 1020.5
1007.1.1 CODE COMPLIANCE SUMMARY 1006.3.3
EXIT SEPARATION DISTANCE (WHERE 2 EXITS REQ'D)
PUG MILL (FREESTANDING OR TABLETOP)
TABLE 1006.3.3
NUMBER OF EXITS PER STORY AREAS REQUIRING 2 EXITS AREAS REQUIRING 3 EXITS
1-500 OCCUPANTS 501-1000 OCCUPANTS
TABLE 1006.2.1
SPACES WITH A SINGLE EXIT OCCUPANT LOAD COMMON PATH OF TRAVEL DISTANCE
49 OCCUPANTS MAX 100 FEET MAX
OCCUPANCY CLASSIFICATION
CORRIDORS
ROOMS AND ENCLOSED SPACES
B
B
C
BUSINESS - B
B
C
C
FACTORY - F
EXIT ENCLOSURES AND EXIT PASSAGEWAYS
C
C
C
G100
ASSEMBLY - A-3
A3
© 2023 - ASHLEY MCGRAW ARCHITECTS COMMENTS:
FLOOR PLAN - LEVEL 01 - EQUIPMENT PLAN 3/16" = 1'-0"
THE INTERIOR FINISHES OF AREA CONTAINING OR SERVING MORE THAN ONE (1) OCCUPANCY SHOULD MEET THE MATERIAL CLASSIFICATION OF THE MOST RESTRICTIVE OCCUPANCY. ASTM E84 CLASSIFIES CLASS A, B AND C MATERIALS BY FLAME SPREAD RATING. THE FLAME SPREAD RATING FOR EACH MATERIAL CLASSIFICATION IS AS FOLLOWS:
2
• • •
103
REV. DATE
LOADING DOCK
EQ-45
6
ELEVATOR CONTROL 10071
CART
E
D
C
4
PROJECT STATUS:
DATE ISSUED:
EQUIPME LEVEL 0
B
F oo P an Leve 01 TRUE NORTH
3
CLASS A - 0-25 CLASS B - 26-75 CLASS C - 76-200
REV. NO.
STORAGE
6
INTERIOR FINISH FLAME SPREAD REQUIREMENTS BCNYS TABLE 803.13
REFER TO PLANS/ELEVATIONS FOR MATERIALS
EQ-33
EQ-43
MIN OF 1/3 OF DIAGONAL DIMENSION OF AREA SERVED
KEYED NOTES
FLOOR PLAN NOTES
BUSINESS - B 103 GenSF Recon Notes
NUM.
5
6
A
PROJECT NORTH
© 2023 - ASHL
C
EXISTING CONDITIONS MAY VARY FROM THOSE INDICATED. NOTIFY THE ARCHITECT IN WRITING OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK.
E
WHERE SPECIFIC NOTES CONFLICT WITH GENERAL NOTES, THE SPECIFIC NOTES SHALL GOVERN.
F
S VACUUM ARE TO REMAIN INJ WHERE NEWLY EXPOSED SURFACES EXPOSED IN THE COMPLETED WORK EMB STATION CONTRACTORS SHALL PATCH SURFACES WITH IN-KIND MATERIAL TO LIKE-NEW CONDITION, SUBJECT TO ARCHITECT’S APPROVAL.
EXPLORATION WORKSHOP EATDFOR = 147' ITEMS INDICATED REINSTALLATION SHALL INCLUDE TRIM,202ACCESSORIES, MOUNTING
HARDWARE, ETC., AS WELL AS IN-KIND PATCHING OF ADJACENT CONSTRUCTION DISTURBED DURING REMOVAL.
PLOT
K
WHERE ADJACENT SURFACESITAPPEAR FLUSH TO ONE ANOTHER IT IS INTENDED THAT THE 203 FACE OF THE FINISHES ARE ALIGNED UNLESS OTHERWISE INDICATED.
UP THESE AND OTHER REMEDIATION OF UNSATISFACTORY WORK DUE TO FAILURE TO FOLLOW GENERAL NOTES SHALL BE SUBJECT TO ARCHITECT’S APPROVAL, AND AT NO ADDITIONAL ELEC. CL LOUNGE STUDIO COST MEDIA TO THE OWNER. 20070 WHERE A DOOR IS LOCATED ADJACENT TO201A A PERPENDICULAR WALL, LOCATE THE DOOR WITH SIX (6) INCHES FROM THE FACE OF THE WALL TO THE INSIDE FACE OF THE DOOR FRAME
20060
OFFICE
ELEV
125 EAST J SYRACUSE 24213
OCCUPANCY COUNTS Level
COFFEE REF. ROBOT
IN THE 20020 ABSENCE OF DIMENSIONS LAYOUT OF ITEMS SHALL BE CENTERED IN A SPACE, EVENLY SPACED, ALIGNED WITH ADJACENT CONSTRUCTION, OR OTHERWISE SET TO KITCHENETTE LOGICAL 201D POINTS. WHERE ITEMS ARE INDICATED IN AN UNUSUAL OR ASYMMETRICAL MANNER VERIFY 139' INTENT WITH ARCHITECT BEFORE PROCEEDING WITH=WORK. EATD
L
A.9
CONSULTANT:
J
M
B.9
AM JOB NO.
201F
201
C.9
FURNITURE AND EQUIPMENT ARE NIC, UNLESS OTHERWISE NOTED.
FILT
CONTRACTORS SHALL BE RESPONSIBLE FOR CUTTING, PATCHING, AND TRIMMING REQUIRED TO INTEGRATE WORK WITH ADJACENT NEW WORK OR EXISTING CONDITIONS IN KEEPING WITH THE INTENDED INSTALLATION, DETAILS, AND ASSOCIATED FUNCTIONAL REQUIREMENTS, PCB TOILET MEDIUM COLLAB DN OR MAINTENANCE ACCESS FOR EQUIPMENT. VERIFY SUCH AS OPERATIONAL CLEARANCES (2-4 PERSON) 20021 201E WITH ARCHITECT SUCH CONDITIONS AND PROPOSED ACCOMMODATIONS PRIOR TO MAKING EXPLORATION ELECTRONICS WORKSHOP STAIR INSTALLATION. 20001
D.9
TYPICAL NOTE:
WHEN DURING THE COURSE OF THE WORK, EXISTING CONSTRUCTION INDICATED TO REMAIN FCU CRIBM PLOT IN-KIND MATERIAL TO BALCONY IS DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE WITH WORK AREATO THE OWNER, AND SUBJECT TO ARCHITECT’S 202A LIKE-NEW CONDITION, AT NO EXPENSE LARGE COLLAB (4-6 PERSON) 201G APPROVAL. PRNT
TOILET
E.9
E.9.6
ARCHITECT PRIOR TO BIDDING. CLARIFICATIONS ISSUED AFTER BIDDING SHALL NOT BE BASIS FOR ADDITIONAL COMPENSATION.
SM PRNT
N
NOTE
201C
ENTRY LOBBY VESTIBULE LAYOUT DIMENSIONS ARE TO FINISH FACE OF WALL ASSEMBLY AS SHOWN ON THE PARTITION 20042 20041SURFACES, UNLESS NOTED OTHERWISE SHEET, EXCLUSIVE OF DECORATIVE
69" DOUBLE DOOR 65" AVAIL. WIDTH 65"/0.2" = 325 CAP
Number
Name
REV. NO.
Occupancy Type
Occupant Load Factor
Area
REV. DESCRIPTION
INJ
VACUUM STATION
101 101A 101B 101C 102 102A 102B 103 10060 10061 10062 10071
MAKING EXPLORATION MAKING EXPLORATION ANNEX PROTOTYPING WOOD STUDIO CLAY STUDIO OPEN ASSEMBLY / PROTOTYPING SPRAY LIGHT METAL & JEWELRY SHOP STORAGE MECH ROOM JC ACCESS CONTROL ELEVATOR CONTROL
SHOP/VOCATIONAL SHOP/VOCATIONAL SHOP/VOCATIONAL SHOP/VOCATIONAL SHOP/VOCATIONAL SHOP/VOCATIONAL SHOP/VOCATIONAL MECHANICAL/STORAGE MECHANICAL/STORAGE MECHANICAL/STORAGE MECHANICAL/STORAGE MECHANICAL/STORAGE
1559 SF 383 SF 424 SF 356 SF 919 SF 102 SF 295 SF 814 SF 821 SF 54 SF 101 SF 16 SF
50 SF 50 SF 50 SF 50 SF 50 SF 50 SF 50 SF 300 SF 300 SF 300 SF 300 SF 300 SF
32 8 9 8 19 3 6 3 3G 1 1 1
LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02
201 201A 201B 201C 201D 201E
ASSEMBLY BUSINESS BUSINESS BUSINESS BUSINESS BUSINESS
1329 SF 87 SF 107 SF 556 SF 203 SF 149 SF
15 SF 150 SF 150 SF 150 SF 150 SF 150 SF
89 1 1 4 2 1
LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02
201F 201G 202 202A 203 204 205 205A 20060 20063
MAKING EXPLORATION OFFICE SOCIAL LOUNGE KITCHENETTE MEDIUM COLLAB (2-4 PERSON) LARGE COLLAB (4-6 PERSON) WORK AREA EXPLORATION WORKSHOP BALCONY IT ELECTRONICS WORKSHOP MEDIA STUDIO COLLABORATION ELEC. CL JC
BUSINESS BUSINESS SHOP/VOCATIONAL SHOP/VOCATIONAL MECHANICAL/STORAGE UP SHOP/VOCATIONAL BUSINESS BUSINESS MECHANICAL/STORAGE MECHANICAL/STORAGE
223 SF 233 SF 1162 SF 395 SF 69 SF 216 SF 407 SF 211 SF 134 SF 21 SF
150 SF 150 SF 50 SF 50 SF 300 SF 50 SF 150 SF 150 SF 300 SF 300 SF
2 2 24 8 1 5 3 2 1 1 241
2.9
BALCONY 202A
R
PCB
EQ-24
EQ-23
5
E.9.6
6
TOILET
EQ-19B EQ-19A EQ-19-SP
PROJECT STATUS:
DATE ISSUED:
EMB
EQ-14
EQ-16
EQ-14
SEAL:
EQ-20-FS
100% DD
EQ-19B EQ-19-SP
FILT
20021
NO N CO
EQ-19A
3D SP
3D
EXPLORATION WORKSHOP
EQ-19 & EQ-20 ON (2) ROWS OF SHELVING
2026.05.15 3D
3D SP
3D
3D
FCU
CRI
2
SAFETY STATION
202
ARCH NAME
3D
OWNER:
CORNELL UN ITHACA, NEW
2.1 BM
PLOT
EQ-6 EQ-8 EQ-9 EQ-12 EQ-5
G100
EQ-12
WORK AREA
EQ-4
EQ-10 PRNT
SM
PRNT
EQ-7
EQ-13
LARGE COLLAB (4-6 PERSON) 201F
EQ-10
201G 3
© 2023 - ASHLEY MCGRAW ARCHITECTSDN
MEDIUM COLLAB (2-4 PERSON) 201E
STAIR 20001
COFFEE ROBOT
TOILET
C
EQ-18
EQ-15
EQ-14
EQ-20
CODE COMPLIANCE SUMMARY
2.9
1/16" = 1'-0"
1
S
EQ-17
EQ-21 EQ-14 EQ-25
CODE COMPLIANCE PLAN- LEVEL 02 4
REV. DATE
Occupant Load
LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01
204
VIEW NUMBER SHEET NUMBER
101B
SB DC
EQ-39
CORNELL UNIVERSITY ITHACA, NEW YORK 14853
EQ-19A & EQ-19B & EQ-19B-SP ON (2) ROWS OF SHELVING
C1 A301
PROTOTYPING WOOD STUDIO
EQ-29-DC EQ-29 EQ-28
EQ-37
ARCH NAME
ELECTRONICS WORKSHOP
_____________________
CORNELL UNIVERSITY
ACCESS CONTROL
COMPONENT
3
Pa tia Roo P an
OR ON T F TI NO TRUC S N CO
101C
1005.1 1005.3.1 1011.2 1005.7.1 1005.3.2
SD
8 1 5 3 2 1 1 241
3D SP 3D SP 3D 3D 3D3D3D
A4 3
2
GLAZING TABLE, WITH STORAGE FOR TOOLS AND GLAZE; ALSO DISPLAY SAMPLES OF FINISHED GLAZING
CLAY STUDIO
SECTION
BUILDING OCCUPANCIES - LEVEL 02 D SHOULD CONFLICTS EXIST WITHIN THE CONSTRUCTION DOCUMENTS, VERIFY INTENT WITH
N
36' - 6" (NO INCREASE)
NEW
REV. DESCRIPTION a. MOST RESTRICTIVE OCCUPANCY SHOWN (A-3) PER 508.3.2
1/2" = 1'-0"
EXISTING CONDITIONS AND PERTINENT UTILITIES INDICATED ARE BASED ON FIELD OBSERVATIONS, SURVEYS, AND DOCUMENTATION OF PRIOR CONSTRUCTION, AS AVAILABLE. EXISTING DIMENSIONS INDICATED ARE APPROXIMATE AND SUBJECT TO CONTRACTOR'S VERIFICATION.
CNC
Y
BATT
LEVEL 01
1/16" = 1'-0"
2
2 2
PLOT
MSH
SAN
BDS
SR
PW PW PW
KILN KILN
E FILA EXT
STORAGE 103
CART
13,470 SF TOTAL
COMMENTS:
REV. DATE
BUSINESS - B 1084 SF
B
204
2
OWNER:
SAFETY STATION, TYP
GENERAL NOTES APPLY TO THE INTENDED WORK INCLUDED IN THE CONTRACT DOCUMENTS.
H
36' - 6"
10062
6
A
UP
EXISTING
SAFETY STATION
RECIRCULATING SINK; HOSE BIB ON WALL FOR REFILL
© 2023 - ASHLEY MCGRAW ARCHITECTS
UP
Key Name
G
28,500 SF/FLOOR
CLAY STORAGE BINS OR CABINET
NOTE: VERIFY REQUIREMENT AT TIME OF CONSTRUCTION FOR RENOVATIONS
EYE WASH 24 PTD
FLOOR AREAa Table 506.2
3
MEANS OF EGRESS
BUSINESS - B 231 SF
205
C
2.1
AHU
WALL SECTIONS
ASSEMBLY BUSINESS BUSINESS BUSINESS BUSINESS BUSINESS
4A
STORIES Table 504.4
SAFETY STATION
4
G100
SEAL:
75'
20020
JC
48'-5"
20063
EQ-2
3A
REF. KITCHENETTE 201D
MAKING EXPLORATION
110 ARBORETUM RD, ITHACA, NY 14850
VIEW NUMBER
SHEET NUMBER
A8 Ax.xx
_____________________
STORAGE 102
ARCH ##
RESCUE WINDOW
CORNELL UNIVERSITY
A4 Ax.xx
_____________________
ARCH NAME
BEEBE HALL MAKER HUB
A4 Ax.xx
_____________________
Autodesk Docs://Cornell University Beebe Hall Maker Hub Reno/24213_Cornell_ Beebe Hall Maker Hub Reno_R25.rvt
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
K
Y M
BUILDING SECTIONS
C
DRP
PUG ? WED
2
SHIPS LADDER
110 ARBORETUM RD, ITHACA, NY 14850
CORNELL UNIVERSITY
C1 A301
_____________________
LEVEL 02 LEVEL 02 LEVEL 02 ASSEMBLY LEVEL A-3 02 LEVEL 02 LEVEL 02 B 02 ABUSINESS -LEVEL LEVEL 02 LEVEL 02 FACTORY F-1 LEVEL 02
MAKING EXPLORATION OFFICE SOCIAL LOUNGE KITCHENETTE MEDIUM COLLAB (2-4 PERSON) LARGE COLLAB (4-6 PERSON) WORK AREA EXPLORATION WORKSHOP BALCONY IT ELECTRONICS WORKSHOP MEDIA STUDIO COLLABORATION ELEC. CL JC
10060
PERMITTED
Occupant Load
32 8 9 8 19 3 6 3 3 1 1 1
D
PROTOTYPING WOOD STUDIO 101B SB DC
HEIGHT IN FEET Table 504.3
101A
WIRE RACKS FOR VARIOUS STAGES: WET (WORK-IN-PROGRESS), GREENWARE (READY TO FIRE), GLAZING
BUILDING HEIGHT AND AREA
REV. NO.
Occupant Load Factor
MECH ROOM
6
BUILDING AREA DESIGNATION
MAKING EXPLORATION ANNEX
125 EAST10001 JEFFERSON STREET SYRACUSE, NEW YORK 13202
3D
VIEW NUMBER
CIRCULATION 119
ELEV 10070
NONSEPARATED MIXED USE
UP
STAIR
3D 3D
BUILDING ELEVATIONS
ACCESS CONTROL 10062
OWNER:
RW
201 201A 201B 201C 201D 201E
36" DOOR 32" AVAIL. WIDTH 32"/0.2" = 160 CAP
EATD = 95'
Y
2026.05.15
CODE COMPLIANCE SUMMARY
3D
UP
SHEET NUMBER
BEEBE HALL MAKER HUB
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
C
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
2.9
LEGEND- ROOF PLANS
A3
FE01 FEC13 (SURFACE MOUNTED)
SHIPS LADDER
E.9.6
OR ON T F TI NO TRUC S N CO
DOOR NUMBER
FEC11 (FULLY RECESSED)
CLAY STUDIO 101C
SEAL:
OCCUPANTS REQUIRED (EGRESS) FIRE RATING OF DOOR
FIRE EXTINGUISHERS
FEC12 (PARTIALLY RECESSED)
LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02
MECH ROOM 10060
OCCUPANTS SERVED (EGRESS)
168 32
20
000-1
MAKING EXPLORATION ANNEX 101A
EATD = 56'
MIXED-USE
MAKING EXPLORATION 101
3D SP
5/15/2026 10:51:27 PM
LEVEL 01 0"
CORRIDOR 10041
168 32
180
000-6
NFPA 13
100% DD
3A CONSULTANT:
3D
5/15/2026 10:51:40 PM
10060
168 32
120
000-5
Y
24213
R
MAKING EXPLORATION 101
ADDITION
FULLY SPRINKLERED
AM JOB NO.
50 SF 50 SF 50 SF 50 SF 50 SF 50 SF 50 SF 300 SF 300 SF 300 SF 300 SF 300 SF
10020 8 1 5 3 2 1 1 241
50 SF 300 SF 50 SF 150 SF 150 SF 300 SF 300 SF
JC
10061 DATE ISSUED:
FABRIC 3D
LADDER
GUARD RAIL
MECH ROOM
2.9
GUARD RAIL
168 32
90
000-4
STAIR 10001
SHOP/VOCATIONAL 395 SF MECHANICAL/STORAGE 69 SF SHOP/VOCATIONAL 216 SF II B NON-COMBUSTIBLE BUSINESS 407 SF BUSINESS 211 SF MECHANICAL/STORAGE 134 SF ONLY EXISTING BUILDINGS LEVEL 3 MECHANICAL/STORAGE 21 SF
ASSEMBLY - A-3
Area
MODERATE-HAZARD STORAGE
S-1
3
PROJECT STATUS:
DTG
10020
168 32
60
000-3
JC 10061
202 EXPLORATION WORKSHOP 202A BALCONY 203 IT CONSTRUCTION CLASSIFICATION 204 ELECTRONICS WORKSHOP EXISTING CONSTRUCTION 205 MEDIA STUDIO NEW CONSTRUCTION 205A COLLABORATION 20060 ELEC. CL (EBCNYS 604.1) CLASSIFICATION OF WORK 20063 JC
N/A (a)
(a.) PAINT BOOTH LOCATED WITHIN F OCCUPANCY (b.) AREA OF REFUGE NOT REQUIRED IN THIS PROJECT (c.) IN ALL OCCUPANCIES, HEAVY TIMBER COMPLYING WITH SECTION 2304.11 SHALL BE ALLOWED WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATING IS REQUIRED.
1559 SF 383 SF 424 SF 356 SF 919 SF 102 SF 295 SF 814 SF 821 SF 54 SF 101 SF 16 SF
E.9.6
9. NFPA 10, 2022 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS ROOM 10. NFPA 13, 2022 EDITION, STANDARD FOR INSTALLATION WOMEN'S OF SPRINKLER SYSTEMS
SEW
M
168 32
45
000-2
MEN'S ROOM 10020
LARGE COLLAB (4-6 PERSON)
10040
105
LAM
MEN'S ROOM
10041
ARCH ##
CORNELL UNIVERSITY ITHACA, NEW YORK 14853 A
BALCONY BELOW
CORRIDOR
168 32
20
000-1
Occupancy Type
SHOP/VOCATIONAL
I
MAKING EXPLORATION 101
UP
1
201F
VESTIBULE EQ-27, IN CONTRACT
CIRCULATION
2.9
10021 ASSEMBLY 1329 SF 15 SF 89 TO THE BEST OF THE REGISTERED DESIGN PROFESSIONAL'S KNOWLEDGE, BELIEF, AND BUSINESS 87 SF 150 SF 1 PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH BUSINESS SF YORK STATE. 150 SF 1 THE 2025 UNIFORM CODE OF107 NEW BUSINESS 556 SF 150 SF 4 CORRIDOR BUSINESS 203 SF 150 SF 2 DESCRIPTION 10041 BUSINESS 149 SF 150 SF 1 MODERATE-HAZARD FACTORY INDUSTRIAL F-1 BUSINESS 223 SF 150 SF 2 BUSINESS B BUSINESS 233 SF 150 SF 2 ASSEMBLY MEN'S 24 ROOM A-3 SHOP/VOCATIONAL 1162 SF 50 SF
SECONDARY OCCUPANCIES 201G WORK AREA
TOOL VM
EQ-3
SEW
OWNER:
WOMEN'S ROOM 10021
4 HR FIRE RATING
88" DOUBLE DOOR 84" AVAIL. WIDTH 84"/0.2" = 420 CAP
VESTIBULE 10040
EATD = 44'
CIRCULATION 105
MAKING EXPLORATION OFFICE SOCIAL LOUNGE KITCHENETTE MEDIUM COLLAB
PRIMARY OCCUPANCY (2-4 PERSON)
TOOL VM
FCU
AHU
ARCH NAME
CONSULTANT:
201E
201D CRITERIA
CORNELL UN ITHACA, NEW
REV. DESCRIPTION SPRAY
SEW
GUARD RAIL
LEVEL 02 14'-0"
G
3 HR FIRE RATING
201 201A 201B 201C
UNIFORM CODE STATEMENT
REV. DATE
Occupant Load
SHOP/VOCATIONAL 1559 SF 50 SF 32 SHOP/VOCATIONAL 383 SF 50 SF 8 SHOP/VOCATIONAL 424 SF 50 SF 9 SHOP/VOCATIONAL 356 SF 50 SF 8 CORNELL BEEBE HALL SHOP/VOCATIONAL 919 HUB SF 50 SF 19 2.9 MAKER SHOP/VOCATIONAL 102 SF 50 SF 3 1. BUILDING CODE OF NEW YORK STATE, 2025 SHOP/VOCATIONAL 295 SFOF NEW YORK STATE, 50 SF 2025 6 2. EXISTING BUILDING CODE MECHANICAL/STORAGE 814 SF 300 SF 3 3. ENERGY CONSERVATION CODE OF NEW YORK STATE, 2025 4. FIRE CODE OF NEW YORK MECHANICAL/STORAGE 821 SFSTATE, 2025 300 SF 3 5. MECHANICAL CODE OF NEW YORK STATE, 2025 MECHANICAL/STORAGE 54 SF 300 SF 1 6. PLUMBING CODE OF NEW YORK STATE, 2025 MECHANICAL/STORAGE SF NFPA 70, 2023 300 SF 1 7. NATIONAL ELECTRIC 101 CODE, MECHANICAL/STORAGE 16 SF VERSION OF ANSI 300 SF 1 8. NEW YORK STATE AMENDED A117.1 (2017 EDITION)
ADDITION (EBCNYS CHAPTER 11)
N/A (b)
5
MAKING EXPLORATION MAKING EXPLORATION ANNEX PROTOTYPING WOOD STUDIO CLAY STUDIO
102A SPRAY GOVERNING CODES 102B LIGHT METAL & JEWELRY SHOP 103 STORAGE 10060 MECH ROOM 10061 JC 10062 ACCESS CONTROL 10071 ELEVATOR CONTROL
OWNER:
2
GK
102A
Occupant Load Factor
Area
SEW
A3 A401
CURB BLOCKING - THE CONTRACTOR SHALL REMOVE WITH CARE ALL EXISTING ROOF HATCHES, MECHANICAL VENTILATORS, SKYLIGHTS, ETC. AND RAISE THE ASSOCIATED CURBS OF EQUIPMENT TO BE REINSTALL
Ax.xx
LIGHT METAL & JEWELRY SHOP 102B
TOOLTOOL VM VM
SPRAY 102A
43" DOOR 39" AVAIL. WIDTH
UP
125 EAST JEFFERSON STREET39"/0.2" = 195 CAP SYRACUSE, NEW YORK 13202
2 HR FIRE RATING
_____________________
1 HR
SEW
1 HR FIRE RATING
204
1 HR
INCIDENTAL USES PAINT SHOP LOCATED IN OCCUPANCIES OTHER THAN F
101 101A 101B 101C
102 SUMMARY OPEN ASSEMBLY / PROTOTYPING CODE
REV. NO.
Occupancy Type
UP
DTG FABRIC 3D
1/4" = 1'-0"
OPEN ASSEMBLY / PROTOTYPING 102
EATD = 53'
.5 HR FIRE RATING
ELECTRONICS WORKSHOP
AREAS OF REFUGE
SEW
EW SECTION LOOKING SOUTH
C
K
MRF
1 HR
TABLE 509
FCU
101
FLATBED CUTTING
0 HR
1 HR
COMPLY WITH NYSBC FOR NEW STRUCTURES
B4 E 1/16" = 1'-0"
1/16" = 1'-0"
0 HR
1009.6.4
Name
LAM
C1
MAKING EXPLORATION
BUILDING OCCUPANCIES - LEVEL 01
SAND SBL DC BL
SEAL:
20020
SHAFTS, 2-3 STORIES
MAKING EXPLORATION
SEW
101A
INSULATION CRICKETS - THE CONTRACTOR SHALL PROVIDE CRICKETS BEHIND ALL OBSTRUCTIONS TO WATER FLOW WHICH ARE WIDER THAN TWO FEET. BACK SLOPES OF CRICKETS SHALL BE TWICE THAT OF THE ADJACENT ROOF SLOPE.
ELECTRICAL DEVICES - UNLESS INDICATED OTHERWISE, THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING LIGHT FIXTURES, ANTENNAS, SATELLITE DISHES AND SIMILAR DEVICES TO PERFORM THE ROOF REPLACEMENT WORK. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.
B2
RCGK
TOILET
Number
101
SEW
MAKING EXPLORATION ANNEX
I
J
PLOT
STORAGE S-1 836 SF
DISTANCE- BETWEEN FIRE EXTINGUISHERS
DOOR IN RATED WALL - SEE DOOR SCHED.
N/A
OCCUPANCY F
1
A.9
OR ON T F TI NO TRUC S N CO
2 HR
2 HR
CORRIDORS
OCCUPANCY COUNTS
Level
ENTRY LOBBY 20042
TEMPORARY PARTITION
UPPER ENTRY 20'-0 1/2"
2 HR
HORIZONTAL ASSEMBLIES (i.e. horizontal barriers)
TABLE 1020.2
LEVEL 01 101B PROTOTYPING WOOD STUDIO SHOP/VOCATIONAL THE EXISTING HEIGHTS AND AREASLEVEL HAZARD IS 4 (B OCCUPANCY); F-1 AND S-1 OCCUPANCIES SHOP/VOCATIONAL 01 LEVEL 101C CLAY STUDIO HAVE AN INCREASED HAZARD LEVELLEVEL OF 3; 01 A-3 (ASSEMBLY) OCCUPANCY HAS AN /INCREASED HAZARD SHOP/VOCATIONAL 102 OPEN ASSEMBLY PROTOTYPING LEVEL OF 2 LEVEL 01 102A SPRAY SHOP/VOCATIONAL LEVEL 01 HAZARD 102B LEVELLIGHT & JEWELRY SHOP SHOP/VOCATIONAL THE EXISTING EXPOSURE OF EXTERIOR WALLS IS 3 (BMETAL OCCUPANCY); A (ASSEMBLY) LEVEL 01OF 3; F-1 103AND S-1 OCCUPANCIES STORAGE OCCUPANCY HAS THE SAME HAZARD LEVEL HAVE AN INCREASED MECHANICAL/STORAGE HAZARD LEVEL OF 2 LEVEL 01 10060 MECH ROOM MECHANICAL/STORAGE LEVEL 01 10061 JC MECHANICAL/STORAGE ADDITION HEIGHT AND AREA INCREASE ARE WITHIN AMOUNTS PERMITTED IN NYSBC CHAPTER 5 LEVEL 01 10062 ACCESS CONTROL MECHANICAL/STORAGE 01 BY ADDITION 10071 IS ELEVATOR CONTROLREINFORCED TO MECHANICAL/STORAGE ALL STRUCTURE SUPPORTING AND LEVEL AFFECTED BEING ADEQUATELY
FACTORY F-1 3901 SF
DISTANCE- EGRESS PATH
A1 A301
F om s nception he des gn was d ven by he n eg ation o a p om nen connective ea u e s a case n tia exp o ation ocused on n oduc ng a new open ng nea he add tion benea h he c e es o y vo ume howeve p oh b tive budge estima es p omp ed he sea ch o an a e native so u tion Subsequen s uc u a and code ana ys s evea ed ha because bo h he fi s and second floo s ma n a n wo d stinc means o eg ess he ex sting one hou fi e a ed enc osed ex s a was no onge s c y equ ed o eme gency eg ess Th s flex b y a owed he des gn eam o open he enc osu e and conve s a n o an open commun cating ea u e s a case D
ELEV 20070
DISTANCE- COMMON PATH OF TRAVEL
B.9
FIRE BARRIERS (vertical)
711.2
NOTES:
LEVEL 01
LOUNGE 201C
BUILDING ELEMENTS
C.9
4
3D 3D3D 3D 3D SP
PLUMBING VENTS - EXISTING PLUMBING VENTS/ STACKS THAT WILL NOT EXTEND A MINIMUM OF 1'-0" ABOVE THE HEIGHT OF THE NEW ROOF SYSTEM SHALL BE EXTENDED AS PART OF THE WORK. COORDINATE MATERIALS WITH THE ARCHITECT PRIOR TO EXECUTION.
1102.1 / 1102.2
1103
LASER LC FE CUTTER
ROOF DRAINS - EXISTING ROOF DRAINS ARE TO REMAIN UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PROVIDE NEW MATCHING CLAMPS, BOLTS AND/OR STRAINERS WHERE THE EXISTING ARE MISSING OR DAMAGED. THE CONTRACTOR (ALONG WITH OWNER'S PROJECT REPRESENTATIVE) SHALL INSPECT ALL ROOF DRAIN LEADERS TO CONFIRM POSITIVE WATER FLOW PRIOR TO THE START OF WORK AND FOLLOWING THE COMPLETION OF THE WORK.
H
D.9
1/16" = 1'-0"
5
FLAM
G
B 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
E.9
707.3.10
THE EXISTING MEANS OF EGRESS HAZARD LEVEL IS 4 (B OCCUPANCY); F-1 AND S-1 OCCUPANCIES 01 101A MAKING EXPLORATION HAVE THE SAME HAZARD LEVEL OF LEVEL 4; A (ASSEMBLY) OCCUPANCY HAS HIGHER HAZARDANNEX LEVEL OF 3 SHOP/VOCATIONAL
PATH NUMBER PATH DISTANCE PATH
11'-1"
N/A
OCCUPANT LOAD HAS NOT INCREASED BY MORE THAN 20%; PLUMBING FIXTURE COUNT IS IN COMPLIANCE WITH NYSBC TABLE 2902.1 LEVEL 01
4
NOTE
N
3 HR
713.4
CODE COMPLIANCE PLAN- LEVEL 02
B
Autodesk Docs://Cornell University Beebe Hall Maker Hub Reno/24213_Cornell_ Beebe Hall Maker Hub Reno_R25.rvt
MSH MBR
SAN
CNC
BDS
KILN
SR
PW PW PW
FILA EXT
To m n m ze acoustic d s uption o he sound sens tive med a s ud o he a hand ng un was s a eg ca y e oca ed away om s o g na y des gned pos tion on o he oo o BUILDING he SECTION no NOTES h po tion o he bu d ng Th s pos tion ng CODE COMP pa ed w h s uc u a pa ape moun ed a p o ection a sLEGENDancho ed d PLANS ec y n o he s ud am ng beh nd he b ck venee effective y m n m zes he v s b y o mechan ca equ pmen om bo h he uppe and owe app oach v ews
3
FIRE WALLS (incl. notes a and b)
LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02
VERTICAL OPENINGS
ALL NEW WORK COMPLIES WITH ECCNYS
1/16" = 1'-0"
2
706.4
[provide notes from structural engineer indicating compliance with this section]
CODE COMPLIANCE PLAN- LEVEL 02
1/16" = 1'-0"
_____________________
STAIR
D
OFFICE 201A
VESTIBULE 20041
EXISTING PARTITION TO REMAIN
LOADING - THE CONTRACTOR SHALL AVOID EXCESSIVE LOADING OF THE BUILDING ELEMENTS 20001 WHEN PLACING AND HANDLING ROOFING MATERIALS AND EQUIPMENT. ROOF LOADING DURING CONSTRUCTION SHOULD NOT EXCEED THE STRUCTURAL DESIGN LOAD OF 55 POUNDS PER SQUARE FOOT.
201
ELEC. CL 20060
CONSULTANT:
DECK INSPECTION - WHERE THE SCOPE OF WORK INVOLVES THE TOTAL REMOVAL OF THE EXISTING ROOF SYSTEM TO THE EXISTING DECK. THE CONTRACTOR SHALL INSPECT THE DECK WHEN EXPOSED FOR DISTRESS OR DETERIORATION. IF DISTRESS OF DETERIORATION IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER'S REPRESENTATIVE.
MAKING EXPLORATION F
KITCHENETTE 201D
EATD = 139'
FACTORY F-1
CODE COMPLIANCE PLAN- LEVEL 01
0 HR 0 HR
1011.5
MBR
C
0 HR
1009.1
COFFEE REF. ROBOT
FLAM
201D
20001
N/A N/A 0 HR
0 HR (c)
WORK RESULTS IN CHANGE OF OCCUPANCY AND COMPLIES WITH THE ENTIRETY OF EBCNYS CHAPTER 10
1011.7
N/A
RE-ROOFING TO COMPLY WITH BCNYS CHAPTER 15.
69" DOUBLE DOOR 65" AVAIL. WIDTH 65"/0.2" = 325 CAP
A2
EXTERIOR > 30 FT
LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02
0 HR 0 HR
1 HR 0 HR 0 HR
FLOOR CONSTRUCTION – INCLUDING BEAMS & JOISTS
1001
1011.6
MEDIUM COLLAB (2-4 PERSON) 201E
MAKING EXPLORATION 201
0 HR (c)
Name
EGRESS COMPLIES WITH ALL REQUIREMENTS INCLUDING QUANTITY OF EXISTS, FIRE PROTECTION, SIGNAGE, AND ILLUMINATION
STORAGE S-1
RESCUE WINDOW
E.9.6
LARGE COLLAB (4-6 PERSON) 201F
TOILET 20020
MEDIA STUDIO 205
CART
69" DOUBLE DOOR
AVAIL. WIDTH SPRINKLERS 65" REQUIRED: Y 65"/0.2" = 325 CAP
ALTERATION LEVEL 3
UP
STORAGE 103
STORAGE 102
0.60
PRNT SM PRNT
707 / 810 / 907
C
ROOF CONSTRUCTION – INCLUDING BEAMS & JOISTS
ENTRY LOBBY 601 20042
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
M C
FE01
RW
DRP
N/A PLOT
FCU CRIBM
WORK AREA 201G
TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2025 ENERGY CONSERVATION TOILET CODE OF NEW YORK STATE AND THE 2025 BUILDING CODE OF DNNEW YORK STATE 20021
706 / 806 / 906
REQUIRED RATING
C
EXTERIOR > 10 FT < 30 FT
COMPLIANT FIRE PROTECTION IS PROVIDED TO ALL AREAS OF THE BUILDING
IT 203
PUG ? WED
FEC13 (SURFACE MOUNTED)
FEC12 (PARTIALLY RECESSED)
SB DC
ELEV 10070
E
KILN
ACCESS CONTROL 10062
FILT
705.1
C
EXTERIOR 201C >5 FT < 10 FT
ELEV 20070
TABLE
ELECTRIFICATION REQUIRED: Y
5/15/2026 10:52:08 PM
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
Y
K
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
5/15/2026 11:00:31 PM
FIRE EXTINGUISHERS
FEC11 (FULLY RECESSED)
36" DOOR 32" AVAIL. WIDTH 32"/0.2" = 160 CAP
PROTOTYPING WOOD STUDIO 101B
CKITCHENETTE PRIMARY STRUCTURAL 201D FRAME – COLUMNS, C GIRDERS, HEAVY TRUSSES
Number
FLAM
OCCUPANTS REQUIRED (EGRESS) FIRE RATING OF DOOR
PCB
204
EATD = 95'
CIRCULATION 119
0.43
0.63
SEW
EATD = 56'
EMB
0.30
3D SP 3D SP 3D 3D 3D3D3D
R
MAKING EXPLORATION 101
CLAY STUDIO 101C
0.34
BALCONY 202A
GLAZED DOORS (SWING) UP
ENERGY CODE COMPLIANCE STATEMENT
MECH ROOM 10060
N/A (a)
EXPLORATION WORKSHOP 202
ELECTRONICS WORKSHOP STAIR (a.) NEW CONSTRUCTION (ENTRY ADDITION) IS ENTIRELY WITHIN FOOTPRINT OF CONDITIONED SPACE BELOW
MAKING EXPLORATION ANNEX 101A
704 / 805 / 905
BUILDING ELEMENT COFFEE B REF. ROBOT
LOUNGE
OFFICE 201A
VESTIBULE 20041
FLOODPLAIN: NO
CHAPTER 6-12: WORK AREA COMPLIANCE METHOD 703 / 803 / 904
S
SEW
STAIR 10001
CORRIDOR 10041
000-6
DOOR NUMBER
A
UP
MEN'S ROOM 10020
FIXED
MAKING EXPLORATION 101
JC 10061
WOMEN'S ROOM 10021
SEW
20
N/A
F-0.52
OPERABLE
88" DOUBLE DOOR 84" AVAIL. WIDTH 84"/0.2" = 420 CAP
VESTIBULE 10040
CLASS A - 0-25 CLASS B - 26-75 CLASS C - 76-200
22 STANDARD SPACE 2 ADA SPACE
A4
0.34
EATD = 147'
GLAZING SYSTEMS
RCGK
TOOLTOOL VM VM
EATD = 44'
CIRCULATION 105
ELEC. CL 20060
MEDIA STUDIO 205
• • •
EXISTING BUILDING CODE SUMMARY 3 COMPLIANCE PATH WORK AREA COMPLIANCE: CHAPTERS 6-12
INJ
SECTION
OCCUPANCY COUNTS
Level
LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 PROVIDED LEVEL 01 RATING LEVEL 01 LEVEL 01 LEVEL 01 0 HR LEVEL 01
ROOMS AND ENCLOSED SPACES
TABLE 601
Bu d ng Occupancy P ans T ans tion ng om s cu en s ng e B Bus ness occupancy c ass fication he enova ed make space n oduces a mu ti occupancy ayou a o ed o d stinc p og am unctions The ma n second floo make and p esen ation OCCUPANCY TYPES OCCUPANCY TYPES space s c ass fied unde an A Assem b y occupancy wh e he heav e du y ab cation zones on bo h he fi s A4 and second floo s a e des gna ed as F Fac o y occupanc es The ema n ng med a and co abo ation spaces ma n a n a B Bus ness occupancy GENERAL DRAWINGS NOTES c ass fication SLAB ON GRADE - UNHEATED
LIGHT METAL & JEWELRY SHOP 102B
B
2. SITE PLAN REVIEW AND APPROVAL WILL BE OBTAINED FOR EXTERIOR ALTERATIONS TO BUILDING.
0.028
VACUUM STATION
FLOORS
1 PER 500 SF
LEVEL 02
0.44
0.030
B
C EATD = 139'
1. FOR ADDITION SCOPE OF PROJECT, ZONING VARIANCE FOR SPECIAL PERMIT USE WILL BE OBTAINED.
DTG FABRIC 3D
FLATBED CUTTING
SPRAY 102A
43" DOOR 39" AVAIL. WIDTH 39"/0.2" = 195 CAP
OCCUPANTS SERVED (EGRESS)
000-1
- FEET
ALLOWED CONSTRUCTION TYPES [I,II,III,IV,V][A,B]
FCU
168 32
180
60 FEET - FEET
ROOFS INSULATION ENTIRELY ABOVE ROOF DECK MRF
C
50 FEET
N/A
0.37
1/16" = 1'-0"
GARAGE DOOR - SINGLE ROW OF GLAZING - NO MORE THAN 25% DOOR AREA
SAND SBL DC BL
-%
N/A (a)
0.31
OPAQUE DOORS - SWINGING DOOR
1/16" = 1'-0"
- SF 10%
PARKING indicate criteria here such as "1 per 1,000 sf"
(2-4 PERSON)
EXIT ENCLOSURES AND REQUIREMENTS IN HOURS 201E CORRIDORS EXIT PASSAGEWAYS MAKING EXPLORATION
RC
2.1
24213
1-500 OCCUPANTS 501-1000 OCCUPANTS 49 OCCUPANTS MAX 100 FEET MAX
201
EQ-46
AM JOB NO.
BEARING WALLS TABLE 36'-6" 601 INTERIOR BEARING WALLS 0 HR IT - SF THE INTERIOR FINISHES OF AREA 203 CONTAINING OR SERVING MORE THAN ONE (1) OCCUPANCY SHOULD MEET EXTERIOR BEARING WALLSTHE MATERIAL CLASSIFICATION OF THE 0 HR MOST RESTRICTIVE OCCUPANCY. 13,810 SF TABLE UP NONBEARING WALLS (F-1) TO BE CONFIRMED ASTM E84 CLASSIFIES CLASS A, B AND C MATERIALS BY FLAME705.5 SPREAD RATING. THE FLAME SPREAD RATING FOR EACH MATERIAL CLASSIFICATION IS EXTERIOR < 5 FT 2 HR -% AS FOLLOWS:
30 FEET
0.051
C-0.119
STAIR 20001
EQ-35
ARCH NAME
LARGE COLLAB (4-6 PERSON) 201F
PRNT SM PRNT
102B
EQ-47
INTERIOR FINISH FLAME SPREAD REQUIREMENTS BCNYS TABLE 803.13 FIRE RESISTANCE RATINGS TOILET MEDIUM COLLAB DN
NO N CO
LIGHT METAL & JEWELRY SHOP
EMERGENCY SHOWER/ EYE WASH COMBO UNIT
EQ-27
FILT
PLOT
WORK AREA 201G
EQ-22-FE
102
MIN OF 1/3 OF DIAGONAL DIMENSION OF AREA SERVED
COMMENTS:
ENERGY CODE: [ECCCNYS 2025]
2 BUILDING OCCUPANCIES - LEVEL 02
PCB
R
40 FEET
PROVIDED U - FACTOR
CODE COMPLIANCE PLAN- LEVEL0.052 01
FCU CRIBM
103 CART
ABOVE GRADE WALL - METAL FRAMED
OPAQUE DOORS - NONSWINGING DOOR
UP
REAR: STORAGE
STORAGE 102
NOTES:
LAM
168 32
120
DRP
SETBACKS
SPACES WITH A SINGLE EXIT 3D SP 3D SP OCCUPANT LOAD 3D 3D 3D 3D3D COMMON PATH OF TRAVEL DISTANCE
BALCONY 202A
SEAL:
EQ-34
SAFETY STATION
LAYOUT DIMENSIONS ARE TO FINISH FACEPER OFSTORY WALL ASSEMBLY AS SHOWN ON THE PARTITION 1006.3.3 NUMBER OF EXITS SHEET, EXCLUSIVE OF DECORATIVE SURFACES, UNLESS NOTED OTHERWISE EXPLORATION WORKSHOP TABLE 1006.3.3 EATD = 147'AREAS REQUIRING 2 EXITS 202 AREAS REQUIRING 3 EXITS TABLE 1006.2.1
BUSINESS FRONT: -B 1084 SF SIDE:
ASHRAE CLIMATE ZONE: 5A
U - FACTOR PER ECCCNYS 2025 TABLE C402.1.2 & C402.5
BELOW GRADE WALL 1/16" = 1'-0"
UP
000-5
COUNTY: TOMPKINS
- SF
IMPERVIOUS COVERAGE
SB DC
EXTERIOR WALL SYSTEMS
BUILDING OCCUPANCIES - LEVEL 011
D
168 32
90
000-4
KILN
FEC13 (SURFACE MOUNTED) STORAGE S-1 836 SF
RESCUE WINDOW
RW
38'
PROTOTYPING WOOD STUDIO MAX. COVERAGE 101B
UP
BUSINESS - B 103 SF
MAX. HEIGHT MIN. SITE AREA MAX. BLDG AREA
2
CIRCULATION 119
PUG ? WED
SEW
168 32
60
000-3
168 32
CLAY STUDIO 2 101C
BUILDING ENVELOPE REQUIREMENTS
3D 3D3D 3D 3D SP
168 32
45
000-2
1
2 6
KILN
FE01
FEC12 (PARTIALLY RECESSED)
ALLOWABLE USE
EATD = 95' ASSEMBLY A-3 1332 SF
FILA EXT
FEC11 (FULLY RECESSED)
1
EATD = 56' 241
BUSINESS - B 675 SF
LASER LC FE CUTTER
168 32
20
000-1
MECH ROOM 2 10060
6
N/A
1 PER101400
121
FIRE EXTINGUISHERS
By e ocating he ex sting ans o me o he owe g ound eve he des gn ec a ms p me g ound eve space o a new conc e e pad ded ca ed o exh b ting s uden a wo k S mu aneous y an ex e o pe o a ed sc een p ov des an n eg a ed b and ng oppo un y wh e effective y sc een ng he ooftop mechan ca equ pmen om v ew DOOR IN RATED WALL - SEE DOOR SCHED.
231 SF MAKING EXPLORATION
CORRIDOR 10041
a. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF REQUIRED WATER CLOSETS IN ASSEMBLY AND EDCUATION OCCUPANCIES. ELEV b. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50% OF REQUIRED WATER CLOSETS IN ALL OTHER OCCUPANCIES. ACCESS CONTROL 10070 c. FIXTURE COUNTS DETERMINED BY BCNYS CHAPTER 29 10062
EATD = 53'
4 HR FIRE RATING
2
TOTAL PROVIDED FIXTURES
STAIR 10001
1 PER 100
121
NOTES:
OPEN ASSEMBLY / PROTOTYPING 102
3 HR FIRE RATING
FACTORY F-1 2 259 SF
TOTAL REQUIRED FIXTURES
MALE
MEN'S ROOM 10020
121
SR
000-6
FACTORY F-1
DOOR NUMBER
FLAM
Autodesk Docs://Cornell University Beebe Hall Maker Hub Reno/24213_Cornell_ Beebe Hall Maker Hub Reno_R25.rvt
000-5
121
PW PW PW
000-4
3901 SF OCCUPANTS SERVED (EGRESS)
OCCUPANTS REQUIRED (EGRESS) FIRE RATING OF DOOR
FEMALE
1 PER 100 a,b OCCUPANCY
168 32
180
MAKINGDISTRICT EXPLORATION ANNEX 101A
E
000-3
168 32
20
000-1
E A
FLAM
KITCHENETTE
MBR
5/15/2026 11:00:31 PM
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A
000-2
168 32
120
PCU
LICENSED ARCHITECT OR ENGINEER. Autodesk Docs://Cornell University Beebe Hall Maker Hub Reno/24213_Cornell_ Beebe Hall Maker Hub Reno_R25.rvt
000-1
FACTORY - F
168 32
90
SERVICE SINKS
N
OPEN ASSEMBLY / PROTOTYPING
G
300 FEET 44 INCHES 50 FEET DTG FABRIC 3D
168 32
60
TUBS / SHOWERS
STATION
20021 OCCUPANCY TOWN OF ITHACA - LDR (OUTSIDE UNA BOUNDARY) ELECTRONICS WORKSHOP CLASSIFICATION 204 BUSINESS B-1 TOILET ASSEMBLY - A-3 20020 REQUIREMENT PROPOSED 36" DOOR BUSINESS - B 32" AVAIL. HIGHER EDUCATION (UPONWIDTH RECEIPT OF HIGHER EDUCATION 32"/0.2" = 160 CAP FACTORY - F SPECIAL USE PERMIT)
MUNICIPALITY
DRINKING UP -B FOUNTAINS FEMALE BUSINESS
OTHER COMPONENTS
WITH SIX (6) INCHES FROM FACE OF DISTANCE THE WALL TO THE INSIDE OF THES DOOR EMB FRAME VACUUM INJ (WHERE 1007.1.1 EXITTHE SEPARATION 2 EXITSFACE REQ'D) SEW
168 32
45
VESTIBULE 10040
ZONING SUMMARY
MAKING EXPLORATION 101
1005.3.2
EQ-22
EQ-31
0.3" PER OCCUPANT 44 INCHES 7 INCHES MAX ENCROACHMENT 0.2" PER OCCUPANT
REMEDIATION OF UNSATISFACTORY WORK DUE TO FAILURE TO FOLLOW THESE AND OTHER
MRF
EQ-36
EQ-26 EQ-26-DC
REQUIRED: BCNYS
1017.2 ACCESS TRAVEL DISTANCE APPROVAL, AND AT NO ADDITIONAL GENERAL NOTES SHALLEXIT BE SUBJECT TO ARCHITECT’S COST TO THE OWNER. OCCUPANCY B TABLE 1020.3 CORRIDORS WIDTH 1020.5 DEAD END CORRIDOR WHERE A DOOR IS LOCATED ADJACENT TO A PERPENDICULAR WALL, LOCATE THE DOOR
SEW
168 32
20
11'-1"
E
L
M
SEW
DISTANCE- BETWEEN FIRE EXTINGUISHERS
MALE
DOOR IN RATED WALL - SEE DOOR SCHED.
FACTORY EATD = 44' F-1 1171 SF
CIRCULATION 105
JC PER BCNYS TABLE 2902.1 AND NOTES BELOW
WOMEN'S ROOM 10061 LAVATORIES WATER CLOSETS 10021
CLASSIFICATION
4 HR FIRE RATING
B2
DISTANCE- EGRESS PATH
11'-1"
PLUMBING FIXTURE COUNT REQUIREMENTS FACTORY F-1
88" DOUBLE DOOR 84" AVAIL. WIDTH 84"/0.2" = 420 CAP
STAIRWAYS (by occupant load)
LAM
DISTANCE- COMMON PATH OF TRAVEL
BUSINESS - B
3 HR FIRE RATING
TOOLTOOL VM VM
1005.3.1
SEW
PATH NUMBER PATH DISTANCE PATH
UP
2 HR FIRE RATING
11'-1"
PROTECTION - THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT THE ADJACENT ROOF SURFACES. ADJACENT ROOF SURFACES MAY CURRENTLY BE UNDERA A MANUFACTURER'S WARRANTY - THE CONTRACTOR SHALL VERIFY CONDITIONS. ANY WORK DONE AFFECTING ADJACENT SURFACES SHALL BE BY AUTHORIZED PERSONNEL, USING MATERIALS AND METHODS ACCEPTABLE BY THE WARRANTOR. OBTAIN APPROVALS, INSPECTIONS AND DOCUMENTATION AS NECESSARY TO SUBSTANTIATE ACCEPTANCE.
LIGHT METAL & JEWELRY SHOP 102B
EATD = 53'
SPRAY 102A
43" DOOR 39" AVAIL. WIDTH 39"/0.2" = 195 CAP
FLAM
LEGEND- CODE COMP PLANS
ASSEMBLY A-3
DISTANCES
D
IN THE ABSENCE OF DIMENSIONS LAYOUT OF ITEMS SHALL BE CENTERED IN A SPACE, SECTION COMPONENT EVENLY SPACED, ALIGNED WITH ADJACENT CONSTRUCTION, OR OTHERWISE SET TO LOGICAL POINTS. WHERE ITEMS ARE INDICATED IN AN UNUSUAL OR ASYMMETRICAL MANNER VERIFY 1005.1 MINIMUM WIDTH INTENT WITH ARCHITECT BEFORE PROCEEDING WITH WORK.
1/16" = 1'-0"
D
EQ-43
SBL DC FLATBED CUTTING
CORNELL UNIVERSITY ITHACA, NEW YORK 14853
NOTE: VERIFY REQUIREMENT AT TIME OF CONSTRUCTION FOR RENOVATIONS
J
3D 3D3D 3D 3D SP
C
NUM.
E
MRF
RCGK
1 HR FIRE RATING
FACTORY F-1
ROOF PLAN NOTES
OPEN ASSEMBLY / PROTOTYPING 102
OCCUPANCY TYPES
.5 HR FIRE RATING
FLATBED CUTTING
LASER LC FE CUTTER
TEMPORARY PARTITION
OCCUPANCY TYPES
FLAM
SAND SBL DC BL
1
SAND BL
ARCH ##
OWNER:
1011.2ADJACENT SURFACES STAIRWAYS width, rowANOTHER if needed) IT IS INTENDED THAT THE WHERE APPEAR(min TOadd ONE BUILDINGKOCCUPANCIES - LEVEL 02 FLUSH FACE OF THE FINISHES AREDOORS ALIGNED UNLESS OTHERWISE INDICATED. 1005.7.1
B4
ALL STRUCTURE SUPPORTING AND AFFECTED BY ADDITION IS BEING ADEQUATELY REINFORCED TO COMPLY WITH NYSBC FOR NEW STRUCTURES
1103
EXISTING PARTITION TO REMAIN
1
FIELD VERIFICATION - THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE EXTENT OF THE WORK PRIOR TO SUBMISSION OF A BID.
LEVEL 01
ADDITION HEIGHT AND AREA 1/16"INCREASE = 1'-0" ARE WITHIN AMOUNTS PERMITTED IN NYSBC CHAPTER 5
1102.1 / 1102.2
DISTANCE- BETWEEN FIRE EXTINGUISHERS
BUILDING OCCUPANCIES - LEVEL 01
ARCH NAME
103 SF
CONTRACTORS SHALL BE RESPONSIBLE FOR CUTTING, PATCHING, AND TRIMMING REQUIRED TO INTEGRATE WORK WITH ADJACENT NEW WORK OR EXISTING CONDITIONS IN KEEPING WITH THE INTENDED INSTALLATION, DETAILS, AND ASSOCIATED FUNCTIONAL REQUIREMENTS, SUCH AS OPERATIONAL CLEARANCES OR MAINTENANCE ACCESS FOR EQUIPMENT. VERIFY WITH ARCHITECT SUCH CONDITIONS AND PROPOSED ACCOMMODATIONS PRIOR TO MEANS OF EGRESS INSTALLATION.
CORNELL UNIVERSITY
THE EXISTING EXPOSURE OF EXTERIOR WALLS HAZARD LEVEL IS 3 (B OCCUPANCY); A (ASSEMBLY) OCCUPANCY HAS THE SAME HAZARD LEVEL OF 3; F-1 AND S-1 OCCUPANCIES HAVE AN INCREASED HAZARD LEVEL OF 2
13,810 SF TOTAL
675a.SF MOST RESTRICTIVE OCCUPANCY SHOWN- (A-3) APPROVAL. BUSINESS B PER 508.3.2
CONSULTANT:
CLASS A - 0-25 CLASS B - 26-75 CLASS C - 76-200
CONSTRUCTION
1011.7
2
• • •
125 EAST JE SYRACUSE
FOR
THE EXISTING HEIGHTS AND AREAS HAZARD LEVEL IS 4 (B OCCUPANCY); F-1 AND S-1 OCCUPANCIES HAVE AN INCREASED HAZARD LEVEL OF 3; A-3 (ASSEMBLY) OCCUPANCY HAS AN INCREASED HAZARD LEVEL OF 2
13,470 SF TOTAL
A.9
NOT
1011.6
28,500 SF/FLOOR
2
BUSINESS - B COMMENTS: LIKE-NEW CONDITION, AT NO EXPENSE TO THE OWNER, AND SUBJECT TO ARCHITECT’S I
STORAGE S-1 836 SF
3
ASTM E84 CLASSIFIES CLASS A, B AND C MATERIALS BY FLAME SPREAD RATING. THE FLAME SPREAD RATING FOR EACH MATERIAL CLASSIFICATION IS AS FOLLOWS:
B.9
CORNELL UNIVERSITY
THE EXISTING MEANS OF EGRESS HAZARD LEVEL IS 4 (B OCCUPANCY); F-1 AND S-1 OCCUPANCIES HAVE THE SAME HAZARD LEVEL OF 4; A (ASSEMBLY) OCCUPANCY HAS HIGHER HAZARD LEVEL OF 3
1084 SF
NEW 36' - 6"INDICATED (NO INCREASE) WHEN DURING THE COURSE OF THE WORK, EXISTING CONSTRUCTION TO REMAIN UP IS DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE WITH IN-KIND MATERIAL TO
H
OR ON T F TI NO TRUC NS O C
FLOOR AREAa Table 506.2
C.9
MSH
1011.5
STORIES Table 504.4
D.9
MBR
OCCUPANT LOAD HAS NOT INCREASED BY MORE THAN 20%; PLUMBING FIXTURE COUNT IS IN COMPLIANCE WITH NYSBC TABLE 2902.1
E.9
CNC
11'-1"
B
WORK RESULTS IN CHANGE OF OCCUPANCY AND COMPLIES WITH THE ENTIRETY OF EBCNYS CHAPTER 10
E.9.6
FURNITURE AND EQUIPMENT ARE NIC, UNLESS OTHERWISE NOTED.
THE INTERIOR FINISHES OF AREA CONTAINING OR SERVING MORE THAN ONE (1) OCCUPANCY SHOULD MEET THE MATERIAL CLASSIFICATION OF THE MOST RESTRICTIVE OCCUPANCY.
SAN
DISTANCE- EGRESS PATH
1001 1009.1
Table 504.3
C
TYPICAL NOTE:
COMMENTS:
BATT
11'-1"
ITEMS INDICATED FOR REINSTALLATION SHALL INCLUDE TRIM, ACCESSORIES, MOUNTING PERMITTED 75' DISTURBED HARDWARE, ETC., AS WELL AS IN-KIND PATCHING OF ADJACENT CONSTRUCTION ASSEMBLY - A-3 BUSINESS - B DURING REMOVAL. EXISTING 36' - 6"
C
C
C
LC FE
DISTANCE- COMMON PATH OF TRAVEL
(a.) NEW CONSTRUCTION (ENTRY ADDITION) IS ENTIRELY WITHIN FOOTPRINT OF CONDITIONED SPACE BELOW
G
SEAL:
ASSEMBLY A-3 1332 SF
C
C
BDS
ENERGY CODE COMPLIANCE STATEMENT
WHERE NEWLY EXPOSED SURFACES ARE TO REMAIN EXPOSED IN THE COMPLETED WORK BUILDING HEIGHT AND AREA CONTRACTORS SHALL PATCH SURFACES WITH IN-KIND MATERIAL TO LIKE-NEW CONDITION, SUBJECTAREA TO ARCHITECT’S BUILDING DESIGNATIONAPPROVAL. HEIGHT IN FEET
B
B
FACTORY - F
PW
DISTANCES
TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, BELIEF, AND PATHPLANS NUMBER PROFESSIONAL JUDGEMENT, THESE & SPECIFICATIONS ARE IN COMPLIANCE WITH THEPATH 2025 ENERGY CONSERVATION DISTANCE CODE OF NEW YORK STATE AND THE 2025 BUILDING CODE OF PATH 11'-1" NEW YORK STATE
WHERE SPECIFIC NOTES CONFLICT WITH GENERAL NOTES, THE SPECIFIC NOTES SHALL
F
ROOMS AND ENCLOSED SPACES
CORRIDORS
B
BUSINESS - B
PW
ALL NEW WORK COMPLIES WITH ECCNYS
E
GOVERN. FACTORY F-1 259 SF
EXIT ENCLOSURES AND EXIT PASSAGEWAYS
ASSEMBLY - A-3
PW
0.60
[provide notes from structural engineer indicating compliance with this section]
707 / 810 / 907
NONSEPARATED MIXED USE
E
0.63
706 / 806 / 906
OCCUPANCY CLASSIFICATION
NFPA 13
Y
FILA EXT
N/A
N/A (a)
ALLOWED WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATING IS REQUIRED.
RE-ROOFING TO COMPLY WITH BCNYS CHAPTER 15.
INTERIOR FINISH FLAME SPREAD REQUIREMENTS BCNYS TABLE 803.13
EXISTING BUILDINGS ONLY
Y
SHOULD CONFLICTS EXIST WITHIN THE CONSTRUCTION DOCUMENTS, VERIFY INTENT WITH 231 SF ARCHITECT PRIOR TO BIDDING. CLARIFICATIONS ISSUED AFTER BIDDING SHALL NOT BE BASIS
MIXED-USE FOR ADDITIONAL COMPENSATION.
FACTORY F-1 (b.) AREA OF REFUGE NOT REQUIRED IN THIS PROJECT 3901(c.)SFIN ALL OCCUPANCIES, HEAVY TIMBER COMPLYING WITH SECTION 2304.11 SHALL BE
EGRESS COMPLIES WITH ALL REQUIREMENTS INCLUDING QUANTITY OF EXISTS, FIRE PROTECTION, SIGNAGE, AND ILLUMINATION
BUSINESS - B
FULLY SPRINKLERED
D
SR
0.30
0.43
E N/A (b)
1 HR
(a.) PAINT BOOTH LOCATED WITHIN F OCCUPANCY
NOTES:
1 HR
1 HR
PLOT
N/A (a)
0.34
LEGEND- CODE COMP PLANS
INCIDENTAL USES PAINT SHOP LOCATED IN OCCUPANCIES OTHER THAN F
LEVEL 3
EXISTING CONDITIONS MAY VARY FROM THOSE INDICATED. NOTIFY THE ARCHITECT IN
WRITING OF DISCREPANCIES THE CONTRACT ADDITION ADDITION (EBCNYS CHAPTER 11) BETWEEN EXISTING CONDITIONS AND DOCUMENTS BEFORE PROCEEDING WITH THE WORK.
1 HR
LASER CUTTER
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
F-0.52 GLAZING SYSTEMS
OPERABLE
TABLE 509
CLASSIFICATION OF WORK (EBCNYS 604.1)
FACTORY F-1 C 0 HR
0 HR
SHAFTS, 2-3 STORIES AREAS OF REFUGE
COMPLIANT FIRE PROTECTION IS PROVIDED TO ALL AREAS OF THE BUILDING
704 / 805 / 905 705.1
SLAB ON GRADE - UNHEATED
OCCUPANCY F VERTICAL OPENINGS
1009.6.4
49 OCCUPANTS MAX 100 FEET MAX
PLOT
Size: 13,000 SF
CORRIDORS
2 HR N/A
BEEBE HALL MAKER HUB
0.028
TABLE 1020.2
OBSERVATIONS, SURVEYS, AND DOCUMENTATION OF PRIOR CONSTRUCTION, AS AVAILABLE. EXISTING II BAND SUBJECT 1171 NON-COMBUSTIBLE SF TO CONTRACTOR'S EXISTINGCONSTRUCTION DIMENSIONS INDICATED ARE APPROXIMATE NEW CONSTRUCTION VERIFICATION.
BUSINESS - B
2 HR
1-500 OCCUPANTS N 501-1000 OCCUPANTS
CONSULTANT:
EXISTING CONDITIONS AND PERTINENT UTILITIES INDICATED ARE BASED ON FIELD CONSTRUCTION CLASSIFICATION FACTORY F-1
KILN
0.030
FIRE BARRIERS (vertical) HORIZONTAL ASSEMBLIES (i.e. horizontal barriers)
B
KILN
ALTERATION LEVEL 3
2 HR
707.3.10
A
MIN OF 1/3 OF DIAGONAL DIMENSION OF AREA SERVED
KEYED NOTES
NOTE EAST JEFFERSON STREET SPACES WITH A SINGLE EXIT 125 TABLE 1006.2.1 OCCUPANT LOAD SYRACUSE, NEW YORK 13202 COMMON PATH OF TRAVEL DISTANCE
NUM.
BUSINESS B ASSEMBLY A-3 GENERAL NOTES APPLY TO THE INTENDED WORK INCLUDED IN THE CONTRACT DOCUMENTS. MODERATE-HAZARD STORAGE S-1
110 ARBORETUM RD, ITHACA, NY 14850
WORK AREA COMPLIANCE: CHAPTERS 6-12
CHAPTER 6-12: WORK AREA COMPLIANCE METHOD 703 / 803 / 904
N/A
FLOOR PLAN NOTES
MODERATE-HAZARD FACTORY INDUSTRIAL
F-1
BEEBE HALL MAKER HUB
COMPLIANCE PATH
0.34
0 HR
ASSEMBLY A-3
3 HR
711.2
PRIMARY OCCUPANCY
NUMBER OF EXITS PER STORY AREAS REQUIRING 2 EXITS AREAS REQUIRING 3 EXITS
CONSTRUCTION
N/A
0.44
0 HR (c)
ROOF CONSTRUCTION – INCLUDING BEAMS & JOISTS
713.4
NOTES OCCUPANCY TYPESGENERAL DRAWINGS Key Name Gen Recon Notes
EXIT SEPARATION DISTANCE (WHERE 2 EXITS REQ'D)
1006.3.3 TABLE 1006.3.3
FOR
0.37
0 HR
300 FEET 44 INCHES 50 FEET
1007.1.1
NOT
OPAQUE DOORS - SWINGING DOOR
GARAGE DOOR - SINGLE ROW OF GLAZING - NO MORE THAN 25% DOOR AREA
2 HR FIRE RATING
C
SPRINKLERS REQUIRED: Y
2. SITE PLAN REVIEW AND APPROVAL WILL BE OBTAINED FOR EXTERIOR ALTERATIONS TO BUILDING.
EXISTING BUILDING CODE SUMMARY
1 HR FIRE RATING
EXISTING EQUIPMENT - ALL EXISTING ROOF PENETRATIONS, EQUIPMENT AND ACCESSORIES ARE "EXISTING TO REMAIN" UNLESS INDICATED OTHERWISE. FIELD VERIFY COMPATIBILITY OF ANY NEW EQUIPMENT SIZES WITH THE EXISTING OPENINGS - NOTIFY ARCHITECT OF ANY DISCREPENCIES.
ELECTRIFICATION REQUIRED: Y
1. FOR ADDITION SCOPE OF PROJECT, ZONING VARIANCE FOR SPECIAL PERMIT USE WILL BE OBTAINED.
N/A
.5 HR FIRE RATING
EXISTING CONDITIONS - INFORMATION SHOWN PERTAINING TO EXISTING CONDITIONS IS BASED ON VISUAL INSPECTION AND EXISTING CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER. ANY DISCREPENCIES DISCOVERED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. DESCRIPTIONS AND DETAILS OF EXISTING CONDITIONS MAY VARY FROM THOSE INDICATED.
FLOODPLAIN: NO
0.31
TEMPORARY PARTITION
B
FIRE WALLS (incl. notes a and b)
OPAQUE DOORS - NONSWINGING DOOR
EXISTING PARTITION TO REMAIN
A
706.4
0.051
BUILDING ELEMENTS
GENERAL ROOFING NOTES
22 STANDARD SPACE 2 ADA SPACE
N/A (a)
FLOORS
B
E
FLOOR CONSTRUCTION – INCLUDING BEAMS & JOISTS
0.052
ROOFS
SECONDARY OCCUPANCIES
TABLE 601
TABLE 1020.3 1020.5
EXIT ACCESS TRAVEL DISTANCE OCCUPANCY B CORRIDORS WIDTH DEAD END CORRIDOR
CORNELL UNIVERSITY
ALLOWED CONSTRUCTION TYPES [I,II,III,IV,V][A,B]
NOTES:
0 HR
- FEET
0.3" PER OCCUPANT 44 INCHES 7 INCHES MAX ENCROACHMENT 0.2" PER OCCUPANT
1017.2
CONSTRUCTION
PROVIDED U - FACTOR
DESCRIPTION
MINIMUM WIDTH STAIRWAYS (by occupant load) STAIRWAYS (min width, add row if needed) DOORS OTHER COMPONENTS
FOR
STORAGE S-1
ENERGY CODE: [ECCCNYS 2025]
CRITERIA
EXTERIOR > 30 FT
- FEET
FACTORY F-1
TO THE BEST OF THE REGISTERED DESIGN PROFESSIONAL'S KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2025 UNIFORM CODE OF NEW YORK STATE.
N/A N/A 0 HR
COMPONENT
1005.1 1005.3.1 1011.2 1005.7.1 1005.3.2
NOT
60 FEET
1 PER 500 SF
UNIFORM CODE STATEMENT
N/A
1 HR 0 HR 0 HR
REQUIRED: BCNYS
SECTION
110 ARBORETUM RD, ITHACA, NY 14850
50 FEET
0 HR
2 HR
EXTERIOR >5 FT < 10 FT
CORNELL UNIVERSITY
40 FEET
REAR:
0 HR
EXTERIOR < 5 FT
NONBEARING WALLS (F-1)
EXTERIOR > 10 FT < 30 FT
OCCUPANCY TYPES
30 FEET
SIDE:
EXTERIOR BEARING WALLS TABLE 705.5
BEEBE HALL MAKER HUB
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
-%
C-0.119
INSULATION ENTIRELY ABOVE ROOF DECK
11'-1"
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
TO BE CONFIRMED
-%
BELOW GRADE WALL
Location: Ithaca, NY
11'-1"
201
CORRIDOR 20040
4 IT
COLLABORATION
203
205A
LOUNGE
?
201C
?
4A
UP
PARTITION EXISTING DOOR TO REMAIN 4A C5 A310
INFILL ROOF TO MATCH ADJACENT
D4 A401
UPPER ENTRY 20'-0 1/2"
24213
(REFER TO PLUMBING DRAWINGS)
27'-9"
201
REV. NO.
C2 A302
_____________________
SCUPPER (REFER TO PLUMBING DRAWINGS) DECORATIVE METAL SCREEN SYSTEM
A
A1
NS SECTION LOOKING WEST 1/4" = 1'-0"
1
2
ELEV 10070
ROOF SYSTEM - X1
X
6 OPEN ASSEMBLY / PROTOTYPING
MAKING EXPLORATION
L
H
101
102
MAKING EXPLORATION ROOF ELEVATION CHANGE MARKER
METAL PANEL ROOF SYSTEM STANDING SEAM METAL ROOF PANELS, 3/4" EXTERIOR GRADE PLYWOOD SHEATHING, 6" POLYISO INSULATION, VAPOR BARRIER, 1/2" EXTERIOR GRADE GYPSUM SHEATHING, 2" TONGUE AND GROOVE WOOD DECKING (SEE STRUCTURAL)
101
A1 A301
_____________________
LEVEL 01 E 0"
A
CONSTRUCTION
103
ROOF AREA -
AM JOB NO.
PROJECT STATUS:
DATE ISSUED:
3
1
4 2
3
5
4
6
LEVEL 02 Code Comp ance P ans The eg ess p an demons a es wo n dependen code comp an means o eg ess om bo h he fi s and second floo s C uc a y ve y ng hese wo emo e ex pa hs on he second floo p ov ded he egu a o y ustification o e m na e he fi e a ed enc osu e a he ex sting s a case seam ess y conve ting n o an open a ch ec u A130 a ea u e
G100
5 AM JOB NO.
REV. NO.
100% DD
2026.05.15
D
C
B
A301 5 © 2023 - ASHLEY MCGRAW ARCHITECTS
TRUE NORTH
6
PROJECT NORTH
REV. DATE
PROJECT STATUS:
DATE ISSUED:
REV. DESCRIPTION
100% DD
2026.05.15
ROOF PLAN
© 2023 - ASHLEY MCGRAW ARCHITECTS
REV. DATE
ENTRY LOBBY 20042
6 VESTIBULE
24213
REV. NO.
6
ROOF OF SOUTH ENTRY ADDITION
FOR
STORAGE
117
NEW ROOF SYSTEM TAG
_____________________
To accommoda e d ffe entia move men continuous s uc u a expans on o n s a e n eg a ed be ween he new SECTIONSo shaft and he ex sting conc e BUILDING e e eva bu d ng s c e es o y wa as we as a ong he p ma y n e ace be ween he new add tion and he ex sting s uc u e NOT
SERVICE VAULT
Autodesk Docs://Cornell University Beebe Hall Maker Hub Reno/24213_Cornell_ Beebe Hall Maker Hub Reno_R25.rvt
EX-A
C2 A302
REV. DESCRIPTION
1 1/4" / 12"
SLOPE DN
LEVEL 02 14'-0"
EXISTING ROOF SYSTEM TAG
REV. DATE
CONSTRUCTION
SCUPPER AND DOWNSPOUT MAKING EXPLORATION
SC1
5
AM JOB NO.
FOR
202
NOT
EXPLORATION WORKSHOP
OVERFLOW DRAIN (REFER TO PLUMBING DRAWINGS)
20070
20041
CONSTRUCTION
11'-1"
A1 A302
_____________________
_____________________
ROOF DRAIN (REFER TO PLUMBING DRAWINGS)
SD1
ELEV
201A
ROOF WALK MATS/PADS
OD
201B
B
FULLY-ADHERED MEMBRANE ROOF SYSTEM EPDM MEMBRANE, COVER BOARD, 6" POLYISO INSULATION, VAPOR BARRIER, SUBSTRATE BOARD ON 1 1/2" METAL DECKING
A1 A302
_____________________
TAPERED INSULATION (CRICKET) UNDERNEATH ROOFING SYSTEM (HATCHED AREA)
RD
B
SOCIAL
6
A E
A3
D
C
B
FLOOR PLAN - LEVEL 02 - EQUIPMENT PLAN 3/16" = 1'-0"
F oo P an Leve 02
TRUE NORTH
1
2
3
PROJECT STATUS:
DATE ISSUED:
EQUIPM LEVEL 0
FOR
12"
20070
20060
DOOR TAG (DOOR #) DOOR TAG (ROOM #)
MINIMUM REQUIRED SLOPE (PLANE OF ROOF ENCLOSING TAIL OF ARROW)
3/8" /
20042
ELEC. CL
205
4
5
6
NOT
" / 12
ELEV
MEDIA STUDIO
OFFICE
MINIMUM REQUIRED SLOPE- THIS RIDGE OR VALLEY (PARALLEL TO ARROW HEAD)
1/8"
B
ENTRY LOBBY
________________________________________
Autodesk Docs://Cornell University Beebe Hall Maker Hub Reno/24213_Cornell_ Beebe Hall Maker Hub Reno_R25.rvt
101-2
DOOR
Autodesk Docs://Cornell University Beebe Hall Maker Hub Reno/24213_Cornell_ Beebe Hall Maker Hub Reno_R25.rvt
K
- SF 13,810 SF
10%
IMPERVIOUS COVERAGE
ABOVE GRADE WALL - METAL FRAMED
DISTANCES
Y
- SF - SF
MAX. COVERAGE
BUILDING ELEMENTS
As project architect, I directed design development, code analysis, and document coordination while serving as the primary design and technical advisor between clients and consultants. I developed multiple spatial, furniture, and equipment fitouts that helped clients refine their vision and successfully aligned project goals.
M
MIN. SITE AREA MAX. BLDG AREA
CONSTRUCTION
ASHRAE CLIMATE ZONE: 5A
EXTERIOR WALL SYSTEMS
C
1102.1 / 1102.2 PRIMARY STRUCTURAL FRAME – COLUMNS, GIRDERS, HEAVY TRUSSES 1103 BEARING WALLS INTERIOR BEARING WALLS
PARKING indicate criteria here such as "1 per 1,000 sf"
U - FACTOR PER ECCCNYS 2025 TABLE C402.1.2 & C402.5
Year: 2026
TABLE 601
FOR
COUNTY: TOMPKINS
TABLE 601
36'-6"
FRONT:
Client: Cornell University STATE: NEW YORK
BUILDING ELEMENT
HIGHER EDUCATION
38'
SETBACKS
BUILDING ENVELOPE REQUIREMENTS
STORAGE S-1
C
2
1011.7
SECTION
PROPOSED
HIGHER EDUCATION (UPON RECEIPT OF SPECIAL USE PERMIT)
NOTE: VERIFY REQUIREMENT AT TIME OF CONSTRUCTION FOR RENOVATIONS
NOT
2
(a.) NEW CONSTRUCTION (ENTRY ADDITION) IS ENTIRELY WITHIN FOOTPRINT OF CONDITIONED SPACE BELOW
REQUIREMENT
MAX. HEIGHT
CORNELL UNIVERSITY ITHACA, NEW YORK 14853
MEANS OF EGRESS
M
6
BUSINESS B-1
ALLOWABLE USE
PLOT
6
a. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF REQUIRED WATER CLOSETS IN ASSEMBLY AND EDCUATION OCCUPANCIES. b. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50% OF REQUIRED WATER CLOSETS IN ALL OTHER OCCUPANCIES. c. FIXTURE COUNTS DETERMINED BY BCNYS CHAPTER 29
DISTRICT
THE EXISTING HEIGHTS AND AREAS HAZARD LEVEL IS 4 (B OCCUPANCY); F-1 AND S-1 OCCUPANCIES HAVE AN INCREASED HAZARD LEVEL OF 3; A-3 (ASSEMBLY) OCCUPANCY HAS AN INCREASED HAZARD CORNELL BEEBE HALL MAKER HUB CODE SUMMARY LEVEL OF 2 1. BUILDING CODE OF NEW YORK STATE, 2025 GOVERNING CODES 2. EXISTING BUILDING CODE OF NEW YORK STATE, 2025 THE EXISTING EXPOSURE OF EXTERIOR WALLS HAZARD LEVEL IS 3 (B OCCUPANCY); A (ASSEMBLY) 3. ENERGY CONSERVATION CODE OF NEW YORK STATE, 2025 OCCUPANCY HAS THE PROVIDED SAME HAZARD LEVEL OF 3; F-1 AND S-1 OCCUPANCIES HAVE AN INCREASED REQUIRED 4. FIRE CODE OF NEW YORK STATE, 2025 HAZARD LEVEL OF 2 RATING RATING 5. MECHANICAL CODE OF NEW YORK STATE, 2025 6. PLUMBING CODE OF NEW YORK STATE, 2025 ADDITION HEIGHT AND AREA INCREASE ARE WITHIN AMOUNTS PERMITTED IN NYSBC CHAPTER 5 7. NATIONAL ELECTRIC CODE, NFPA 70, 2023 0 HR (c) 0 HR ALL STRUCTURE SUPPORTING AND AFFECTED BY ADDITION IS BEING ADEQUATELY REINFORCED TO 8. NEW YORK STATE AMENDED VERSION OF ANSI A117.1 (2017 EDITION) 9. NFPA 10, 2022 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS COMPLY WITH NYSBC FOR NEW STRUCTURES 10. NFPA 13, 2022 EDITION, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 0 HR 0 HR
FLAM
K
1
THE EXISTING MEANS OF EGRESS HAZARD LEVEL IS 4 (B OCCUPANCY); F-1 AND S-1 OCCUPANCIES HAVE THE SAME HAZARD LEVEL OF 4; A (ASSEMBLY) OCCUPANCY HAS HIGHER HAZARD LEVEL OF 3
1011.6
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
TOTAL PROVIDED FIXTURES
NOTES:
GLAZED DOORS (SWING)
Y
SERVICE SINKS
N/A
1
FIXED
M
TUBS / SHOWERS
241
2
Firm: Ashley McGraw Architects
E
D
C
DRINKING FOUNTAINS 1 PER 400
121
2
1011.5
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
K
Y M C
FEMALE
1 PER 100 121
2
0.60
TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2025 ENERGY CONSERVATION CODE OF NEW YORK STATE AND THE 2025 BUILDING OF FIRE CODE RESISTANCE RATINGS NEW YORK STATE REQUIREMENTS IN HOURS
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
MALE
121
2
5/15/2026 11:00:31 PM
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
FEMALE
1 PER 100 a,b 121
TOWN OF ITHACA - LDR (OUTSIDE UNA BOUNDARY)
FCU
Beebe Hall’s current surge and office spaces will be renovated into a new Maker Hub. Planned by the College of Human Ecology (CHE) and funded by private donors with an $8 million budget, the hub will provide openaccess facilities and tools for students of all majors.
MALE
OCCUPANCY
TOTAL REQUIRED FIXTURES
0.63
MUNICIPALITY
PCU
FACTORY - F
LAVATORIES
ENERGY CODE COMPLIANCE STATEMENT
ZONING SUMMARY
PER BCNYS TABLE 2902.1 AND NOTES BELOW
WATER CLOSETS
PCU
Cornell Beebe Hall Maker Hub
CLASSIFICATION
PCU
GLAZED DOORS (SWING)
PLUMBING FIXTURE COUNT REQUIREMENTS
PROJECT NORTH
A
© 2023 - ASH
Syracuse University Catholic Center
Firm: Ashley McGraw Architects Client: Syracuse University Year: 2024 Location: Syracuse, NY Size: 17,000 SF
7
8
9
10
1
G3
CONSULTANT:
1"
E
6"
INSULATION
H
4" MIN MA X
VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING
3 1/4" COMPOSITE NAILER
5/8" EXTERIOR GYPSUM SHEATHING
2 1/2" CFMF FRAMING @ 16" O.C.
VAPOR BARRIER
3 1/4" COMPOSITE NAILER PANEL
2" POLYISO INSULATION
1 1/2" METAL DECKING
7MM VAPROSHIELD DRAINAGE MATRIX
1/2" EXTERIOR GYPSUM SHEATHING
B
POLYCARBONATE CLADDING ASSEMBLY
2 1/2" CFMF @ 16 O.C.
ALIGN
INTERIOR OF
1" CANOPY. NO TERRA COTTA RAINSCREEN CLADDING VALLEY TRIM
TERRA COTTA METAL TRIM ON BLOCKING CLADDING.
3 1/4" COMPOSITE NAILER PANEL
5
MEMBRANE FLASHING
6
1 1/2" = 1'-0"
F4
A-120
BIM 360://Syracuse University Catholic Center/22104 - SU Catholic Center_Arch - V21.rvt
1 1/2" = 1'-0"
5/8" EXTERIOR GYPSUM SHEATHING
STRUCT.
06/07/24 02/09/24
EXTERIOR DETAILS
E
2'
© 2024 - ASHLEY MCGRAW ARCHITECTS
6" CFMF @ 16 O.C.
D8
ROOF BELOW
1 1/2" METAL DECK, REFER TO STRUCTURAL
A
SECTION - GRAVEL STOP AT TERRA COTTA 1 1/2" = 1'-0"
A3
1 1/2" = 1'-0"
3 1/4" COMPOSITE NAILER PANEL 1'
G7
3
1 1/2" = 1'-0"
PLAN - METAL ROOF VALLEY 1 1/2" = 1'-0"
A-132
A1
A6
T.O. EXIST ROOF VIF +12' - 2 3/4"
2'
ATAS CONTINUOUS CLEAT COPING
3 5/8"
F
D8
1
2
3
E1
EQ
A-201
3.1
3.1
4
A3 A-122
SECTION - GRAVEL STOP TERRA COTTA- HIGH PLANAT - FIRST FLOOR 1/8" = 1'-0"
10' - 0"
5
T.O. EXIST ROOF VIF +12' - 2 3/4"
H
AM JOB NO.
CL DOOR
2' - 6" TPO MEMBRANE ON 1/2" COVER BOARD
METAL SOFFIT
TYP
2' - 6"
SU JOB NO.
22104
17365
REV. NO. CL DOOR
REV. DATE
SEAL: SEAL:
J
GLASS CANOPY
1 1/2" METAL DECK, REFER TO STRUCTURAL
2' - 6"
2' - 6"
TYP
TYP
3' - 1 1/8"
3.1
3' - 1 1/8"
4
SECTION - PARAPET AT CURTAIN WALL
3 6 17365
101B-1
117-1
118-1
120-1
120-3
121-1 199V-1
VARIES
199VA 33 SF
10' - 2"
SF-01
C
J 8' - 8"
5
G7
13' - 1"
12' - 11"
1 A1
F201
E1
A-301
A-201
PLAN - REFELCTED CEILING - NORTH WALL 1/4" = 1'-0"
1
2
3
3.1
5' - 7"
4
15' - 5 5/8"
5
PLAN - FIRST FLOOR 3
1/8" = 1'-0"
103-1
198L 641 SF
SF-21 STUDENT ENTRANCE / VESTIBULE 199L 777 SF
199V-2
D1 198L-1
A-301
A4
3' - 1 1/8"
SF-02
B7
5
6
9' - 3"
A-402
A-202
FUTURE STUDENT STUDY LOUNGE 106
44' - 1"
8" VIF
D6
A-301
WORK POINT
6
6
7
7
8
7
0'
4'
ALUMINUM BACK PAN
5 8
9
0'
1'
D
28' - 10"
SF-15
17365 REV. DATE
1"
SLOPE E
25' - 4"
1" TYP 12 GAUGE HANGAR WIRE, TYP.
DATE ISSUED:
E
06/07/24
15/16" HEAVY DUTY T BAR
E
F4
VARIES
TYP. PLYBOO CEILING SUSPENSION
8' - 0" TYP. LENGTH A
ENLARGED CEILING PLANS AND DETAILS
1" TYP
4' -
P. TY 0" B TH NG LE
E
VARIES
VARIES
ACOUSTIC PLYBOO PANEL LINEAR SOUND LS12 , DIRECT ATTACHMENT WITH CEILING CLIPS I VARIES
STRUCTURE BEYOND
F9
SECTION - EAST CLERESTORY GABLE CEILING 1" = 1'-0"
STRUCTURE BEYOND 2 1/2" CFMF FRAMING @ 16" O.C., BEYOND
LINE OF 5/8" GYP SHEATHING BEYOND
LENGTH C ONLY: 3/4" EDGE GRAIN PLYBOO PANEL WD-2 BONDED ON CEMENT BOARD AND SUBSTRATE, SUSPENDED
ACOUSTIC PLYBOO PANEL LINEAR SOUND LS12 , DIRECT ATTACHMENT WITH CEILING CLIPS
LEVEL 5 FINISH 5/8" GWB, PNT-1
A-121
PTD GWB PNT-1
5
2
SECTION - PLYBOO TERMINATION AT WEST END
F1
A8 7
1/4" = 1'-0"
1" = 1'-0"
PLAN - REFLECTED CEILING - SOUTH WALL 1/4" = 1'-0" 2 1/2" METAL STUD
E
8 10' - 0"
© 2024 - ASHLEY MCGRAW ARCHITECTS 3/4" SOLID WOOD TRIM, WD-4
LEVEL 5 FINISH 5/8" GWB, PNT-1
LINE OF 5/8" GYP SHEATHING BEYOND 2 1/2" CFMF FRAMING @ 16" O.C., BEYOND
1" = 1'-0"
GWB CEILING
B
10
10
24'
10
3/4" EDGE GRAIN PLYBOO PANEL ON Z-CLIP BEYOND
6
2'
16'
SU JOB NO.
REV. NO.
CROSS BRACING AS REQ'D
4
9
8'
A-131
1/4" = 1'-0"
4 7
FURNITURE SHOWN FOR REFERENCE ONLY; N.I.C.
9
8 AM JOB NO.
T.O. CLERESTORY +25' - 4"
A-131
3.1
SCOPE SHOWN IN ROOM 106 IS N.I.C. - FOR REFERENCE ONLY.
A1 A-402
5
22104G3
14' - 8"
3' - 1 1/8"
3
G1 A-301
CW-02
NORTH 4
J
3 5/8" CFMF FRAMING @ 16" O.C.
PLAN - REFELCTED CEILING - NARTHEX AND CANOPY 1 1/2" = 1'-0"
SF-24
A-430 LOBBY
1/8" = 1'-0"
A6
2
METAL COIL CURTAIN
SYRACUSE UNIVERSITY
16' - 2 1/8"
A-421
105-1
D5
104-1
SF-20
COAT CLOSET
199V 498 SF
RR
B9
G3 WORK ROOM 109 71 SF
10' - 2"
NARTHEX
100 349 SF
5' - 7"
111 70 SF
110 177 SF
199L-2
7' - 2"
6' - 0"
B
105 169 SF
103 54 SF
E2
100-1
I
MENS
104 168 SF
SF-23
102 238 SF
199L-1
101-3
101-1
100-2
101-2
3' - 0"
10' - 0"
EUCHARISTIC CHAPEL
SF-03
ACCOUNTANT
WOMENS
RECEPTION / OFFICE MANAGER
102-1
13' - 2" 3' - 0" 8' - 7"
13' - 0"
G1 A-301
G4 A-301
119-1
25' - 0" A2
108' - 9" 9' - 6"
1' - 0 3/4" 4' - 6" 10' - 0 3/8"
A-301
H
VIF
7' - 0 7/8"
VIF
20' - 10 7/8"
SLOPE
A-301
25' - 4"
F
OWNER:
1 1/2" = 1'-0"
2
22104
D1
10' - 0"
CONFESSIONAL
SF-03
G D1
B
A-301
112A 14 SF
102A 41 SF
1' - 7 1/8"
G
NORTH
SU JOB NO.
F
10' - 0"
G7
CLOSET
STUDENT MEETING
SUPPLIES
SF-04
B
112 144 SF
G3C
119 126 SF
121 185 SF
VARIES
2' - 0"
113 81 SF
RR 116 53 SF
199C
CAMPUS MINISTER
D9
10' - 0"
STUDENT MULTI-USE
CORRIDOR
SF-22
A-420
B
H5 A-402
COAT CUBBIES
116-1
WORK ROOM
13' - 0"
E
A-301
10' - 0"
06/07/24
J
1" = 1'-0"
AM JOB NO.
115 88 SF
24' - 9 3/4"
3' - 1 1/8"
5
4' - 0 3/8"
G1
120A 22 SF
B
21' - 8"
4
ROOF DETAILS
A-122
PLAN - ROOF - Callout 1
8' - 6"
TYP
VARIES
CUSTODIAL
CLOSET
WALL ABOVE, SHOWN DASHED
A-430
1
EX. 11 H
B
DATE ISSUED:
5/8" SUBSTRATE BOARD
117 225 SF
25' - 4"
GUTTER BELOW
VAPOR BARRIER
CATHOLIC STUDENT ORGANIZATION
118 223 SF
198C 36 SF
198V 57 SF
A-120
I
6" TAPERED POLYISO INSULATION
D9
G9
SF-14
D 10' - 0"
5/8" EXTERIOR GYPSUM SHEATHING
LINE OF CANOPY SUPPORT I VARIES BELOW
F1
3
TUNABLE WHITE BACKLIGHT PANELS, TYP SEE ELECTRICAL CL
CONSULTANT:
6" CFMF @ 16" O.C. W/ MINERAL WOOL BATT INSULATION CW-02
7
EX. 10
2
CL DOOR
CHAPLAIN OFFICE
120 204 SF
D
C
A-202
6
B 8' - 6" B1
CL DOOR
SACRISTY
101-4
A6
A-122
CL
120-2
A-301
A-202
A-301
A-122
A-122
101 2673 SF
SYRACUSE UNIVERSITY
D6
A1
CL 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
CORRIDOR
G4
A-301
CORRIDOR
115-1
A-301
D7
TPO MEMBRANE ON 1/2" COVER BOARD CL 2 1/2" POLYISO INSULATION ON 5/8" SUBSTRATE BOARD
G7 A-301
G4
107A 373 SF
114 220 SF
SANCTUARY
SF-12
KITCHEN
MECHANICAL
12' - 10"
17' - 0"
SF-19
SF-19
SEAL: SEAL:
SYRACUSE UNIVERSITY
A1 A-301
9' - 4 3/8" 25' - 0 1/4"
DAIS A-430 101A 700 SF
SF-11
A-132
E1
A-132
CL
PARKLEX PRODEMA NATURSOFFIT WITH CONCEALED FASTENING SYSTEM WITH HOOKS ON METAL STUD FRAMING
110 WALNUT PLACE, SYRACUSE, NY 13210
A6 A-301
EQ
A-120
G
PLYBOO LINEAR SOUND LS 12 PANELS WD-1
-
1' - 3" 30' - 5"
6" CFMF @ 16 F4O.C.
A1
-
-
G7
D7
A-402
30' - 5"
A-130 17' - 0"
AIR BARRIER
1 1/2" = 1'-0"
GWB
3' - 0"
VARIES
3 1/4" COMPOSITE NAILER PANEL
A
I J
101D 169 SF
E1
2 X 2 FEET ACOUSTIC PANEL CEILING
SYRACUSE UNIVERSITY CATHOLIC CENTER BUILDING ADDITION AND RENOVATION
1/4" = 1'-0"
APC-1
15' - 6 3/4"
B
CW-01
PLAN - REFELCTED CEILING - GABLE
C4
© 2024 - ASHLEY MCGRAW ARCHITECTS
1 1/2" = 1'-0"
VARIES
REFER TO ROOF PLAN
G6
1/4" DRAINAGE MATRIX
10
3'
B
VARIES
TERRA COTTA RAINSCREEN CLADDING
1 1/2" METAL DECKING
-
A-301
25' - 4"
E2
B
H
VAPOR BARRIER
SECTION - GABLE METAL ROOF TO LOW ROOF 11 3/4"
TAPERED INSULATION
B
5/8" EXTERIOR GYPSUM SHEATHING
H
101-5
22' - 6"
SF-06
SF-13
VAPOR BARRIER
GUTTER STRAP J
A-122
SUSPENDED RESIN PANEL
TRELLIS, REFER TO LANDSCAPE PLANS
D5
1 1/2" METAL DECKING
T.O. PARAPET +15' - 0"
1/2" EXTERIOR GYPSUM SHEATHING
MEMBRANE FLASHING
91'
A-301
1/4" / 1'-0"
06/07/24
SOLID WOOD PLANKS ON SUBSTRATE
-
25' - 4"
5/8" EXTERIOR GYPSUM SHEATHING
A-301
ORGAN
PT
101C-1
101C 65 SF
C
1/4" = 1'-0"
The wood ceiling of narthex fluidly transitions into a matching wooden soffit beneath the entry canopy, establishing a seamless material and atmospheric continuum as occupants arrive and enter the building.
29' - 10 1/8"
6" POLYISO INSULATION
H
11' - 11"
5' - 11 1/2"
1/2" EXTERIOR GYPSUM SHEATHING
F
C
19' - 3"
REV. DATE
81 SF
-
20' - 0"
EQ 6' - 0" EQ A2
SYRACUSE UNIVERSITY
REV. NO.
PLAN - REFELCTED CEILING - EUCHARISTIC CHAPEL SOLATUBE
A-401
LITURGICAL STORAGE
-
3
REFER TO ROOF PLAN
17' - 0"
F
A-401
D9
CONSULTANT:
ORGAN BLOWER
F
3' - 0"
1/2" EXTERIOR GYPSUM SHEATHING
PT WD BLOCKING
1 4
SYRACUSE UNIVERSITY SF-17a
A9
ALUMINUM D STYLE GUTTER, 7"
10
PLAN - REFELCTED CEILING - SANTUARY 1/4" = 1'-0"
6' - 4 7/8"
LS 12 PANELS
17365
2
A-301 125 EAST JEFFERSON STREET A1 SF-16 SYRACUSE, NEW YORK 13202
50' - 6"
SUSPENDED 3/4" PLYBOO EDGE GRAIN PANELS 101B WD-2
G
B
OWNER:
OPEN TO BELOW
1 1/2" = 1'-0"
CEILING DETAILS
1" = 1'-0"
SECTION - PARAPET AT TERRA COTTA CLADDING
D7
3
VAPOR BARRIER 5/8" SUBSTRATE I VARIES BOARD
-A2
D6
A-201
A-301
PARKLEX PRODEMA NATURPANEL WITH INTERIOR HANGING HOOK SYSTEM ON UNISTRUT GRID
REFURBISHED EXIST. STAINED GLASS
Plyboo panels spanning the sanctuary ceiling cleanly intersect with the gypsum board ceiling at the pocket of space illuminated by the gallery window.
SECTION - LOWEROOF EDGE AT STEP TO NEW
2" POLYISO INSULATION
CL MULLION, TYP ALUMINUM BACKPAN WITH ORGANIC COATING. COLOR TO BE SELECTED BY ARCHITECT
6" TAPERED POLYISO INSULATION
-
A1
A6
A-401
OWNER:
SF-17
TRELLIS BELOW, REFER TO LANSCAPE
D1
TPO MEMBRANE ON 1/2" COVER BOARD
E
B
SEAL: SEAL:
A-401
VAPOR BARRIER
T.O. PARAPET +15' - 0"
6" CFMF @ 16" O.C. W/ MINERAL WOOL BATT INSULATION
A-323
1/4"T.O. DRAINAGE MATRIX EXIST ROOF VIF +12' - 2 3/4" AIR BARRIER
10
FLASHING WITH DRIP EDGE, MATCH METAL PANELS
1 1/2" = 1'-0"
2
0'
9
REFER TO RCP FOR SOFFIT CLADDING
110 WALNUT PLACE, SYRACUSE, NY 13210
6/13/2024 2:55:05 PM
5 1/2"
1 1/2" = 1'-0"
A
1 1/2" = 1'-0"
TYP
CONTINUOUS XPS RIGID INSULATION, AIR BARRIER TYP. REFER TO
6" CFMF AT 16" O.C.
6" POLYISO INSULATION
RIDGE CAP1 1/2" METAL DECKING 8 VAPOR BARRIER
7
1
F
1 1/2" = 1'-0"
1/2" EXTERIOR GYPSUM SHEATHING VALLEY TRIM
VARIES
1' - 3 3/8"
D6
2 1/2" POLYISO INSULATION ON 5/8" SUBSTRATE BOARD
TERRA COTTA RAINSCREEN CLADDING
TYP
4
SECTION - EUCH. CHAPEL WINDOW - TOP
1' - 6"
3
A7
1 1/2" = 1'-0"
1' - 6"
2
PLAN - BEACON PANEL TO TERRA COTTA
TYP
A5
1 1/2" = 1'-0"
DATE ISSUED: 1' - 6"
101 2673 SF
D
1
1/4" / 1'-0" TAPERED INSULATION TPO MEMBRANE ON 1/2" COVER BOARD
COMPRESSIBLE FILLER, TYP
3/4" EXTERIORVAPOR VALLEY TRIM GRADE PLYWOOD ALUMINUM D STYLE GUTTER, 7" B BARRIER, TYP T.O. EC ROOF +13' - 0"
2" DAMPPROOFING, TYP TYP
Integrated within the architectural beacon, an electrified Solatube system channels natural daylight directly into the EuchaSECTION - METAL ROOF VALLEY D3 ristic Chapel. This hybrid assembly pairs daylight-harvesting optics with integrated SECTION - CANOPY TO EUCHARISTIC ROOF SECTION - CANOPY SIDE G3 G5 SECTIONPLAN - GABLE METAL ROOF TO LOW ROOF - METAL ROOF RIDGE INTERSECTION D6 A1 electric lighting, ensuring a continuous, controlled illumination sequence.
SECTION @ BEACON PANEL AT TERRA COTTA
T.O. PARAPET +15' - 0"
GUTTER STRAP
INTERIOR OF CANOPY. NO TERRA COTTA CLADDING.
D
G8
34' - 10 1/4"
DRIPI EDGE
9
1 1/2" METAL DECKING ATAS CONTINUOUS VAPOR CLEATBARRIER COPING
-
SOLATUBE ABOVE
1
A-301
A-202
D
22104
DATE ISSUED:
SYRACUSE UNIVERSITY
PT WD BLOCKING 5/8" EXTERIOR GYPSUM SHEATHING
WOOD BASE, TYP TERRA COTTA DRIP EDGE CLADDING RAINSCREEN
CAST STONE WALL BASE, TYP 3" XPS RIGID INSULATION, TYP
METAL PANEL CLADDING
ROOFING MEMBRANE
17365 REV. DATE
STARTER TILE
3"
SU JOB NO.
22104
REV. NO.
-
SANCTUARY
F9 A-122 SF-14
G4
E
5/8" EXTERIOR GYPSUM SHEATHING
0'
D
9' - 11"
1/4" = 1'-0"
G7 A-301
G1
TERM BAR AND SEALANT
OWNER:
8
2 X 2 FEET ACOUSTIC PANEL CEILING RATEDA-301 FOR USE IN AREAS OF HIGH HUMIDITY AND MOISTURE; TECHZONE CONFIGURATION D4
J
PLAN - REFELCTED CEILING - EC BAY WINDOW
VAPOR BARRIER
T.O. EXIST ROOF VIF +12' - 2 3/4"
6" POLYISO INSULATION
6" POLYISO INSULATION
FLASHING WITH DRIP EDGE, TYP
14' - 3"
TPO MEMBRANE
11 1/4"
F4 A-120
TERRA COTTA CLADDING
DRIP STRIP, REFER TO LANDSCAPE
GROUND FLOOR +0" COUNTER FLASHING
6" CFMF FRAMING @ 16" O.C.
6" CFMF @ 16 O.C.
1' - 2 1/4"
AM JOB NO.
2 1/2" CFMF AT 16" O.C.
T.O. PARAPET +15' - 0" 6" CFMF AT 16" O.C.
1"
TERM BAR AND SEALANT
6" CFMF FRAMING
MEMBRANE PANEL (3/4" PLYWOOD @ 16" O.C. BONDED TO 2-1/2" POLYISO FLASHING ATAS FLS 180 INSULATION) T.O. EC ROOF VALLEY TRIM GWB W/ LEVEL 5 FINISH +13' - 0" PLYBOO PANELING
CUT TILE, SHIM AS REQUIRED
NAILER ATAS FLS180 SYSTEM COMPOSITE (ALUMINUM), PANEL, TYP STANDING SEAM EAVE START POINT 1/4" / 1'-0" TAPERED INSULATION
6" CFMF FRAMING
1/4" / @1'-0" 16" O.C. TAPERED INSULATION EUCHARISTIC CHAPEL
BRACING ABOVE
7MM VAPROSHIELDDRIP EDGE DRAINAGE MATRIX
FLASHING WITH DRIP EDGE
TYP
METAL PANEL, TYP
10
6" POLYISO INSULATION
HANGING ROD PAINT SUBSTRATES IN BLACK, TYP. UNISTRUT GRID
0'
9
6"
TERRA COTTA AIR BARRIER
6" POLYISO WD-1
ROOFING MEMBRANE TURNED UP, BEYOND, SHOWN HATCHED.
T.O. PARAPET ATAS FLS180 SYSTEM EUCHARISTIC CHAPEL +15' - 0" 13' (ALUMINUM) - 8 1/2" RESIN PANEL BELOW CONTINUE ROOFING MEMBRANE FLS 180 PANEL CLIP STRUCTURAL
C
G6
1/2" EXTERIOR GYPSUM SHEATHING
1/2" EXTERIOR GYPSUM SHEATHING
(2) LAYERS 5/8" GWB
1 1/8" 1' - 6"
1/4" = 1'-0"
1 1/2" = 1'-0"
3' - 4"
2" FLASHING
D3
8
5/8" GYPSUM WALL BOARD ON METAL STUD FRAMING
APC-2
151.47°
5"
C
ROOFING MEMBRANE 5/8" GWB
POLYCARBONATE CLADDING BOD: KINGSPAN PENTACLAD WEEP HOLES METAL TRIM ON BLOCKING ALIGN
7
7 SECTION - METAL ROOF VALLEY
9 1/4" FLASHING WITH
1' - 6" DRIP EDGE T.O. PARAPET FLS PANEL CLIP TYP +15' - 0"
PLAN - BEACON PANEL CORNER - TYP 1 1/2" = 1'-0"
1" = 1'-0"
PLYBOO
TERRA COTTA VAPOR BARRIER CLADDING BEYOND
3 1/4"
PTD GYP PNT-1 LEVEL 5 FINISH
A7
1 1/2" = 1'-0"
PT
-
CONSULTANT:
SF-18
SF-13 5/8" EXTERIOR GYPSUM SHEATHING
E
PLAN - REFELCTED CEILINGC - SOLATUBE ON GWB 2" POLYISO INSULATION
ATAS FLS180 SYSTEM (ALUMINUM), EAVE
ROOFING MEMBRANE
T.O. EXIST ROOF VIF +12' - 2 3/4"
ROOFING MEMBRANE
TPO MEMBRANE
C5
G
M
ATAS CONTINUOUS CLEAT COPING
1 1/2" = 1'-0"
D4
SECTION - LOW ROOF EDGE CEILING AT STEP @ TOENTRY NEW NARTHEX QTZ-1 COUNTER
3 5/8" CFMF AT 16" O.C. 2 1/2" CFMF AT 16" O.C.
6
9
14' - 11 1/8"
D1
STRUCTURAL FRAMING, SEE STRUCTURAL DWGS
5/8" CEMENT BOARD
1/2" EXTERIOR GYPSUM SHEATHING
6
A4
5
3 1/4" COMPOSITE NAILER PANEL
T.O. PARAPET +15' - 0"
REMOVEABLE RESIN PANEL ON ALUMINUM WALL ANGLES.
G8
CAULK, TYP
5
4 SECTION - METAL ROOF RIDGE 2
T.O. EXIST ROOF VIF +12' - 2 3/4"
- 6"
1" = 1'-0"
A-324
J
1
YP
SECTION @ EAST CLERESTORY - CEILING FEATURE
A5 4
5"
G3
6
SU JOB NO.
COUNTER FLASHING
STEEL BEAMS WITH CMAMFERED ENDS, SEE STRUCTURAL.
THERMAL BREAK AT CANOPY BEAMS, REFER TO STRUCTURAL
A-324
E
-
C
11' - 8 1/4"
G 12' - 6"
SYRACUSE UNIVERSITY
7"
TYP
3
TPO MEMBRANE
6" POLYISO INSULATION
6/13/2024 2:55:22 PM
1 1/2"
TPO MEMBRANE POLYCARBONATE CLADDING ASSEMBLY
3 3 1/4" COMPOSITE NAILER PANEL (3/4" PLYWOOD BONDED TO 2-1/2" POLYISO INSULATION)
1/2" EXTERIOR GYPSUM SHEATHING
BIM 360://Syracuse University Catholic Center/22104 - SU Catholic Center_Arch - V21.rvt
G6 D 1 1/2" = 1'-0"
@ 16" O.C.
1" = 1'-0"
2
1 1/2" METAL DECKING
A1
SECTION - WEST GUTTER
SECTION @ EAST CLERESTORY 6" CFMF FRAMING SILL
2 5"
PTD GYP PNT-1
J PROFILE
CFMF AT 16" O.C.
VARIES
B
85° 124.
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
A3
5' - 0"
1
EUCHARISTIC CHAPEL
PAINT SUBSTRATES IN BLACK, TYP.
TUNABLE WHITE BACKLIGHT PANELS, TYP
5/8"SEE GWB ELECTRICAL
VARIES
VAPOR BARRIER
1
CARRIER RAIL
SEAL: SEAL:
10' - 0"
B
1 1/2" METAL DECKING
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
FLS PANEL CLIP
J
2 X 2 FEET ACOUSTIC PANEL CEILING; TECHZONE CONFIGURATION
A
7' - 0"
GRAVEL STOP
G G
HANGING HOOK
EQ
ATAS FLS 180 EQ VALLEY TRIM LIGHT FIXTURE TYP, SEE ELECTRICAL
APC-1
SLOPE
6/13/2024 2:55:08 PM
1 1/2" = 1'-0"
1
TEM (ALUMINUM),5/8" EXTERIOR GYP SHEATHING RIDGE CAP
A
5/16" EXPANSION JOINT, TYP
D 10' - 0" STRUCTURAL BRACING ABOVE
6" POLYISO INSULATION
B
5/16" EXPANSION JOINT TYP
D 10' - 0"
EQ
FLS 180 PANEL CLIP
-
10' - 0" 11' - 8 1/4"
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
G3
VAPOR BARRIER; TURN UP AT PENETRATION 1" = 1'-0"
ROOFING MEMBRANE ON SUBSTRATE BOARD
C
D 5/16"
ATAS FLS180 SYSTEM (ALUMINUM)
C
4" MIN MA X
1 1/2" METAL DECKING
SF-03
THERMAL BREAK BLOCK BEYOND, SEE STRUCTURAL
SECTION METAL COTTA ROOF RAKE EDGE SECTION - NARTHEX CLG @- TERRA
A1
EQ
3/4" SOLID WOOD DRIP EDGE TRIM, WD-4
EUCHARISTIC CHAPEL
UNISTRUT GRID
3 1/4" COMPOSITE NAILER PANEL 10' - 0"
B
D1
CONSULTANT:
T.O. PARAPET +15' - 0" 6" ~5/1 INT 1/4" N JO NSIO EXPA
DESCRIPTION
A
I
10' - 0"
110 WALNUT PLACE, SYRACUSE, NY 13210
TAPERED INSULATION
6"
VAPOR BARRIER T.O. EXIST ROOF VIF +12' - 2 3/4" 5/8" EXTERIOR GYPSUM SHEATHING
HANGING ROD
6" CFMF @ 16 O.C.
1 1/2" = 1'-0"
ROOFING MEMBRANE ON SUBSTRATE BOARD
THERMAL BREAK BLOCK BEYOND, SEE STRUCTURAL
D
SECTION - EXT. GLAZING AT STONE SILL
VAPOR BARRIER
6" POLYISO INSULATION
B
5/8" EXTERIOR GYPSUM SHEATHING
SYRACUSE UNIVERSITY CATHOLIC CENTER BUILDING ADDITION AND RENOVATION
1/4" / 1'-0"
NARTHEX
ALIGN
E5
1/4" DRAINAGE MATRIX INTERIOR HANGINGAIR HOOK & RAIL BARRIER
1/2" EXTERIOR GYPSUM SHEATHING
1/2" EXTERIOR GYPSUM SHEATHING
1/2" EXTERIOR GYPSUM SHEATHING
6" POLYISO 10' - 0" INSULATION
6' - 0"
TERM BAR & SEALANT
T.O. PARAPET +15' - 0"
3 5/8" CFMF FRAMING @ 16" O.C., TYP
DRYWALL TRIM
G3A.2
6" POLYISO INSULATION
BEAM CLAMP
3 5/8" CFMF AT 16" O.C., REFER TO STRUCT.
G
A1
AM JOB NO.
14' - 8"
5/8" CEMENT BOARD
FINISH
A1
1/2" EXTERIOR GYPSUM SHEATHING
17' - 0" OPP
VAPOR BARRIER
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
STRUCTURAL FRAMING, SEE STRUCTURAL DWGS
SUBSTRATE
10' - 0"
A-301
A-122
SACRISTY 120 204 SF 2 OCC.
D5 A-132
A-122
5/8" GWB
2" POLYISO INSULATION
3 1/4" COMPOSITE NAILER PANEL
+12' - 2 3/4" TERRA COTTA CLADDING
5"
A
6" METAL STUD
5/8" EXTERIOR GYPSUM SHEATHING
COMPRESSIBLE FILLER, TYP
10' - 0"
3/4" PLYWOOD
2 PIECE ALUM COUNTER FLASHING
3" XPS RIGID INSULATION T.O. EXIST ROOF VIF
E
CROSS BRACING AS REQQ'D
10' - 0"
1/4" RABBIT, TYP
E
AIR BARRIER
8' - 0"
D6
A-201
11 1/4" 2' - 1"
G8
F4
SYRACUSE UNIVERSITY
B
TEAR AWAY BEAD, TYP
10' - 0"
STANDING SEAM METAL ROOF
DAMPPROOFING, TYP XPS RIGID INSULATION, TYP, REFER TO STRUCT.
CEMENT BOARD
6" CFMF @ 16 O.C.
TERRA COTTA
NAILER PANEL T.O. EC ROOF 1/2" EXTERIOR GRADE +13' PAVERS, REFER TO- 0" PLYWOOD LANDSCAPE
VAPOR BARRIER, TYP
6" CFMF FRAMING @ 16" O.C. LEVEL 5 FINISH 5/8" GWB, PNT-1
HOT DIP GALVANIZED TERRABEYOND COTTA CLADDING, TYP STRUCTURE
B
ATAS FLS180, 2 3/8" HIGH
CAST STONE WALL BASE, TYP.
3' - 7"
A-301
A-401
1 1/2" METAL DECKING G5 VAPOR BARRIER A-132
110 WALNUT PLACE, SYRACUSE, NY 13210
HOLD 5/8" GAP 5/8" BETWEEN EDGE OF
D 10' - 0"
POLYCARBONATE CLADDING CLG D AND FACE OF ACCESS PANEL
E
6" CFMF AT 16" O.C.
T.O. EXIST ROOF VIF +12' - 2 3/4"
3 1/4" COMPOSITE NAILER PANEL
SYRACUSE UNIVERSITY
FRAME WITH EDGE OF CHAMFER IN STONE SILL, AS SHOWN.
6"
TERRA COTTA CLADDING
SKYLIGHT - BOD: BRIGHTEN UP BY AIR BARRIER SOLATUBE W/ INTEGRAL LIGHT FIXTURE.
OWNER:
GUTTER STRAP
GROUND FLOOR +0"
1/4" DRAINAGE MATRIX
HANGING ROD
T.O. PARAPET +15' - 0"
D9
2 1/2" METAL STUDS, TYP
PANEL CLIP 7" ALUMINUM DFLS STYLE GUTTER,
7"
1 1/2" = 1'-0"
ATAS FLS180 SYSTEM (ALUMINUM), LEVEL 5 FINISH RIDGE CAP
T.O. PARAPET +15' - 0"
2" 1' - 10" 2"
D5 A
T.O. PARAPET +15' - 0"
5/8" EXTERIOR 1" = 1'-0" GYPSUM SHEATHING
SEAL: SEAL:
3 1/4" COMPOSITE
T.O. EC ROOF +13' - 0"
SECTION @ TOWER ACCESS PANEL
UNISTRUT GRID
LEVEL 5 FINISH 5/8" GWB, PNT-1
VAPOR BARRIER
GRAVEL STOP 6" CFMF FRAMING @ 16" O.C.
A
F
SECTION - WEST GUTTER PLAN - REFELCTED CEILING - INTERSECTION @ GABLE AND MAIN ROOF G6 1 1/2" = 1'-0"
6" POLYISO INSULATION
MIN R 3/4" AMBE CH AIR
B
FLASHING WITH DRIP EDGE
CAULK, TYP
3/4" PLYWOOD
2 1/2" CFMF, REFER TO STRUCTURAL
1/2" EXTERIOR GYPSUM SHEATHING
5/8" GWB, PNT-1
QTZ-1 SILL, TYP
1 1/2" = 1'-0"
VAPOR BARRIER FIELD NOTCHED EXTERIOR STOREFRONT OR CURTAIN WALL, REFER TO PLAN. NEOPRENE ALIGN FRONT EDGE OF SYSTEM
1' - 2 3/4" VARIES
2X10 PT WD BLOCKING
3"
1" = 1'-0"
F1
F
ATAS FLS180 SYSTEM (ALUMINUM), GABLE TRIM
F
1 1/2" METAL DECKING
TYP
SECTION - CLG @ NARTHEX SOFFIT
B1
1/2" EXTERIOR GYPSUM SHEATHING
1' - 6"
6"
ACCESS PANEL SEE ELEVATION
T.O. PARAPET VAPOR BARRIER +15' - 0" ATTACHMENT TO STRUCTURE
SEE ROOF PLAN
8' - 6"
SECTION - METAL ROOF RAKE EDGE
1 1/2" METAL DECKING
ATAS FLS180 SYSTEM (ALUMINUM), ELEVATION VARIES EAVE T.O.POINT: PARAPET HIGH 40'-11" LOW 37'-4" +15' -POINT: 0"
1' - 1"
101-3
PT WD BLOCKING
B
1 1/2" = 1'-0" INSULATION
3 5/8" CFMF AT 16" O.C., REFER TO STRUCT.
1' - 0"
3' - 7"
A1
A-301
SF-15
SYRACUSE UNIVERSITY CATHOLIC CENTER BUILDING ADDITION AND RENOVATION
SECTION - EXISTING EXT. WALL INFILL 6" POLYISO
G3
2" 2' - 11 5/8" 2" 2' - 11 5/8" 2" 2' - 11 5/8" 2" 2'6"- 11 5/8"@ 2" 2' - 11 5/8" 2" CFMF 16 O.C.
8' - 0"
DECK TO BE PAINTED PNT-1
4' - 1"
SNOW AND ICE GUARD. BOD: X-GUARD 2.0 W/S-5-E CLAMPS EA. RIB BY S-5!
3/4" EXTERIOR GRADE PLYWOOD
SILL HEAD
METAL CORNER BEAD, TYP
ATTACHMENT TO STRUCTURE
6" POLYISO INSULATION
3' - 7"
B
CL
1/2" EXTERIOR GYPSUM SHEATHING DOOR
1/2" EXTERIOR GYPSUM SHEATHING
F
3/4" EXTERIOR GRADE PLYWOOD
1 1/2" = 1'-0"
F5
G
T.O. EC ROOF +13' - 0"
LENGTH C
1" = 1'-0"
2 1/2" CFMF FRAMING @ 16" O.C., TYP
B
CONSULTANT:
FURRED WALL
2" 1' - 10" 2" GAP, TYP.
10
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
3' - 10 1/4"
1 1/2" = 1'-0"
9
14' - 3 7/8" ACTUAL
5/16" EJ TYP.
D 10' - 0"
SECTION @ TOWER CROSS ANCHORING
G1
C
3' - 7"
6" CFMF @ 16" O.C. W/ MINERAL WOOL BATT INSULATION
8
EXISTING WALL SECTION - METAL ROOF RIDGE 1 FINISH TO REMAIN
G1
DETAIL - SOLATUBE CLG @ SACRISTY
7
1"
1/2" EXTERIOR GYPSUM SHEATHING
D5
CROSS BRACING AS REQ'D
3 1/4" COMPOSITE NAILER PANEL
8'-0" ACTUAL
G6C
1 1/2" METAL DECKING
6
EXISTING BRICK CLADDING
1/4" DRAINAGE MATRIX AIR BARRIER
6" CFMF @ 16 O.C.
1" 4'-0" ACTUAL 1"
ALIGN
OPENING
LEVEL 5 FINISH 5/8" GWB, PNT-1
PT WD BLOCKING
TPO MEMBRANE ON 1/2" COVER BOARD
AIR GAP
2 1/2" CFMF FRAMING AT 16" O.C.
A-122
3 5/8"
BG3C 8' - 0"
SOLATUBE FROSTED SHADE
11"
3 5/8" CFMF FRAMING @ 16" O.C., TYP
4 1/4"
3 1/4" COMPOSITE NAILER PANEL
8'-0" ACTUAL
HEAD
H
AIR BARRIER, LAP ONTO EXISTING SHEATHING EXTERIOR GYPSUM SHEATHING
HOT DIP GALVANIZED STRUCTURE
10 1' - 7 1/8"AIR BARRIER 11 1/4"
2 1/2" POLYISO INSULATION ON 5/8" SUBSTRATE BOARD
G
AIR GAP
5
9
CONTINUOUS CLEAT COPING
2 1/2" CFMF FRAMING @ 16" O.C.
BRICK CLADDING, MATCH SIZE, COURSING, AND COLOR OF EXISING. TOOTH-IN AS REQUIRED.
TAPERED INSULATION
4
DRIP EDGE
5/8" GYP SHEATHING TERRA COTTA 5/8" CEMENT BOARD F1CLADDING
1/4" DRAINAGE MATRIX
8
ACOUSTIC PLYBOO PANELS LINEAR SOUND LS12 DIRECT ATTACHMENT WITH CEILING CLIPS
1/4" = 1'-0"
1" 4'-0" ACTUAL 1"
1/4" / 1'-0"
3
T.O. BEACON +40' - 0"
EDGE GRAIN PLYBOO PLYWOOD PANEL SUSPENDED GUTTER STRAP
ELEVATION - PLYBOO PANELS ON WEST WALL
G1
G
EX. 4
6" POLYISO INSULATION
C
VAPOR BARRIER
TYP
1" 4'-0" ACTUAL 1"
CROSS: GALVANIZED STEEL ON STRUCTURAL BEAM SEE STRUCTURAL
1 1/2" METAL DECKING
1' - 6"
10 A6 C4 A-401
1 1/2" METAL DECKING
ATAS FLS180 SYSTEM (ALUMINUM), EAVE
1/2" EXTERIOR GYPSUM SHEATHING
9
9' - 0"
3/4" EXTERIOR GRADE PLYWOOD
1' - 0"
SECTION - EAST CLERESTORY - B.O. GABLE
8'-0" ACTUAL
1" = 1'-0"
3/4" EXTERIOR GRADE PLYWOOD
4'-0" ACTUAL 1"
D1
SEE ROOF PLAN
TERRA COTTA CLADDING
T.O. PARAPET +15' - 0"
INSULATION THICKNESS. PROVIDE MINERAL WOOL BATT INSULATION TO MATCH EXISTING. ASSUME 6" BATTS.
SECTION - CLG @ EUCHARISTIC PIVOT DOOR
B.O. CLERESTORY +16' - 6" SNOW AND ICE GUARD. BOD: X-GUARD 2.0 W/S-5-E CLAMPS EA. RIB BY S-5!
11' - 11 3/4"
8
LEVEL 5 FINISH 5/8" GWB, PNT-1
1" ACTUAL 15' - 6 1/8" ACTUAL
J
D
7
VAPOR BARRIER
PT WD BLOCKING
ROUTED PATTERN
1"
6
COORDINATE EXTENSION TUBE VERIFY EXISTING BATT WITH STRUCTURAL AND MEP
8
10
MARK
10' - 0"
GAP, TYP
5
EQ
9
G
7
ALUMINUM D STYLE GUTTER, 7"
FLASHING WITH DRIP EDGE
TURN UP VAPOR BARRIER
8
12' - 7 3/8"
ACOUSTIC PLYBOO PANEL 6 LINEAR SOUND LS12 , DIRECT ATTACHMENT WITH CEILING CLIPS
E9
TYP
4
H
7
LINE OF 5/8" GYP SHEATHING BEYOND
5
6" POLYISO INSULATION 1" = 1'-0"
1' - 6"
3
6" POLYISO INSULATION
6/13/2024 2:55:19 PM
MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
6/13/2024 2:55:58 PM
2
EQ
ATAS FLS180 SYSTEM (ALUMINUM), GABLE TRIM
6
2 1/2" CFMF FRAMING @ 16" O.C., BEYOND
SYRACUSE UNIVERSITY
5/8" EXTERIOR GYPSUM SHEATHING 1 1/2" METAL DECK
H
110 WALNUT PLACE, SYRACUSE, NY 13210
D 10' - 0"
3/4" SOLID WOOD TRIM, WD-4 1
SOLATUBE BRIGHTEN UP 160 DS, SELF FLASHING FLS PANEL CLIP COORDINATE LOCATION WITH STRUCTURAL AND MEP 3/4" EXTERIOR GRADE ROOFING MEMBRANE ON PLYWOOD SUBSTRATE BOARD
5
SYRACUSE UNIVERSITY
2 3/4"
10' - 0"
T.O. EXIST ROOF VIF +12' - 2 3/4"
VARIES
PAINT SUBSTRATES IN BLACK, TYP. UNISTRUT GRID
5 1/2"
6" POLYISO INSULATION
HANGING ROD
B
38° 114.
For the interior scope, I directed the development of the complex ceiling details while collaborating closely with structural and MEP engineers to seamlessly integrate new framing and utility distribution throughout both the new addition and the existing building volume. 2 1/2" METAL STUD
E
1 1/2" METAL DECKING
ATAS FLS180 SYSTEM (ALUMINUM), RIDGE CAP
FIELD NOTCHED NEOPRENE
4
SYRACUSE UNIVERSITY CATHOLIC CENTER BUILDING ADDITION AND RENOVATION
1" = 1'-0"
7
CEILING TYPE SCHEDULE
5 1/2"
SECTION - PLYBOO TERMINATION AT WEST END
F1
1/2" EXTERIOR GYPSUM SHEATHING
37' - 4 1/4"
J
6
3' - 7"
STRUCTURE BEYOND
6"
METAL COIL CURTAIN
PTD GWB PNT-1
2" 1' - 10" 2"
5
H
OWNER:
J
3"
GWB CEILING
3
BIM 360://Syracuse University Catholic Center/22104 - SU Catholic Center_Arch - V21.rvt
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
F
2
3' - 7"
4
1" = 1'-0"
PLYBOO LINEAR SOUND
1
3/4" EDGE GRAIN PLYBOO PANEL ON Z-CLIP BEYOND
SECTION - EAST CLERESTORY GABLE CEILING
F9
8'-0" ACTUAL
LENGTH C ONLY: 3/4" EDGE GRAIN PLYBOO PANEL WD-2 BONDED ON CEMENT BOARD AND SUBSTRATE, SUSPENDED
Once the primary building envelope was established, I led the technical detailing for the prominent architectural beacon, the standing seam metal roof assemblies, the low-slope membrane roofing, and the entry canopies.
1"
3 5/8" CFMF FRAMING @ 16" O.C.
4
6"
24' - 9 3/4"
3
7' - 11 23/32"
1" = 1'-0"
2
2" 1' - 10" 2" 3' - 5 241/256" 2" 2' - 11 5/8" 2" 2' - 11 5/8" 2" 2' - 11 5/8" 2" 2' - 11 5/8" 2" 2' - 11 5/8" 2" GAP, TYP
1"
TYP. PLYBOO CEILING SUSPENSION
T.O. CLERESTORY +25' - 4"
3' - 7"
GAP, TYP
VARIES
6' - 8"
E
1" TYP
1"
LENGTH A
VARIES
7' - 10"
E
CROSS BRACING AS REQ'D
SEAL: SEAL:
STRUCTURE BEYOND
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
I played a pivotal role across multiple phases of programmatic massing and volumetric model adjustments necessitated by extenF4 sive Value Engineering (VE) exercises.
G
LINE OF 5/8" GYP SHEATHING BEYOND 2 1/2" CFMF FRAMING @ 16" O.C., BEYOND
1
8' - 0" TYP.
LEVEL 5 FINISH 5/8" GWB, PNT-1
SYRACUSE UNIVERSITY CATHOLIC CENTER BUILDING ADDITION AND RENOVATION
P. TY 0" B 4' - GTH N LE
15/16" HEAVY DUTY T BAR
VARIES
ACOUSTIC PLYBOO PANEL LINEAR SOUND LS12 , DIRECT ATTACHMENT WITH CEILING CLIPS I VARIES
3
J
6/13/2024 2:54:58 PM
1" TYP
12 GAUGE HANGAR WIRE, TYP.
LENGTH A TYP
H
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
LENGTH B TYP
LICENSED ARCHITECT OR ENGINEER.
A-131
2
4' - 10 3/4"
6
EQ
5
EQ
4
EQ
3
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
J
2
BIM 360://Syracuse University Catholic Center/22104 - SU Catholic Center_Arch - V21.rvt
1
EQ
To support a rapidly growing student congregation, the Catholic campus ministry at Syracuse University needed an expanded sacred space to accommodate Mass attendees. Funded through a partnership between the university and community donors, the new Catholic Center now stands on the former site of the St. Thomas More House—a historical residence for Catholic students. The surrounding community envisions this new facility as a beacon for positive campus change. It establishes a safe, inclusive, and welcoming sanctuary where students can strengthen their fellowship, ground their faith, and build a unified campus community.
B.O. CLERESTORY +16' - 6"
E9
2'
T.O. EXIST ROOF VIF +12' - 2 3/4"
4'
SOLATUBE BRIGHTEN UP 160 DS, SELF FLASHING COORDINATE LOCATION WITH STRUCTURAL AND MEP
8'
SECTION - EAST CLERESTORY - B.O. GABLE 1" = 1'-0"
NORTH 12'
ROOFING MEMBRANE ON SUBSTRATE BOARD
10
© 2024 - ASHLEY MCGRAW ARCHITECTS
EDGE GRAIN PLYBOO PLYWOOD PANEL SUSPENDED ACOUSTIC PLYBOO PANELS LINEAR SOUND LS12 DIRECT ATTACHMENT WITH CEILING CLIPS
D 10' - 0"
5/8" EXTERIOR GYPSUM SHEATHING 1 1/2" METAL DECK
TURN UP VAPOR BARRIER
5/8" GYP SHEATHING 5/8" CEMENT BOARD 2 1/2" CFMF
10
RE = FACADE RESTORATION
TOP RAIL, RE.01 3"x3/4" SECTION, MT-XX RE.02 RE.03
1" STD RE.04 BALUSTRADE, RE.05 MT-XX
DESCRIPTION
SCRAPE AND PAINT JAMBS AND LINTEL, TYP. REPOINT UNDER WINDOW SILL
CLEAN AND REPOINT EXISTING MASONRY OPENING AS NECESSARY
C = CEILING
O = OPENING
E = EQUIPMENT / FIXTURES
R = ROOFING
F = FLOORING
RE = FACADE RESTORATION
1/8" = 1'-0"
INFILL PORTION OF EXISTING MASONRY OPENING. PREPARE AS REQUIRED TO COMPLETE NEW WORK.
DW.8
REMOVE TRIM PANEL.
1 1/2" = 1'-0"
2'-8 85/128"
2'-8 85/128"
2'-8 85/128"
2'-8 85/128"
2'-8 85/128"
2'-8 85/128"
TRIPLE WYTHE MASONRY WALL WITH PARGING REPARGE BRICK 10% FACADE
METAL TOP RAIL MT-XX
13
METAL BALUSTRADE MT-XX
RE.02
A403 RE.01
RE.03
RE.03
1ST FLOOR PLAN +0"
RE.03 RE.05
20
A5
1/8" = 1'-0"
CHIMNEY SLAB +10 7/8" 1ST FLOOR PLAN +0"
7
8
9
HSS POST, SEE STRUCTURAL
10
2
7/8" HAT CHANNELS, SEE ELEVATIONS FOR LOCATIONS CORTEN STEEL PLATE; BOD: COREMARK METALS MOR-TEN WEATHERING STEEL PLATE
3/4" SOLID SURFACE WINDOW SILL
A1 A5
A406
C5
A404 A3
D6 A300
A6
W6D
W6
41'-0 3/8"
JB
UNDERLAYMENT
19'-8 1/4"
FINISH FLOOR UP
A
STAIR 117
A404
NOTCHED NEOPRENE SET IN SEALANT
12"
5/8" ZIP SYSTEM
6"
VIF
98 .00 °
5-15R2'-6"
102-300
IW
D6
DUTCH SEAM CLIP
5-15R
5-15R
HIW
RIDGE CAP
Z CLOSURE
IW IW IW C
CH C
IW 9'-0"
TYP
A5
A200 A201
A8
5-15R 5-15R
DINING 101
D
STRUCTURE OF BALCONY; SEE STRUCTURAL FLASHING; MATCH FINISH OF STRUCTURAL LINTEL BELOW
6'-0"
+/- 8'-0" V.I.F. EXISTING M.O.
2'-0"
7'-9"
1 1/2"
1'-6"
2" 1'-8" 2"
1'-6" 1'-0" 2" 1'-2" 2"
2'-0" 2" 1'-8" 2"
2'-0"
2'-6" 2"
2'-2"
2'-0" 2"
1'-6" 1'-0" 2" 1'-2" 2"
2'-6" 2"
R 4'
- 0"
2'-2"
2"
A1
23107
R 3' - 0"
E7a A210
6'-0"
R 3'
5'-8"
1" TYP.
LINTELS; REFER TO STRUCTURAL
AM JOB NO.
R 4' - 0"
- 0"
EQ.
2"
EQ.
FLOOR ABOVE
9'-0"
REV. NO.
5'-8"
LINE OF SECOND EQ. EQ.
REV. DATE
BLOCKING OR SHIM AS REQUIRED SEALANT, BACKER ROD, AND SHIM
REV. DESCRIPTION
SCHEDULED CLG
2"
BAR SEATING 102
F3 A210
E3 SF-03
TYP
A210
W-03
DATE ISSUED:
C5
W-04 A6 A300
LINE OF BALCONY ABOVE
A312
E1 A200
9'-0"
CORNER MULLION CONNECTING TO SF-01b
D5
C5
A210
C5
A210 10'-5" M.O.
A210 14'-0" M.O.
C
STOREFRONT TRIM; BOD: STOREFRONT WALL; BOD: EFCO SERIES 403X
DEC. 29, 2025
FLOOR PLAN LEVEL 01
A210
1 1/2"
METAL TRIM
F1 A210
C7a
W-02
3" = 1'-0"
EXIST. 3-WYTHE BRICK WALL; CLEAN AND REPOINT MASONRY AS REQ'D; REFER TO AD201
A310
SILL AT TRANSACTION WINDOW
1" TYP.
14'-11"
1 1/2"1'-9"1 1/2"
+/- 24'-0" CLEAR
A8 A312 LINE OF CANOPY ABOVE
D3a 3" = 1'-0"
A210
CH
IW
1/4" = 1'-0"
A
E5
A4
A210
2'-1"
SF-01b
RTH NO
CAREFULLY SALVAGE VENT CUPOLAS CLEAN AND PAINT TO MATCH MTL-1
andle Factory Brewery/23107-PDM Novelis Brewing R23.rvt
W-01
EQ.
EQ EQ
1 1/2"
EQ
EQ EQ
7'-9"
EQ
The existing historic cupola will be carefully salvaged and reinstalled at a later date, serving a purely aesthetic, non-ventilation D function. At the cupola’s original footprint, the structural wood roof decking will be infilled to match the existing profile. To enINTERIOR STOREFRONT TYPES C1 CAREFULLY SALVAGE VENT CUPOLAS hance the building envelope’s thermal performance, a continuous layer of six-inch poly-iso rigid insulation will be applied across CLEAN AND PAINT TO MATCH MTL-1 RE-INSTALL; COORDINATE LOCATION the entire existing roof substrate, which will then receive a new, high-performance dutch seam metal roofing system.AND WITH ARCHITECT, TYP.
HOST / MERCH 101B
EXISTING MASONRY WALL
A310
E3
SF-01a
SOLID SURFACE COUNTERTOP
P
B
1 1/2" = 1'-0"
PDM ESTATES, LLC 925 7TH N ST LIVERPOOL, NY 13088
SF-04
A312
45 00 54 -0 00 0
SF-02
3'-10"
SECTION - AT ROOF OPENING PATCH
OWNER:
E7a A210
A6
100-2
TYP
H2 - HEAD AT NEW CONCEALED LINTEL
A300
102-1
A310
1" TYP.
FRAME ALL AROUND OPENING E1 SIZE OF FRAMING TO MATCH EXIST. A210 FRAMING
B7 A210
EQ
EXIST. FRAMING
A6
EQ
EXIST. WOOD DECKING
ENTRY VESTIBULE 100
WELCOME AREA 101A
BAR SEATING & CIRCULATION 103
1 1/2"
A1
A300
INFILL OPENING WITH WOOD DECKING MATCH EXIST.
VIF EXIST. OPENING
G8
1" TYP.
+/- 8'-0" V.I.F. EXISTING M.O.
EXIST. BEAM
3" = 1'-0"
A402
102-71
1 1/2" = 1'-0"
VAPOR BARRIER
C
W-05
IW
E7 A210
1 1/2"
± 5 1/2" VIF
A310
GRAIN 22'-2"
A7
FOLDING TRANSACTION WINDOW; BOD: SUNFLEX SF-55E
A1
W
5/8" ZIP SYSTEM ROOF SHEATHING
E 6" POLYISO INSULATION
5-15R 5-15R
A7a A210
1 1/2"
EQ EQ EQ EQ EQ
+/- 3'-2" V.I.F.
6" VIF
± 11" VIF
SECTION - METAL ROOF EAVE
SEAL:
3'-9"
D5
HLT
A3a A4
OSB SHEATHING
+/- 4'-0" V.I.F. EXISTING M.O. 1 1/2"
A5
HEADER AT TRANSACTION WINDOW
D3
16'-4"
G5
DUTCH SEAM PANEL HEMS ON JOGGLE CLEATS ATAS DUTCH SEAM SYSTEM MTL-1
EXIST. 3-WYTHE BRICK WALL
L ROOF GABLE END
Sim
A313
A210
W-04
T OU
C
CH
A6
TYP
E5
AIN GR
E
A312
A3
A6a
A5
CH
E5
A200
ATAS DUTCH SEAM EZ CURB MATCH MTL-1
W6D 15'-5 3/8"
NEW WINDOW; BOD: QUAKER M600
A3
A7 A311
45 00 54 -0 00 0
1'-6"
REPLACE MISSING AND DAMAGED BRICKS WITH EXIST. BRICKS STORED ON SITE; REPOINT TOP (3) COURSES
G1 A130
6"
FASCIA BOARD FASCIA & SOFFIT CLADDING, MATCH MTL-1 DEMO EXISTING FRIEZE BOARD AND INSTALL NEW FRIEZE BOARD; PAINT TO MATCH MTL-1
VIF
IW
C
A401
P
W
BAR 112
IW
+/- 2'-0" V.I.F. EXISTING M.O.
D
12" 6"
GUTTER STRAP EAVE TRIM
D1a 3" = 1'-0"
F
METAL TRIM; BOD: QUAKER PRESET PANNING M23850
METAL TRIM
B6a B7a
A8
A407
A6
W PIZZA 113
A1 A313
5'-0"
VIF
6"
6" GUTTER MATCH MTL-1
STEEL CHIMNEY CLEANOUT DOOR SIZED TO FIT EXISTING OPENING
S7
CONSULTANT:
VERIFY MEANS OF TIE IN OF CUPOLAS WITH ARCHITECT, TYP MATCH MTL-1
1"
VAPOR BARRIER
TOP (3) COURSES VIF
T/WALL I +28' - 6"
DUTCH SEAM CLIP VAPOR BARRIER WOOD BLOCKING
TOP (3) COURSES VIF
6" POLYISO INSULATION
6" VIF
F
CONTINUOUS SEAL
DN
200-4
E
VIF
6"
6 " POLYISO INSULATION EXIST. WOOD DECK
5/8" ZIP SYSTEM ROOF SHEATHING
± 6" VIF
12"
ATAS DUTCH SEAM SYSTEM MTL-1 5/8" ZIP SYSTEM ROOF SHEATHING
B8
A6 A1
C C
W6
BLOCKING OR SHIM AS REQUIRED
CELLAR 107
BREWING
A6b
B3a B4a
0"
8'-9"
HC
A300
SEALANT AND BACKER ROD
0"
PDM ESTATES, LLC 925 7TH N ST LIVERPOOL, NY 13088
3" = 1'-0" F5
B5
115-1
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
FLASHING
S6 - AT EXISTING STONE SILL
FIRST FLOOR
A7
LINTELS; REFER TO STRUCTURAL
D6
SEALANT, BACKER ROD, AND SHIM STOREFRONT WALL; BOD: EFCO SERIES 403X METAL TRIM; CORRIDOR KITCHEN - HOT SHIM BOD: QUAKER PRESET PANNING M23850 115 104 W6 SILL AND BACKER ROD FOLDING TRANSACTION WINDOW; A2 CONCRETE SLAB BOD: SUNFLEX SF-55E EQUIPMENT PLAN - 7'-6" A310 ± 25'-1 7/8" 5'-0" ON GRADE V.I.F. CLEAR
F
EXIST. 3-WYTHE BRICK WALL; CLEAN AND REPOINT MASONRY AS REQ'D; REFER TO AD201
OWNER:
CLT
E3
4'-2" EXISTING MASONRY WALL
SEAL:
EXISTING WALL
A407 B3 W4D
3" = 1'-0"
EXISTING STONE SILL
A311
OFFICE 105A
G
E2 A511
38'-0 1/2"
111-3
E6 A511
105A-1
H1 - HEAD AT EXISTING LINTEL TO REMAIN
12' PALLET RACK
W6
HC IW
W8.60
E5
CLEAN AND REPOINT MASONRY AS NECESSARY
111-2
CORRIDOR
IW
CONSULTANT:
111-4
BLOCKING OR SHIM AS 114 REQUIRED
METAL PANEL DUTCH SEAM (BEYOND) BOD: ATAS
IW
6'-6" A312
CH
3" = 1'-0"
IW
A2
A406
A312
10'-5"
S3 - SILL AT DUTCH SEAM METAL PANEL FACADE A7
A311
19'-6 1/8"
LINE OF CANOPY ABOVE
A4
NEW WINDOW, MATCH INSET OF EXISTING WINDOW; BOD: QUAKER H450
MATCH EXIST.
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 NEW WINDOW, MATCH INSET OF EXISTING WINDOW; BOD: QUAKER H450
A1
1/2"
ADHESIVE, SEE W8.60 MANUFACTURER'S GUIDELINES
JB METAL PANEL BOD: ATAS
HCHC
W6
WALK-IN COOLER
A3
ELEV 119
R-3 ZIP-R SHEATHING
JB
BATT INSULATION
BLOCKING OR SHIM AS REQUIRED
MATCH EXIST.
A1
SEALANT
KITCHEN PREP 105
UTILITY 106
0"
METAL TRIM
LINE OF CANOPY ABOVE
A200
E4
BLOCKING 22'-1 3/4"
7'-10 3/4" 111-5
EXIST. LINTELS
FIRST FLOOR
B7
A511
A300
102-18
1/2"
GYPSUM WALL BOARD
3" = 1'-0"
CLEAN AND REPOINT MASONRY AS NECESSARYSim(BEYOND) A6
JB
A511
ADHESIVE, SEE MANUFACTURER'S GUIDELINES
CAREFULLY SALVAGE VENT CUPOLAS CLEAN AND PAINT TO MATCH MTL-1 AND RE-INSTALL; COORDINATE LOCATION WITH ARCHITECT, TYP.
1ST FLOOR PLAN +0"
STORAGE / BOTTLING
WALK-IN COOLER BY OTHERS
E1
6
EXIST. 3-WYTHE BRICK WALL; CLEAN AND REPOINT MASONRY AS REQ'D; REFER TO AD201
S4 - SILL AT EXISTING BRICK WALL
109-1
3/4" SOLID SURFACE WINDOW SILL
5
EXISTING WALL
11'-0"
METAL TRIM; A1 A311 BOD: QUAKER PRESET PANNING M23850 (4.5")
4
ARCHITECTS 10 © 2025 - ASHLEY MCGRAW SILL AND BACKER ROD EQUIPMENT PLAN -
9
A406
SHIM, AS REQUIRED JB
10
Upon entry, the space offers an expansive, unfolding view through the cavernous volume of the historic brick warehouse. The first floor is efficiently zoned to balance a vibrant bar experience with a dedicated dining section, utilizing integrated booth seating to facilitate casual service. Ascending the feature staircase reveals a comprehensive second-story program, which introduces an additional main dining room alongside an enclosed private event space, complete with a hospitality annex, catering kitchen, and restrooms.
IW
1/2" =
SEALANT AND BACKER ROD
NEW WINDOW, MATCHA9INSET OF EXISTING WINDOW; A400 BOD: QUAKER M600
1"
SEALANT
3
+/- 15'-0" CLEAR
A300
F3 4 1/2"
WALL (BEYOND)
H
10
8
16'-0"
3" = 1'-0"
WAL
SHIM
9
D3
S2 - SILL AT CORTEN STEEL FACADE
F1
2
STOREFRONT WALL; BOD: EFCO SERIES 403X
R-3 ZIP-R SHEATHING
GYPSUM WALL BOARD
A6
1/2" = 1'-0"
CLEAN AND REPOINT MASONRY AS NECESSARY
CONCRETE SLAB ON GRADE 7
8
A1
A403
16'-2"
9
7 BLOCKING6
5
6
JB
G
METAL FLASHING 4
5 SEE ADHESIVE, MANUFACTURER'S GUIDELINES
4/10/2026 10:02:08 PM
4/16/2026 3:47:56 AM
H
3
IW
J
1" SOLID SURFACE WINDOW SILL
J 4
JB
2
3
WALL (BEYOND)
J
1/2" = 1'-0"
1
2 THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
FEATURE STAIR SECTION - NS
JB
A2
1/2" = 1'-0"
5
NEW WINDOW; BOD: QUAKER M600 SHIM, AS REQUIRED FINISH FLOOR METAL TRIM; 3D VIEW - FEATURE STAIR A6 1/8" = 1'-0" UNDERLAYMENT BOD: QUAKER PRESET PANNING M23850 PLYWOOD SHEATHING
J
ENLARGED PLAN - FEATURE STAIR - LEVEL 02
4
1ST FLOOR PLAN +0"
8'-10"
A
3
CHIMNEY SLAB +10 7/8"
SECTION - PIZZA OVEN E/W
1
© 2025 - ASHLEY MCGRAW ARCHITECTS
1
J
6
19'-6"
5
IW
4
1'-0"
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
Autodesk Docs://Baumer Candle Factory Brewery/23107-PDM Novelis Brewing R23.rvt
11" 11" TYP. LAST TREAD
22
ELEVATOR PIT -4' - 0"
A
In contrast to the exterior balcony’s rainwater-shedding sloped decking, the decking across the bridge connecting the addition to the balcony requires a full low-slope roof assembly because it sits directly above the first-floor pizza 6 7 8 preparation area. Beneath this pedestrian decking surface, a sloped roofing membrane safely channels water into a custom integral gutter system.
DEC. 29, 2025
STAIR PLANS AND SECTIONS FEATURE STAIR
1/8" = 1'-0"
E1
ATAS DUTCH SEAM SYSTEM MTL-1
4/10/2026 10:02:19 PM
DATE ISSUED:
AD201
8
REV. DESCRIPTION
DEC. 29, 2025
EXTERIOR ELEVATION - EAST
1'-0"
A1
REV. DATE
MASONRY RESTORATION ELEVATIONS
A403
21
7
23107
REV. DESCRIPTION
3'-6"
C5
23
EXISTING SLAB -1' - 7 7/8"
EXISTING SLAB -1' - 7 7/8"
A403
EXTERIOR ELEVATION - NORTH
REV. DATE
1ST FLOOR PLAN +0"
AM JOB NO.
REV. NO.
C6 DW.2
CHIMNEY SLAB +10 7/8"
B
DATE ISSUED:
EXISTING SLAB -1' - 7 7/8"
19
B
STEEL CHIMNEY CLEANOUT DOOR SIZED TO FIT EXISTING OPENING
RENOVATIONS AND ALTERATIONS
18
3
A403
2ND FLOOR PLAN +13' - 0"
4"
CHIMNEY SLAB +10 7/8"
RE.05
RE.05
2
E3a A502
23107
RE.01
" /128 3 33
17
DOWNSPOUT BEYOND
C7
AM JOB NO.
REV. NO.
SEE STRUCTURAL
EXISTING MASONRY WAL
E6DW.2
RE.03
2ND FLOOR PLAN +13' - 0"
16
RE.07
B
RE.03
A5 A510
A510
C
WOOD HANDRAIL WD-XX RE.03
2X4 SLEEPERS @ 16" O.C. 2ND FLOOR PLAN +13' - 0"
1/4"/ 1'-0" SLOPE A4
25'-0"
15
DECK BOARD BOD: DUXXBAK OPTIMA DEK 1/8" / 1'-0" SLOPE
EPDM ROOF ASSEMBLY
2ND FLOOR PLAN +13' - 0"
ROOF T.O. DECK +24' - 10"
ROOF T.O. DECK +24' - 10"
17T @ 11"= 15'-7"
14
RE.07 RE.05
EXISTING 3-WYTHE BRICK WALL
LINEAR DRAIN
D
2'-8 85/128"
METAL MESH GUARD RAIL MT-XX
12
1 1/2" = 1'-0"
1 1/2" = 1'-0"
TRIPLE WYTHE MASONRY WALL REPOINT BRICK 100% FACADE, PARGE BRICK 100% FACADE TRIPLE WYTHE MASONRY WALL WITH PARGING REPARGE BRICK 5% FACADE
FEATURE STAIR SECTION - 2ND FLR LANDING
C7
1 1/2" = 1'-0"
DETAIL - RAILING @ 1ST FLR LANDING
METAL TOP RAIL (MT-XX)
100% BRICK REPLACEMENT
1
C5
2'-8 85/128"
T.O. CHIMNEY
10
RE.07
EXISTING MASONRY OPENING. PREPARE AS REQUIRED TO COMPLETE NEW WORK.
METAL MESH BALUSTRADE (MT-XX)
9
C
DW.4 DW.7
DETAIL - STAIR RAILING AND CARRIAGE
2'-8 69/128"
STEEL TUBE CARRIAGE, BLACK METAL FINISH MT-XX
DETAIL - STAIR TREADS
C6
1ST FLOOR PLAN +0"
CAREFULLY SAWCUT AND REMOVE PORTION OF EXISTING MASONRY WALL TO ACCOMMODATE NEW OPENING. SALVAGE AND STORE BRICKS IN RE-USABLE CONDITION. SEE STRUCTURAL FOR SHORING AND BRACING REQUIREMENTS.
24'-5 111/128"
1/8" = 1'-0"
ACOUSTIC WOOD CEILING
CAREFULLY REMOVE METAL STAIR ASSEMBLY, INCLUDING BUT NOT LIMITED TO TREADS, STRINGERS, RAILINGS, AND INTERMEDIATE LANDINGS AS REQUIRED.
EXISTING SLAB -1' - 7 7/8"
EXTERIOR ELEVATION - WEST
WOOD HANDRAIL (WD-XX)
WEATHER BARRIER R-3 ZIP-R SHEATHING 2X6 WOOD STUDS AT 16" O.C. MIN, CAVITY FILLED WITH BATT INSULATION
E
STEEL BLADE TREAD SUPPORT, BLACK METAL FINISH MT-XX
1'-0"
DEMO EXISTING ROOFING SYSTEM TO WOOD DECK; DEMO EXISTING HVAC AND OTHER ROOF FEATURES UNLESS OTHERWISE NOTED, TYP. COORDINATE EXTENTS WITH NEW WORK PLAN.
4" 3 1/
T.O. CHIMNEY
CAREFULLY REMOVE & SALVAGE EXISTING WINDOW AND ASSOCIATED HARDWARE. CAREFULLY REMOVE & DISPOSE OF EXISTING WINDOW ASSEMBLY ACCESSORIES & ASSOCIATED STONE SILL INCLUDING BUT NOT LIMITED TO BLOCKING, SHIMS,
1/16" BLACKENED METAL PLATE PANELS
METAL PAN AND RISER, BLACK METAL FINISH
3/4"
WOOD TREAD
1 1/4"
CHIMNEY SLAB +10 7/8"
PDM ESTATES, LLC 925 7TH N ST LIVERPOOL, NY 13088
A510
BREWERY NOVALIS
C3
1 1/4"
11"
B4
METAL MT-XX STAIR NOSING, FLUSH MOUNT INTO WOOD TREAD
4"
4'-1"
EXISTING SLAB -1' - 7 7/8"
8
DW.2
CHIMNEY SLAB STRUCTURAL POST, BLACK METAL +10 7/8" 1ST FLOOR PLAN FINISH +0"
C4
TRIPLE WYTHE MASONRY WALL WITH PARGING REPARGE BRICK 10% FACADE REPAINT 100% FACADE
DW.2
CAREFULLY REMOVE & DISPOSE OF EXISTING WINDOW ASSEMBLY & ASSOCIATED STONE SILL INCLUDING BUT NOT LIMITED TO WINDOW, HARDWARE, BLOCKING, SHIMS, FASTENERS, BACKER-RODS, SEALANTS, AND MORTAR.
OWNER:
RISER TYP, MT-XX DR.6FINISH CAREFULLY SALVAGE VENT CUPOLAS - CLEAN AND PAINT TO MATCH MTL-1 AND BLACK METAL RE-INSTALL; COORDINATE LOCATION WITH ARCHITECT. DS.1 LANDING TREAD, WOOD-XX
1ST FLOOR PLAN +0"
7
DR.1
2ND FLOOR PLAN
CHIMNEY SLAB +10 7/8"
EXTERIOR ELEVATION - SOUTH
D
A1
REMOVE DOOR, FRAME AND HARDWARE. PREPARE OPENING AS REQUIRED TO RECEIVE NEW WORK.
3'-6"
DW.2
D
A
REMOVE METAL STRUCTURE SHOWN HATCHED. COORDINATE WITH STRUCTURAL AND NEW WORK.
DO.5
ROOF T.O. DECK +24' - 10"
- 0" STRUCTURAL +13' STEEL CARRIAGE, BLACK METAL FINISH
RE.04
WOOD TREAD (WD-XX) IN METAL PAN (MT-XX)
4'-0" TREAD WIDTH
DW.2
DF.8 DO.1
ROOF T.O. DECK +24' - 10" EXISTING MASONRY CHIMNEY WALL
FASTENERS, BACKER-RODS, SEALANTS, AND MORTAR. PREPARE AREA TO RECEIVE TREADS BEYOND, WOOD-XX NEW WINDOW.
OPEN
RE.06
2ND FLOOR PLAN +13' - 0"
5 6
RE.02
THOROUGHLY CLEAN WORK AREA AND PREP ALL SURFACES TO RECEIVE NEW WORK INCLUDING BUT NOT LIMITED TO MASONRY WALLS, INTERIOR SILLS, BEAMS, COLUMNS, ETC., COMPLETE.
BREWERY NOVALIS
RE.06
RE.06
FULLY REBUILD CORNER (100% BRICK REPLACEMENT) REPLACE AND REPOINT BRICK (30% BRICK REPLACEMENT)
C
REMOVE WOODEN STRUCTURE AND FLOOR DECKING. REMOVE RAILINGS. COORDINATE WITH STRUCTURAL AND NEW WORK.
DF.7
RENOVATIONS AND ALTERATIONS
RE.05
4 FULLY REBUILD CORNER (100% BRICK REPLACEMENT)
C1
REMOVE METAL STRUCTURE AND FLOOR SLAB, SHOWN HATCHED. COORDINATE WITH STRUCTURAL AND NEW WORK.
DF.2
100 BUCKLEY RD, LIVERPOOL, NY 13088
ROOF T.O. DECK +24' - 10"
6 25/32"
3
F
3 9/32" 1 1/2" 2"
5T@ 11"= 4'-7"
2
1" STD BALUSTRADE BEYOND
SEAL:
DESCRIPTION
DF.1
DO.8
REPLACE AND REPOINT BRICK (25% BRICK REPLACEMENT)
E
6 25/32"
OPEN
1
11" TYP.
E
TRIPLE WYTHE MASONRY WALL REPOINT BRICK 100% FACADE, REPLACE BRICK 10% FACADE
1'-0"
ENTIRE FACADE TRIPLE WYTHE MASONRY WALL REPOINT 100% BRICK
TRIPLE WYTHE MASONRY WALL REPOINT BRICK 20% FACADE, REPLACE BRICK 40% FACADE
W = WALL / STRUCTURE
EXISTING BRICK CHIMNEY (DEFUNCT)
F
W BEAM, SEE STRUCTURAL
100 BUCKLEY RD, LIVERPOOL, NY 13088
3'-6" 3'-1"
A2 A403
2ND FLOOR PLAN +13' - 0"
MESH RAILING BEYOND
S = STAIRS / RAMPS
6 25/32" 1"
GUARD RAIL, METAL MESHNO. MT-XX
FINISH FLOOR
CARRIAGE CONNECTION TO W BEAM, SEE STRUCTURAL
2"
T.O. CHIMNEY
T.O. CHIMNEY
M = MILLWORK
A6 A313
CONSULTANT:
KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED.
Dx = DEMOLITION KEYNOTE
H
PDM ESTATES, LLC 925 7TH N ST LIVERPOOL, NY 13088
Autodesk Docs://Baumer Candle Factory Brewery/23107-PDM Novelis Brewing R23.rvt
H
T.O. CHIMNEY
PLYWOOD SHEATHING
11"
BRACKET MT-XX
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
INFILL EXISTING OPENING TO MATCH ADJACENT
HAND RAIL, RE.07 REPLACE BRICK TO MATCH ADJACENT 1 1/2" DIA WOOD WD-XX KEYNOTES - DEMOLITION PLANS BALUSTER, 1" SQUARE METAL TUBING, MT-XX
F
HANDRAIL 1 1/2" DIA WOOD WD-XX
R 3"
REMOVE BRACKETS, REPAIR AND REPOINT MASONRY, TYP.
9'-11 213/256" VIF
C2 A131
G
OWNER:
L8x4x7/16" POURSTOP/TOE KICK, CUT AT STAIR LANDING 2.5" NW CONCRETE ON 1 1/2"x20 GA. METAL DECK
REPAIR STUCCO/PARGING; SOUND PERIMETER OF DELAMINATION TO REMOVE LOOSE MATERIAL PRIOR TO PATCHING, TYP.
J
11'-2" VIF
W = WALL / STRUCTURE
R = ROOFING
F = FLOORING
BREWERY NOVALIS
S = STAIRS / RAMPS
O = OPENING
E = EQUIPMENT / FIXTURES
100 BUCKLEY RD, LIVERPOOL, NY 13088
M = MILLWORK
C = CEILING
RE.06
G
Autodesk Docs://Baumer Candle Factory Brewery/23107-PDM Novelis Brewing R23.rvt
10 171/256"
KEYNOTES - FACADE RESTORATION KEYED NOTES LOCATED WITHIN A SPACE SHALL APPLY THROUGHOUT THE SPACE UNLESS OTHERWISE INDICATED. Dx = DEMOLITION KEYNOTE
RENOVATIONS AND ALTERATIONS
9
MEDIA BLAST TO CLEAN ALL MASONRY SURFACES. REPAINT ALL PREVIOUSLY PAINTED MASONRY SURFACES; DO NOT PAINT PREVIOUSLY UNPAINTED MASONRY USE BIOCIDE AS NECESSARY ON GROWTH AROUND PERIMITER OF FACADE SCRAPE AND REPAINT ALL EXISTING LINTELS AND JAMBS DRILL OUT EXISTING ANCHORS AND FILL HOLES
1 1/2" 2"
2. 3. 4.
NO.
1
6
1.
1 3/4"
11
5
8 GENERAL NOTES (FACADE RESTORATION)
Size: 6.700 SF
TRIPLE WYTHE MASONRY WALL REPLACE BRICK 30% FACADE PARGE 100% FACADE
4
7
6 25/32"
6
1"
5
Location: Salina, NY
J
1 1/2"
4
TOP RAIL, 3"x3/4" SECTION, MT-XX
1 1/2"
3
3/4" = 1'-0"
4/10/2026 10:00:50 PM
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
2
SEAL:
1ST FLOOR PLAN +0"
Year: 2026
1
As project architect, I carried the project through from the concept stage to permit set. I spearheaded early packages concerning roofing replacement and masonry scope. For the main permit set, I carried out code analysis as well as going through multiple versions of interior space design including atrium, stair options along with seating layout, and materiality, engaging with the client actively throughout all stages.
CHIMNEY SLAB +10 7/8"
Client: PDM Estates
1'-0"
Pascarella Development is transforming the former Will & Baumer candle factory complex into a vibrant multi-family housing development. Serving as the community and hospitality anchor for the project, Brewery Novalis will feature a microbrewery and pizza restaurant. The main dining space will occupy the original three-wythe brick building. A new northern addition will house the back-ofhouse operations, including the brewing cellar, kitchen, offices, and a second-floor annex dedicated to private catering. Outside, a dynamically angled balcony aligns with the interior layout, offering expansive views and creating a striking architectural contrast between historic masonry and modern design.
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LIC ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPE MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF AS EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCU LICENSED ARCHITECT OR ENGINEER.
Firm: Ashley McGraw Architects
G
CONSULTANT:
Constructed in the early 1900s, the original building features traditional structural clay common brick bound by lime-based mortar. Decades of weathering have caused severe material degradation, resulting in significant localized brick loss and extensive face spalling. To stabilize the envelope, the masonry restoration scope calls for repointing with a flexible Type O mortar to safely match the highly SECTION - STAIR INTERMEDIATE LANDING E6 porous, low-compressive-strength historic brick.
H
4/16/2026 3:45:25 AM
Brewery Novalis
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
H3 - HEAD AT NEW EXPOSED LINTEL 3" = 1'-0"
G
A5
1/4" = 1'-0"
1 1/2" = 1'-0"
24'-2 1/4"
15 '-6 21 9/2 15 56 '-4 " 21 15 9/2 '-1 56 09 " 1/2 56 "
24'-4 "
24'-2 1/4"
24'-3 "
24'-2"
24'3" 15'29 1/2 56"
24'-3 1/4 "
24'-6"
24'-6 1/4"
25'-4"
1'-3 1/2"
4585 WEST SENECA TURNPIKE SYRACUSE, NEW YORK, 13215
3'-0"
7
GLASS GUARDRAIL -
LEVEL 02 16'-0"
1
JANUARY 24, 2024
GLASS RAILING
1' - 0"
S.S. HANDRAIL
MAX
7
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING
1
1' - 0"
2
BARZ BAFFLE W/ FACTORY END CAPS
MAX
1/4"
REVEAL
BAFFLE ATTACHMENT @ HIGH VELOCITY DIFFUSER AREAS- THREADED ROD 1 1/2" = 1'-0"
3
3
4
7
A5
BAFFLE ATTACHMENT - TYP. 1 1/2" = 1'-0"
5
7
6
7
© 2024 - ASHLEY MCGRAW ARCHITECTS
4585 WEST SENECA TURNPIKE SYRACUSE, NEW YORK, 13215
C4 A491
REVEAL
REVEAL
5
5
FORESHORTENED
28
27
26
11" TYP
.
CONCRETE FILLED SCREED CONCRETE FILL 3/8" +/- BELOW TOP OF PAN AS NEEDED TO SET TILE FLUSH
1' - 10"
1' - 10"
1' - 10"
ATRIUM STAIR LANDING
4'-6 219/256" PROJECT STATUS:
2"
PTD C CHANNEL STRINGER
CANE RAIL 2 BEYOND TO MASONRY WALL
END CAP WITH EASED EDGES AT STRINGER AND SHOE, TYP.
25
24
23
20
19
18
17 PP-2
16
15
14
13
12
11
10
JANUARY 24, 2024
CANE RAIL 1
19T @ 11"= 17' - 5"
PTD GYP SOFFIT
STAIR RAILING
ARCHITECTURAL CEILING PLAN DETAILS
8
PP-2
INT.
0"
ST
RING
FINISH FLOOR AS SCHEDULED
S ER 4 3 2 1
UP
FLOOR LEVELER REFER TO STRUCTURAL
FLOOR FINISH AS SCHEDULED
FIRE-SAFING AT PERIMETER TYPICAL
A530 EXISTING METAL STUD WALL
7
C1 F6
A491
A491 EXISTING GWB - PAINTED
6
7
3/8" = 1'-0"
2
4
REV. REV. DESCRIPTION DATE 2024.02.14 ADDENDUM 3 2024.05.08 BULLETIN 3 ATRIUM STAIR
7
WOOD BLOCKING CONFORMED SET PAINTED - BREAK METAL 07/12/2024
7
LEVEL 02 16'-0"
7
COORDINATE RAISED FLOOR SYSTEM WITH EXISTING STRUCTURAL ELEMENTS
FASTENERS PER RAILING MANUFACTURERS RECOMMENDATIONS
PROJECT STATUS:
EXISTING METAL SIDING TO REMAIN REMOVE AND REINSTALL AS REQUIRED TO INSTALL CFMF AND BLOCKING FASTENERS PER RAILING MANUFACTURERS RECOMMENDATIONS
6" CFMF BOX BEAM WITH WOOD BLOCKING ANCHOR SYSTEM INTO EXISTING FLOOR SLAB
6" CFMF @ 16" O.C.
BID DOCUMENTS PHASE 2
DATE ISSUED:
JANUARY 24, 2024
VERTICAL CIRCULATION- STAIR PLANS
5"Hx6"Lx1/8" STEEL BENT PLATE (WELD TO EXISTING BENT PLATE FLOOR POUR STOP)
3
1" = 1'-0"
7
23020.01 REV. NO. 3 7
5/8" CEMENTITIOUS BACKER BOARD (RAISED FLOOR PP-1 / PP-2 LOCATIONS , FASTENED TO RAISED FLOOR PANEL PER RAISED FLOOR MFGR RECOMMENDATIONS
7
7
SECOND FLOOR ATRIUM RAILING © 2024 - ASHLEY A4MCGRAW ARCHITECTS
SECOND FLOOR BRIDGE -2001 RAILING - SECTION
A4a 1" = 1'-0" 3
AM JOB NO.
1/2" CLEAR TEMPERED LAMINATED GLASS
FLOOR FINISH AS SCHEDULED
EXISTING METAL SIDING TO REMAIN REMOVE AND REINSTALL AS REQUIRED TO INSTALL CFMF BOX BEAM
EXISTING BENT PLATE POUR STOP
EXISTING STRUCTURE
2 1/2" H x 3"L +/- x 1/8" ALUM CLOSURE TO MATCH RAIL BASE
PAINTED BREAK METAL TO MATCH SIDING
EXISTING STRUCTURAL C CHANNEL AND STIFFENERS; PTD TO MATCH STRINGER AT NEW STAIR
D4a A491
DELEGATED DESIGN CONNECTION : GC TO PROVIDE SYSTEM IN ACCORDANCE TO MEET ALL BCNYS FORCE RESISTANCE REQUIREMENTS. TYPICAL OF RAILING ATTACHMENTS EXISTING DIAGONAL BRACING PAINTED
5"Hx6"Lx1/8" STEEL BENT PLATE (WELD TO EXISTING BENT PLATE (FLOOR POUR STOP)
3"
3" = 1'-0"
GLASS RAIL SYSTEM BASIS OF DESIGN - LIVERS BRONZE STRUC-U-RAIL SYSTEM
GLASS RAIL SYSTEM BASIS OF DESIGN - LIVERS BRONZE STRUC-U-RAIL SYSTEM
DELEGATED DESIGN CONNECTION : GC TO PROVIDE SYSTEM IN ACCORDANCE TO MEET ALL BCNYS FORCE RESISTANCE REQUIREMENTS. TYPICAL OF RAILING ATTACHMENTS
2 1/2" H x 3"L +/- x 1/8" ALUM CLOSURE TO MATCH RAIL BASE
LEVEL 02 16'-0"
STAIR DETAIL @ TYP. RISER
7
1/2" CLEAR TEMPERED LAMINATED GLASS
7
5
5' -
GLASS GUARDRAIL 7
CORRIDOR 2000
1/2" CLEAR TEMPERED LAMINATED GLASS
S.S. HR 1 ALT 1 1 1/2" DIA - TYP.
6
GLASS GUARDRAIL 8
BRIDGE 2001
GLASS GUARDRAIL 6
7
C5
1 1/2" = 1'-0"
1 1/2" DIA. SS CANE RAIL 2 (8'-4" LONG) BELOW -SIM TO CANE RAIL 1
2' - 9"
ALL EXPOSED STRUCTURAL STEEL TO BE PAINTED.
GLASS RAIL SYSTEM BASIS OF DESIGN - LIVERS BRONZE STRUC-U-RAIL SYSTEM
D1 A491
CANE RAIL 1 AT FINISHED FLOOR
C4a A491
_____________________
PTD GYP SOFFIT ON 1 5/8" METAL STUD FRAMING
1 5/8" METAL STUD FRAMING
C4
7
_____________________
C.J. PP-2
LAND ING
7
SEE RCP
PORCELAIN PAVER PP-X; SUBMIT LAYOUT FOR REVIEW
EQ 126 .00°
9
PTD STEEL PAN
STRUCTURAL STIFFENER, PTD P-XX
SECTION DETAIL - FEATURE STAIRCASE
21
STRUCTURAL C CHANNEL C 12 x, PTD P-XX
LIGHT STRIP WITH DRYWALL DATE ISSUED: REVEAL ANDLEDACRYLIC FROSTED DIFFUSER;
C4a 3/8" = 1'-0"
22
11"
BID DOCUMENTS PHASE 2
CANE RAIL 2 IN FOREGROUND
LEVEL 01 0"
THE COUNTY OF ONONDAGA 412 MONTGOMERY STREET SYRACUSE, NEW YORK 13202
ALUMINUM SHOE BASE (GLAZING SUPPORT) W/ S.S. TRIM
PORCELAIN TREAD PP-2 W/ SCHLUTER NOSING IN S.S. FINISH
1"
ARCH ##
OWNER:
1 1/2" = 1'-0"
1/2" WELDED PLATE
RAILING FORESHORTENED
ARCH NAME
CANE RAIL BASE SUPPORT
2"
ALUMINUM SHOE 2.875" x 4.75" W/ S.S. TRIM
STRUCTRUAL HSS 6x0.500 POST, PNT-X
CANE RAIL -1
1' - 10"
D8 A491
PORCELAIN TREAD PP-2 WITH SCHLUTER S.S. NOSING - SUBMIT SHOP DRAWINGS FOR REVIEW
FEATURE STAIR PLAN
D8
7
2 x 2 1/2x1/2 STEEL PLATE WELDED @ 2'-3" O.C. PORCELAIN TREAD ON CONCRETE IN STEEL PAN
_____________________
A1
7
LEVEL 01 0"
EXISTING CONCRETE SLAB W REINFORCING
7
OPP
STAIR IN FOREGROUND
07/12/2024
GLASS GUARDRAIL 2
A
NON SHRINK GROUT
1 1/2" = 1'-0"
1/2" TEMPERED LAMINATED GLASS RAILING
CONFORMED SET
PTD C-CHANNEL C12x30 STRINGER, PNT-X
ALL WELDS TO BE GROUND SMOOTH AND FREE OF BURRS.
1/4"
1 1/2" = 1'-0"
2'-11"
GLASS GUARDRAIL 5
1' - 2"
STAIR SECTION @ BOTTOM
S.S. BRACKETS RB1053
ALL WELDS ARE TO BE GROUND SMOOTH PRIOR TO FINISHES
ALIGN FACE OF CANE RAIL
1' - 4"
6
1/4"
BAFFLE ATTACHMENT - TYP.
3'-6"
3' - 6" 3' - 6"
GLASS GUARD RAIL SYSTEM
GLASS RAILING
U
LAST TREAD
D7
1 1/2" DIA S.S. HANDRAIL
BARZ BAFFLE W. FACTORY END CAPS
C.J.
SET SCREW 3 MIN.
S.S. HANDRAIL BRACKET
FORSHORTENED
PTD CEE CHANNEL STRINGER STIFFENER @ GLASS JOINTS, TYP PNT-X
CANE RAIL IN FOREGROUND
REQ'D, TYP. 4'-0" MAX SPACING T
1
A530
7
FINISH AS SCHEDULED
LEVEL 01 0"
REV. STAIR SECTION @ TOP D6 1 1/2" = 1'-0" REV. DESCRIPTION DATE 2024.02.01 ADDENDUM 1 GLASS RAIL SYSTEM BASIS 2024.02.14 ADDENDUM 3 OF DESIGN - LIVERS BRONZE 3 3/4" STRUC-U-RAIL SYSTEM 2024.05.08 BULLETIN 3 ATRIUM STAIR 2 1/4"
1 1/2' S.S. HANDRAIL
1' - 4"
4
REV. NO. 1 3 7
7
LEVEL 01 0"
PTD EXISTING GWB
ALUMINUM SHOE W/ S.S. STEEL
HANGER PLATE
A5
1
U
1' - 9"
CANE RAIL RETURNS TO MASONRY WALL
3/8" = 1'-0"
B
7
23020.01
2
C4 A491
FIELD- FASTEN AS ELEVATION STAIR SOUTH
4.1
JANUARY 24, 2024
ARCHITECTURAL CEILING PLAN DETAILS
1/4"
REVEAL
A3
DATE ISSUED:
BARZ BAFFLE W. FACTORY END CAPS
1'-0" MAX.
3' - 9"
1 1/2" SS CANE RAIL CAULK - TYP
________________________________________
3
D4a 3/8" = 1'-0"
1 1/2"
1' - 2"
D7 AM JOBA491 NO.
4
________________________________________
7
C1
1 1/2" = 1'-0"
5
.
HANGER WIRE
BAFFLE ATTACHMENT @ HIGH VELOCITY DIFFUSER AREAS- THREADED ROD
CONCEALED STAIR ATTACHMENTSEE STRUCTURAL
6
LEVEL 01 0"
0"
HANGER WIRE
ADJUSTABLE HANGER BRACKET
A3
BID DOCUMENTS PHASE 2
COORD REQUIREMENTS W MFGR
THREADED ROD
PROJECT STATUS:
3' - 9"
SEAL:
S.S. RAILING POST ATTACHMENT TO STRINGER BEYOND- PROVIDE SHOP DRAWINGS FOR REVIEW
7
DECK
CANE RAIL 2 FORESHORTENED
ALL WELDS TO BE GROUND SMOOTH TYPICAL
7
CONSULTANT:
LEVEL 02 16'-0"
1' - 1"
1' -
UNISTRUT
07/12/2024
1"
LEVEL 01 0"
3' - 9"
PORCELAIN TILE TREAD ON METAL PAN
8
1/2" TEMPERED LAMINATED GLASS FINISHED EASED EDGE - TYP
S.S. HR 1 1 1/2" DIA - TYP.
CONFORMED SET
4'-0" MAX SPACING- GC DELIGATED DESIGN
BEAM CLAMP
3' - 9"
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
EXIST. C CHANNEL
SECTION DETAIL - FEATURE STAIRCASE
7
PTD STRUCTURAL CEE CHANNEL C12X30
3' - 7"
LEVEL 02 16'-0"
A610
7
ATRIUM STAIR LANDING 4'-6 219/256"
SECTION DETAIL - FEATURE STAIRCASE ALTERNATE 1 3' - 9"
3' - 7"
0"
AXON - BAFFLES
GC TO COORDINATE ALL BARZ ATTACHMENT / SUPPORT SYSTEM COMPONENTS, AS REQUIRED BY BARZ RECOMMENDATIONS. SUSPENSION SYSTEM CONNCETED TO EXISTING STRUCTURE, TO BE DELIGATED DESIGN BY GC. PROVIDE COORDINATED SHOP DRAWINGS.
3' - 6"
18' - 6"
T
2' - 7"
SUBMIT COORDINATED SHOP DRAWINGS INDICATING TOP OF FINISHES FOR APPROVAL
5"
A1
7
FINISHES
9
ATRIUM STAIR LANDING 4'-6 219/256"
2' - 7"
ALUM RAILING SHOE W/ S.S. TRIM
6' -
7
EQ
PTD STEEL RISER
CONCEALED STAIR ATTACHEMENTSEE STRUCTURAL
10
REV. REV. DESCRIPTION DATE 2024.02.01 ADDENDUM 1 2024.02.14 ADDENDUM 3 2024.05.08 BULLETIN 3 ATRIUM STAIR
ALL HANGERS AND SUPPORTS TO BE PAINTED MATCH CLG PAINT, TYP.
+/- 2' - 10"
1/4" = 1'-0"
7
FLOOR FINISH, SEE FINISH PLAN
2' - 2"
.
11
23020.01
7
C5 A491
________________________________________
1' -
A530 © 2024 - ASHLEY MCGRAW ARCHITECTS
15
12
AM JOB NO.
REV. NO. 1 3 7
2' - 2"
16
13
3/8" = 1'-0"
1/4" = 1'-0"
C.J. / SOFT JOINT
17
14
PP-2
LEVEL 01 0"
4' - 0"
ALUM. GLASS GUARDRAIL 3 AND 4
F7
MODIFY EXIST. CEE CHANNEL TO ACCOMMODATE STAIRS FULL WIDTH OF STAIRS
ATRIUM STAIR LANDING 4'-6 219/256"
COORD REQUIREMENTS W MFGR
BARZ BAFFLE W/ FACTORY END CAPS
CROSS BRACING
4' - 0"
ALUMINUM SHOE W/ S.S. TRIM
18
DIFFUSERS TO REMAIN SEE MEP
C
1'-0" MAX.
_____________________
4' - 0"
EXISTING GWB; PNT-6
ALUM. GLASS GUARDRAIL 2 @ BRIDGE
________________________________________
THREADED ROD ADJUSTABLE HANGER BRACKET
1/4" = 1'-0"
20
4'-0" MAX SPACING- GC DELIGATED DESIGN
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING
10'-0"
7
21 19
A4a A491
BEAM CLAMP UNISTRUT
F6
STEEL STRINGER SEE STRUCTURAL
22
________________________________________
GC TO COORDINATE ALL BARZ ATTACHMENT / SUPPORT SYSTEM COMPONENTS, AS REQUIRED BY BARZ RECOMMENDATIONS. SUSPENSION SYSTEM CONNCETED TO EXISTING STRUCTURE, TO BE DELIGATED DESIGN BY GC. PROVIDE COORDINATED SHOP DRAWINGS.
SUSPENDED WOOD BAFFLES - HANGAR WIRE SYSTEM
ALUM. GLASS GUARDRAIL 1 @ BRIDGE
EXISTING STRUCTURAL C-CHANNEL; PTD PNT-X
7
23
D1
PROVIDE STEEL CHANNEL @ BRIDGE - FORMER STAIR LANDING TO MATCH ADJACENT EXISTING PTD PNT-X
EXISTING GWB; PTD PNT-6
1 1/2' DIAMETER STAINLESS STEEL HANDRAIL
ALL HANGERS AND SUPPORTS TO BE PAINTED MATCH CLG PAINT, TYP.
. A5 A491 RAISED FLOOR AT
.
EQ
4585 WEST SENECA TURNPIKE SYRACUSE, NEW YORK, 13215
T.O. WOOD BAFFLES - ATRIUM
SUSPENDED WOOD BAFFLES - THREADED ROD SUSPENSION SYSTEM 25'-10"
ALL HANGERS AND SUPPORTS TO BE PAINTED MATCH CLG PAINT, TYP.
A4 A491
_____________________
+/- 2' - 10"
1' - 2"
WHITNEY APPLIED TECHNOLOGY CENTER - PHASE 2
1
24
D6 A491
________________________________________
CANE RAIL 1
Concurrently, I was responsible for generating design options, executing the final design development phase, and producing the construction detailing for the feature atrium staircase.
4' - 0"
RENOVATIONS TO
7
F4
D
7
4' - 0"
4 1/2"
1 1/2" = 1'-0"
VIF
4' - 0"
3"
WOOD BAFFLES W/ THREADED ROD @ WALL
C6
4' - 0"
2"
X
4' - 0"
3' - 6"
W.4
GUARDRAIL 3
+/- 30' - 1" 3' - 1"
3' - 1"
2"
W
_____________________
4' - 0"
3'-6"
V.8
A4a A491
.
4' - 0"
3'-0"
BARZ CEILING BAFFLE
V
4' - 0"
3' - 6"
MAINTAIN CLEARANCE FROM WALL OR EXISTING MECHANICAL
VIF
ALUM. / GLASS GUARD RAIL AND ACCESSORIES BOD: LIVERS BRONZE STRUCT-U-RAIL
4'-6 219/256"
1"
4' - 0"
8 EQ. RISERS
(4) TYPE D1
(4) TYPE B1
LEVEL 02 16'-0"
.
C4 A491
3' - 6"
EXISTING DISPLAY CASE
THE COUNTY OF ONONDAGA 412 MONTGOMERY STREET SYRACUSE, NEW YORK 13202
4' - 0"
EXISTING STRUCTURAL C-CHANNEL; PTD PNT-X
_____________________
25
2"
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING (3) TYPE B1
(4) TYPE D1
T.O. WOOD BAFFLES - ATRIUM 25'-10"
ADJUSTABLE HANGER BRACKET
26
6'-8" MIN
1'-0" MAX
4' - 0"
3' - 9"
LEVEL 02 16'-0"
27
16'-0"
(3) TYPE A1
(3) TYPE A1
ARCH ##
OWNER:
THREADED ROD
3' - 9"
28
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
ARCH NAME
7
(2) TYPE D1
3' - 9"
3 1/2"
EXIST HIGH VELOCITY DIFFUSER
(3) TYPE A1
3' - 9"
E
11'-5 1/8"
I spearheaded the design development, spatial layout, and technical detailing of the atrium acoustic baffles, successfully translating the initial design concept into a system fully integrated with manufacturer product specifications and complex site conditions.
GLASS RAILING W/ STRUCTURAL CEE CHANNEL STRINGER
UNISTRUT (2) TYPE A1
U
3' - 9"
2"
EA0
Gb3
Gb3 EA0
EA0
BEAM CLAMP
(2) TYPE D1
CL 1.79°
WHITNEY APPLIED TECHNOLOGY CENTER - PHASE 2
170-1
Gb3
3'-7 3/4"
171-1
Gb3
WHITNEY APPLIED TECHNOLOGY CENTER - PHASE 2
10'-0"
A4a A491
_____________________
+/- 30' - 1" T
20 EQ RISERS @ 6 7/8" +/-
15 '-6
(2) TYPE D1
CL 3.00°
SEAL:
7
3' - 6"
CL
1
GC TO COORDINATE ALL BARZ ATTACHMENT / SUPPORT SYSTEM COMPONENTS, AS REQUIRED BY BARZ RECOMMENDATIONS. SUSPENSION SYSTEM CONNCETED TO EXISTING STRUCTURE, TO BE DELIGATED DESIGN BY GC. PROVIDE COORDINATED SHOP DRAWINGS.
ATRIUM STAIR LANDING 4'-6 219/256"
ALL HANGERS AND SUPPORTS TO BE PAINTED MATCH CLG PAINT, TYP.
VARIES SEE RCP
LEVEL 02 16'-0"
ALTERNATE 1
(1) TYPE B1
(1) TYPE C1
A
6
RENOVATIONS TO
Gab6 1
RENOVATIONS TO
Ga6
1000-1
8'-3 7/8" 10'-0"
4'-0" 5'-4"
EA0
1'-3"
3' X 10' ALUMINUM PLAQUE WITH 1/2" THICK ALUMINUM LETTERING
CONSULTANT:
GLASS RAILING W/ STRUCTURAL CEE CHANNEL STRINGER
7
2
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
24'-3 " 24'-4"
91/2 56" 15'-2
24'-3"
Gab6
C4a A491
_____________________
TYPE D1: 2X8, 8'-6" LENGTH TYPE D2: 2X8, 6'-6" LENGTH TYPE D3: 2X8, 4'-6" LENGTH TYPE D4: 2X8, 10'-6" LENGTH TYPE D5: 2X8, 8'-0" LENGTH TYPE D6: 2X8, 4'-0" LENGTH TYPE D7: 2X8, 2'-6" LENGTH TYPE D8: 2X8, 3'-0" LENGTH
ALTERNATE 1
S.S. HANDRAIL
Within the atrium, a dynamic arrangement of acoustic baffles instills immediate visual excitement upon arrival. Complementing this energetic threshold, a new staircase descending from the second-floor bridge introduces a meandering spatial experience through the vertical connection.
3
TYPE B1: 4X8, 8'-6" LENGTH TYPE B2: 4X8, 6'-6" LENGTH TYPE B3: 4X8, 4'-6" LENGTH TYPE B4: 4X8, 2'-6" LENGTH TYPE B5: 4X8, 10'-6" LENGTH
" 18'-0
"=
Autodesk Docs://OCC Whitney ATC Renovations/23020_OCC Whitney_R23.rvt
'-1" 18
7
CL 3.00°
PROJECT STATUS:
GLASS RAILING
A
For the feature ceiling, the low-hanging baffles are suspended using a flexible hanger wire system, while the upper baffles closer to the ceiling are anchored by a rigid threaded rod suspension system.
TYPE A1: 4X8 WITH LINEAR LIGHT, 8'-6" LENGTH TYPE A2: 4X8 WITH LINEAR LIGHT, 6'-6" LENGTH TYPE A3: 4X8 WITH LINEAR LIGHT, 6'-0" LENGTH TYPE A4: 4X8 WITH LINEAR LIGHT, 4'-6" LENGTH TYPE A5: 4X8 WITH LINEAR LIGHT, 2'-0" LENGTH TYPE A6: 4X8 WITH LINEAR LIGHT, 10'-6" LENGTH TYPE A7: 4X8 WITH LINEAR LIGHT, 8'-0" LENGTH TYPE A8: 4X8 WITH LINEAR LIGHT, 4'-0" LENGTH
6" 9/25 21
T.O. WOOD BAFFLES - ATRIUM 25'-10"
A101.2B © 2024 - ASHLEY MCGRAW ARCHITECTS
11
SUSPENDED WOOD BAFFLES - THREADED ROD SUSPENSION SYSTEM
GLASS GUARDRAIL BUTT GLAZED PANELS
1
1" '-1 17
'-3 17
ARCHITECTURAL CEILING PLAN DETAILS
SUSPENDED WOOD BAFFLES - HANGAR WIRE SYSTEM
AXON - BAFFLES
6" 9/25 21
12'-2"
VARIES
7
7
A1
'-6 16
.
@
5
A5 A530
_____________________
2 1/2"
BAFFLE ATTACHMENT - TYP. ATRIUM - NORTH ELEVATION
6
2"
B1
5
2 1/2"
7
4
4 WOOD CEILING SYSTEM BAFFLE TYPES
7T
3
3
W
2" VIF
1/4" REVEAL
Autodesk Docs://OCC Whitney ATC Renovations/23020_OCC Whitney_R23.rvt
1/4"
1 1/2" = 1'-0"
V.8
REV. REV. DESCRIPTION DATE 2024.02.01 ADDENDUM 1 2024.02.14 ADDENDUM 3 2024.05.08 BULLETIN 3 ATRIUM STAIR
DATE ISSUED:
EXISTING DISPLAY CASE
REVEAL
BAFFLE ATTACHMENT @ HIGH VELOCITY DIFFUSER AREAS- THREADED ROD
2
V
EQ
A3
PROJECT NORTH
1
BID DOCUMENTS PHASE 2 GLAZED PANELS BUTT
BARZ BAFFLE W. FACTORY END CAPS
BARZ BAFFLE W/ FACTORY END CAPS
B
1/8" = 1'-0"
3' X 10' ALUMINUM PLAQUE WITH 1/2" THICK ALUMINUM LETTERING
07/12/2024
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING
1'-0" MAX. MAX
FLOOR PLAN- LEVEL U1- AREA F
A1
CONFORMED SET
HANGER WIRE
7
1
A2 A302
T.O. WOOD BAFFLES - LOUNGE BAFFLE HIGH PT. 32'-6" 31'-11"
COORD REQUIREMENTS W MFGR
JANUARY 24, 2024
FLOOR PLAN- LEVEL 01- AREA F - PHASE 2B
_____________________
7 C4a A491
4'-0" MAX SPACING- GC DELIGATED DESIGN THREADED ROD
DATE ISSUED:
_____________________
23020.01
7
BEAM CLAMP
1' - 0"
A3 A530
_____________________
7
GC TO COORDINATE ALL BARZ ATTACHMENT / SUPPORT SYSTEM COMPONENTS, AS REQUIRED BY BARZ RECOMMENDATIONS. SUSPENSION SYSTEM CONNCETED TO EXISTING STRUCTURE, TO BE DELIGATED DESIGN BY GC. PROVIDE COORDINATED SHOP DRAWINGS.
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING
BID DOCUMENTS PHASE 2
FEC (EXIST)
ARCH ##
AM JOB NO.
_____________________
7 T.O. WOOD BAFFLES - LOUNGE BAFFLE HIGH PT. 32'-6" 31'-11"
PROJECT STATUS:
.
3
SF-05 CORRIDOR 1220
1
E1
_____________________
1/4" = 1'-0"
REV. NO. 1 .
ADJUSTABLE HANGER BRACKET
3
07/12/2024
ATRIUM - NORTH ELEVATION
A53 7 A530
UNISTRUT
.
TOILET 173B
EA0
WD-1 BENCH
D1 A541
C6 A530
TOILET 173A
SHADES
.
_____________________
RE SYSTEM
OFFICE 174
.
1' - 6"
C
1 1/2" = 1'-0"
REV. DATE REV. DESCRIPTION 2024.02.01 ADDENDUM 1 2024.02.14 ADDENDUM 3 2024.05.08 BULLETIN 3 ATRIUM STAIR
5' - 0"
LEVEL 01 0"
_____________________
ALL HANGERS AND SUPPORTS TO BE PAINTED MATCH CLG PAINT, TYP.
A5 A510
_____________________
_____________________
7
ALL HANGERS AND SUPPORTS TO BE PAINTED MATCH CLG PAINT, TYP.
1
TYPE C1: 3X8, 8'-6" LENGTH TYPE C2: 3X8, 6'-6" LENGTH TYPE C3: 3X8, 4'-6" LENGTH TYPE C4: 3X8, 10'-6" LENGTH TYPE C5: 3X8, 8'-0" LENGTH TYPE C6: 3X8, 4'-0" LENGTH TYPE C7: 3X8, 6'-0" LENGTH
CL 2.00° CL
WOOD BAFFLES W/ THREADED ROD @ WALL
C6
X
23020.01 REV. NO. 1 3 7
A6 A541
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
(2) TYPE A1 (1) TYPE A2 (1) TYPE A4
W.4
INT. STRINGERS
B1
(3) TYPE C1 (1) TYPE C3
U
W
VARIES
(1) TYPE A4 (3) TYPE A1
A3 A530
FEC
A5 A510
3
V.8
CONFORMED SET
TOP OF WALL 9'0" COORDINATE WITH EXISITNG CONDUIT
_____________________
WD-1 BENCH
V
7" C.L. STRINGER
(1) TYPE A4 (3) TYPE A1
ATRIUM STAIR LANDING 4'-6 219/256"
.
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
SHADES
SF-05 3
(2) TYPE D1 (1) TYPE D2 F (1) TYPE D3 AM JOB NO.
(1) TYPE A4 7 (3) TYPE A1
3 REMOVE AND NEW CEILING SYSTEM
SEE FOR EQUIPMENT PLAN
KEY PLAN:
(2) TYPE A1 (1) TYPE A2 (1) TYPE A4
BARZ CEILING BAFFLE
Gb3
Ga3
PATCH WALL
(1) TYPE A4 (3) TYPE A1
KEYPLAN:
(3) TYPE C1 (1) TYPE C3
U
3
1'-0"
3
3
(2) TYPE A1 (2) TYPE A2
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
175
(1) TYPE A4 A5 / A400. (3) TYPE A1
1'-6"+/- WIDE X 1'-0" +/-DEEP TRENCH INFILL WITH CONCRETE TO ACCEPT NEW FINISHES - TYP. REFER TO STRUCTURAL DRAWINGS
1 1/2" = 1'-0"
(3) TYPE D1 (1) TYPE D3
BULLETIN NARRATIVE: NON INCLUSIVE LIST REFER TO DRAWINGS FOR ADDITIONAL SCOPE CHANGES. 1. ALL METAL SIDING ON SOUTH WALL TO REMAIN AD101 2.B AND AD10.2B 2. STUDY HUB 1000A IS REMOVED FROM THE PROJECT IN ENTIRETY. INCLUDING BUT NOT LIMITED TO ITS STOREFRONT FRAMING, DOOR 1000A-1, ACP CEILING, LIGHTING, AND ALL FINISHES. 3. FEATURE STAIR IN ATRIUM HAS BEEN RECONFIGURED. 4. THE STAIR MILLWORK SCOPE HAS BEEN REMOVED INCLUDING THE STRUCTURAL FOAM AND COLD FORMED METAL FRAMING BELOW THE STUDY HUB. REFER TO REVISED SHEET A491. 5. DETAIL C1/A541 METAL SIDING ON SOUTH WALL TO REMAIN. WALL TYPE G3A FURRING WILL NOT BE INSTALLED. 6. DETAIL B1/A530. BARZ WOOD BAFFELS ATTACHED TO THE NORTH WALL WERE REMOVED. 7. DETAIL C1/A530. BARZ WOOD CEILING BAFFLES BETWEEN COL LINE T AND V HAVE BEEN ALTERED IN LAYOUT ADJUST PP1 AND PP2 EXTENTS ON FIRST FLOOR ADJUST PAINTED CEILING EXTENTS OF ACCENT COLOR ON CEILING. 8. PROVIDE SUBSTRATE ON ACCESS FLOOR IN CORRIDOR 2000 TO ACCEPT PAVER FLOOR FINISHES AS INDICATED IN NEW DETAIL.
MAINTAIN CLEARANCE FROM WALL OR EXISTING MECHANICAL
(2) TYPE D1 (1) TYPE D2 (2) TYPE A1 (1) TYPE A2 (1) TYPE A4
1' - 0"
C6 A530
SUSPENDED WOOD BAFFLES
(2) TYPE A1 (2) TYPE A2
(3) TYPE D1 (1) TYPE D3
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
(3) TYPE B1 (1) TYPE B3
(3) TYPE B1 (1) TYPE B3
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
(4) TYPE B1
1' - 0"
(1) TYPE A4 (3) TYPE A1
(3) TYPE B1 (1) TYPE B3
(2) TYPE B1 (2) TYPE B2
MACHINE LAB 171
DETAIL @ MULLION MATE
CORRIDOR 1200
(2) TYPE D1 (1) TYPE D2 T ELECTROMECH (1) TYPE D3 LAB
(2) TYPE D1 (1) TYPE D2 (2) TYPE A1 (1) TYPE A2 (1) TYPE A4
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
(3) TYPE B1
(3) TYPE B1 (1) TYPE B3
(3) TYPE B1 (1) TYPE B3
C7
1"
(4) TYPE D1
K
1/4" = 1'-0"
(3) TYPE B1
(2) TYPE D1 (1) TYPE D2 T (1) TYPE D3
(3) TYPE B1
6'-2" WIDE X 6'-2" X 8'-0" +/-DEEP TRENCH INFILL WITH CONCRETE TO ACCEPT NEW FINISHES - TYP REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
20'-0"
SF-09
(3) TYPE B1
THE COUNTY OF ONONDAGA 412 MONTGOMERY STREET SYRACUSE, NEW YORK 13202
T.O. WOOD BAFFLES - ATRIUM 25'-10"
(4) TYPE D1
Y
(2) TYPE B1 (2) TYPE B2
FEC
(3) TYPE B1
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING (3) TYPE B1
M
(3) TYPE B1
(3) TYPE B1 (1) TYPE B3
PATCH WALL
VARIES
C1
(2) TYPE D1 (1) TYPE D2
(1) TYPE A4 (3) TYPE A1
S
STORAGE 170A
(2) TYPE D1 (1) TYPE D2
1'-0" MAX
ADJUSTABLE HANGER BRACKET
(3) TYPE A1
ARCH ##
OWNER:
THREADED ROD
(3) TYPE A1
Autodesk Docs://OCC Whitney ATC Renovations/23020_OCC Whitney_R23.rvt
(3) TYPE D1 (1) TYPE D3 (3) TYPE B1 (1) TYPE B2
REFLECTED CEILING PLAN- LEVEL 02- AREA F - WOOD BAFFLE
(3) TYPE B1
EXISTING WINDOW SYSTEM
1 INSTALL DOOR IN PHASE 2A
48"x72" GMB
3'-0"
(3) TYPE C1 (1) TYPE C2
R
ADJUSTABLE MULLION CLOSURE
3
D3 A492
(2) TYPE D1 (1) TYPE D2
Ga2
8
SEE A5 / A400. FOR EQUIPMENT PLAN
ARCH NAME
7
(2) TYPE D1
C
(2) TYPE D1 (1) TYPE D2
Ga2
CL 1.79°
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
CL
(3) TYPE B1
CL
CL 1.46°
5/8" GWB, TYP
EXIST HIGH VELOCITY DIFFUSER
(3) TYPE A1
CL
CL 1.46°
Q
CL
MFG PROCESS LAB 172
FEC
Gab6 0
_____________________
CL
UNISTRUT (2) TYPE A1
12'-2"
CL
CL 1.55°
2.04°
(3) TYPE B1
SF-07
11'-0"
S1-1
CL 1.55°
CL CL 1.52°
7
BEAM CLAMP
(2) TYPE D1
7/12/2024 11:22:40 AM
2.04°
CL
CL
RENOVATIONS TO
CL
B
CL CL 1.25°
CL CL CL CL CL CL 1.49° 1.36° 1.20° CL CL CL CL CL 1.35° 2.04° 1.44°
CL
1 1/2" = 1'-0"
4585 WEST SENECA TURNPIKE SYRACUSE, NEW YORK, 13215
CL
2.04°
THE COUNTY OF ONONDAGA 412 MONTGOMERY STREET SYRACUSE, NEW YORK 13202
CL CL 1.25°
Gab6 1
CL
2 AA1.000Bulletin
3
SF-06
FEC 9'-0"
3
EA0
CL CL 1.23°
CL CL 1.08°
(3) TYPE B1
7/12/2024 11:22:51 AM
12'-2"
CL
2.59°
(3) TYPE B1
10'-0"
GLASS RAILING W/ STRUCTURAL CEE CHANNEL STRINGER
CL
CL C 1.59° L
CL 1.52°
Gb2
Gb2
CL CL CL CL CL CL 1.49° 1.36° 1.20° CL CL CL CL D7CLDETAIL @ COLUMN 1.35° CLAD 1.44°
CL CL 1.23°
CL CL 1.08°
WHITNEY APPLIED TECHNOLOGY CENTER - PHASE 2
(2) TYPE B1 (1) TYPE B4 (3) TYPE B1 (4) TYPE A1
CL C 1.28° L
LEVEL 02 16'-0"
ALTERNATE 1
1
CL 1.00°CL
CL
CL
2.59°
CL C 1.59° L
8
1 AA1.000Bulletin
(2) TYPE B1 (1) TYPE B4
E7 A101.2B
SUSPENDED WOOD BAFFLES
11
4585 WEST SENECA TURNPIKE SYRACUSE, NEW YORK, 13215
RENOVATIONS TO
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
K Y M
3'-0"
C
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
3' X 10' ALUMINUM PLAQUE WITH 1/2" THICK ALUMINUM LETTERING
CL 1.00°CL
CL C 1.77° L
CL
CL C 1.28° L
CL
CL
CL CL 0° 3.0
CL
CL C 1.00° L
CL 1.00°CL
FEC
CL C 1.77° L
VARIES SEE RCP
CL 2.00° CL
CL 1.00°CL
CL 1.00°CL
(2) TYPE D1
CL 3.00°
ARCH ##
OWNER:
EXISTING STEEL
________________________________________
3
24'-3 1/4"
24'-6"
24'-2"
1/4"
7
CL C 1.00° L
ARCH NAME
________________________________________
15'-8"
20'-0"
CL CL 2.00° CL
8 1/8"
ALTERNATE 6. REINSTALL ALL GLAZING REHANG ALL EXISTING DOORS PROVIDE THE FOLLOWING: NEW GLAZING, WEATHERSEALS, FLASHING AND ACCESSORIES. NEW ALUMINUM FRAMING TO MATCH EXISTING. NEW COMPOSITE WOOD FIBER TRIM OVER DETORIATED SILL FLUSH WITH TOP EXISTING STOREFRONT SILL (NORTH AND SOUTH WALLS GLAZING) REMOVE PAINT ON ALL EXPOSED COLUMNS AT FLOOR LINE UP 18" AFF ENGINEER OF RECORD TO DRETEMINE CONDITION OF EXISTING STEEL COLUMNS. REPAIR EXPOSED CLOUMNS AS DIRECTED. ASSUME STEEL COLLARS 18" HIGH OVER EXISTING (WELDED TO GOOD STEEL) PRIMED AND PAINTED. PROVIDE SOLID BLOCKING AS REQUIRED TO REINSTALL ALL MATERIALS AND ELMENTS. MAINTAIN BUILDING SECURITY AND COORDINATE SCHEDULE WITH SITE REPRESENTATIVE
________________________________________
SF-07
E7 A101.2B
________________________________________
2'-4 1/2"
24'-2
1 1/2" = 1'-0"
R
SEAL:
GC TO COORDINATE ALL BARZ ATTACHMENT / SUPPORT SYSTEM COMPONENTS, AS REQUIRED BY BARZ RECOMMENDATIONS. SUSPENSION SYSTEM CONNCETED TO EXISTING STRUCTURE, TO BE DELIGATED DESIGN BY GC. PROVIDE COORDINATED SHOP DRAWINGS.
SEAL:
1 1/2" = 1'-0"
3.7
172-1
A541
________________________________________
CL
CL
D
CL 2.00° CL
CL 1.00°CL
PROVIDE FLOOR LEVELER (1 1/2" +/-) AT REMOVED TILE AND MUDSET. THICKNESS AS REQUIRED TO ALIGN NEW FINISHES WITH EXISTING ADJACENT FINISHES.
24'-2 1/4"
WOOD BAFFLES W/ THREADED ROD @ WALL
CL
CL 2.00° CL
WHITNEY APPLIED TECHNOLOGY CENTER - PHASE 2
25'-4"
24'-6 1/4"
MAINTAIN CLEARANCE FROM WALL OR EXISTING MECHANICAL
CL 2.00 CL °
MONITOR (OFCI)
________________________________________
CNC LAB 170
(1) TYPE A43 3 (3) TYPE A1
3
A4 1 JDA-002.02 A492
A
THE COUNTY OF ONONDAGA 412 MONTGOMERY STREET U SYRACUSE, NEW YORK 13202
T.O. WOOD BAFFLES - ATRIUM 25'-10"
CL 2.00° CL
A1 A491
CL 2.00 CL °
Ga3
FEC
21 9/25 6" 15'-4 21 15' 9/25 -10 6" 91 /256 "
Autodesk Docs://OCC Whitney ATC Renovations/23020_OCC Whitney_R23.rvt
OWNER:
T.O. WOOD BAFFLES - ATRIUM 25'-10"
25'-9 5/8"
° 51.27
5
CL
Ga8
WELDING 179
E4
CANE RAILING
5/8"
5/8" 25'-9
5/8"
_____________________
_____________________
PROJECTION SCREEN- NIC
COORDINATE POWER WITH ELEC DWGS
MOTORIZED ROLLER SHADES AT EXISTING STOREFRONT SYSTEM
10
T.O. WOOD BAFFLES - LOUNGE BAFFLE HIGH PT. 32'-6" 31'-11"
CL 2.00 C ° L CL CL 2.00 CL ° 2.00 CL ° CL 2.50 °
A530
CL 2.00 CL °
Gab6 1
Gab6 1
S
FRG-05
_____________________ _____________________
1.50 ° CL 1. CL 50° CL
5'-4"
2'-7 1/2"
FEC
3
179-1
WD-1 BENCH
1
SEE A5 / A400. FOR EQUIPMENT PLAN
ARCH NAME
A3 A5 A530
CL
C4a A491
D4a A491
_____________________
7
B1
C1
FEC
8"
6 1/2"
Gab6
9
7
24'-10 5/8"
1"
25'-9
-4 25'
.
(1) TYPE B1
DETAIL @ COLUMN
EXISTING STEEL COLUMN
ATRIUM 1000
CL 2.00 CL °
170-2 FEC
A541 B1 D1 A610 (3)A1 TYPE (1) TYPE D3171-2
SEAL:
1
A5 A530
E7
Y.1
WD-1 BENCH
D7 A101.2B
PHASE 2 SCOPE AREA
1/4" = 1'-0"
25'-2"
-5"
C6
X
Y
1
SF-06
25'-3"
25'
W.4
X.9
________________________________________
.
24'-9 5/8"
7/12/2024 11:22:51 AM
CONSULTANT:
24'-10"
5/8"
W
A541
7
CORRIDOR 1230
180-1
A5 A510
_____________________
(3) TYPE B1 (1) TYPE B2
125 EAST JEFFERSON STREET SYRACUSE, NEW YORKB 13202
0" 24'-1
-4 25'
-6"
-5"
BARZ CEILING BAFFLE C6 A530
_____________________
V.8
X.8
.
A5 A510
FEC
MATERIALS PREP 180
SEE A5 / A400. FOR EQUIPMENT PLAN
(3) TYPE C1 (1) TYPE C2
3
3'-5"
4.1
X
EXISTING WALL
C1
CONSULTANT:
CONSULTANT:
3
A491
(3) TYPE B1
CORRIDOR 1230
FEC
T
25'-0"
25'
25'
-5"
3.9 4
E
25'
(1) TYPE A4 (3) TYPE A1
-6"
V
25'
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
-5"
(2) TYPE A1 (1) TYPE A2 (1) TYPE A4
-6"
(3) TYPE C1 (1) TYPE C3
U
25'
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
25'
(3) TYPE D1 (1) TYPE D3
-5"
TYPE B1 TYPE B3 (2) TYPE D1 (1) TYPE D2 (1) TYPE D3
-5"
(2) TYPE D1 (1) TYPE D2 (1) TYPE D3
TYPE B1
25'
(2) TYPE D1 (1) TYPE D2 (2) TYPE A1 (1) TYPE A2 (1) TYPE A4
T.O. CLG BAFFLE @ ATRIUM 25'-10" TYP. (UNLESS OTHERWISE NOTED)
(4) TYPE D1
(4) TYPE B1
25'
(3) TYPE B1
(3) TYPE B1
(4) TYPE D1
(2) TYPE D1 (1) TYPE D2
W.4
W
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202
Gab6 0
D1 A491
FEC
_____________________
C7 A101.2B
1'-0" MAX
HANGER PLATE FIELD FASTEN AS REQ'D, TYP. 4'-0" MAX SPACING
MONITOR (OFCI)
WD-1 BENCH
ELEVATOR EL-2-1
(3) TYPE B1 1 JDA-004.2
ADJUSTABLE HANGER BRACKET
S
TYPE B1: 4X8, 8'-6" LENGTH TYPE B2: 4X8, 6'-6" LENGTH TYPE B3: 4X8, 4'-6" LENGTH TYPE B4: 4X8, 2'-6" LENGTH TYPE B5: 4X8, 10'-6" LENGTH
0" 18'-
TYPE D1: 2X8, 8'-6" LENGTH TYPE D2: 2X8, 6'-6" LENGTH TYPE D3: 2X8, 4'-6" LENGTH TYPE D4: 2X8, 10'-6" LENGTH TYPE D5: 2X8, 8'-0" LENGTH TYPE D6: 2X8, 4'-0" LENGTH TYPE D7: 2X8, 2'-6" LENGTH TYPE D8: 2X8, 3'-0" LENGTH
1'-3 3/4"
F8/B0/W3/C2 P: A:
MONITOR (OFCI)
24'-0"
MACHINE 181A
C1 A302
________________________________________
24'-10"
(3) TYPE A1
THREADED ROD
(3) TYPE A1
'-1" 18
3
TYPE C1: 3X8, 8'-6" LENGTH TYPE C2: 3X8, 6'-6" LENGTH TYPE C3: 3X8, 4'-6" LENGTH TYPE C4: 3X8, 10'-6" LENGTH TYPE C5: 3X8, 8'-0" LENGTH TYPE C6: 3X8, 4'-0" LENGTH TYPE C7: 3X8, 6'-0" LENGTH
_____________________
170-3
Gab6 1
M
181-1
2 JDA-004.2
7
(2) TYPE D1
Gb2
Gb2
9'-0"
8
VARIES SEE RCP
CL 1.46°
CL
V.8
STAIR A 1S1
CL 2.0 C 0° L CL CL 2.0 CL 0° 2.0 CL 0° CL 2.5 0°
CL
_____________________
EXIST HIGH VELOCITY DIFFUSER
(3) TYPE A1
CL 1.79°
24'-10 5/8"
EQ
7/12/2024 11:22:01 AM
181-2
FEC
_____________________
BEAM CLAMP
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
CL
CL
V
U
SHADES
Y
15 '-6
C
24'-4 "
24'-3 15'-2 " 91/2 56" 21 9/2 15' 56 -4 " 21 15 9/2 '-1 56 09 " 1/2 56 "
24'-3 "
24'-2 1/4"
CL 1.55°
CL 1.52°
1" '-1 17
(1) TYPE C1 T
6
(4) TYPE A1
R
1.5 0° CL 1.5 0° CL
PROVIDE FLOOR LEVELER (1 1/2" +/-) AT REMOVED TILE AND MUDSET. THICKNESS AS REQUIRED TO ALIGN NEW FINISHES WITH EXISTING ADJACENT FINISHES.
Gab6 1
K
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
24'-3 1/4"
24'-6"
24'-2"
24'-2 1/4"
25'-4"
24'-6 1/4"
24'-10 5/8"
CL
CL
Gab6 1
9
Gb2
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
C
M
Y
K
THE SQUARES ABOVE ARE COLOR, WITH BLACK AND WHITE LETTERS, IF PRINTED CORRECTLY
3
ALTERNATE 6
4 5/8"
(2) TYPE A1
CL CL 1.25°
1
1
TYPE A1: 4X8 WITH LINEAR LIGHT, 8'-6" LENGTH TYPE A2: 4X8 WITH LINEAR LIGHT, 6'-6" LENGTH TYPE A3: 4X8 WITH LINEAR LIGHT, 6'-0" LENGTH TYPE A4: 4X8 WITH LINEAR LIGHT, 4'-6" LENGTH TYPE A5: 4X8 WITH LINEAR LIGHT, 2'-0" LENGTH TYPE A6: 4X8 WITH LINEAR LIGHT, 10'-6" LENGTH TYPE A7: 4X8 WITH LINEAR LIGHT, 8'-0" LENGTH TYPE A8: 4X8 WITH LINEAR LIGHT, 4'-0" LENGTH
CL CL 0° 3.0 CL CL 0° 3.0
Gab6
CL
5
3
UNISTRUT
CL CL CL CL CL CL 1.49° 1.36° 1.20° CL CL CL CL CL CL 1.35° 2.04° 1.44°
CL
F2/B1/W1/C1 P: 0 A: 180.00
7
________________________________________
(2) TYPE D1
2'-4 1/2"
6" /25 19 62 6'-
6" /25 19 32 7'-
NOTE
EQ
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DOCUMENTS MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF THE EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER.
THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZE
SECRETARY 143
143.2
7
GC TO COORDINATE ALL BARZ ATTACHMENT / SUPPORT SYSTEM COMPONENTS, AS REQUIRED BY BARZ RECOMMENDATIONS. SUSPENSION SYSTEM CONNCETED TO EXISTING STRUCTURE, TO BE DELIGATED DESIGN BY GC. PROVIDE COORDINATED SHOP DRAWINGS.
(2) TYPE D1
25'-2"
(1) TYPE C1
WOOD CEILING SYSTEM BAFFLE TYPES
25'-9 5/8"
CHAIRPERSON 142
F2/B1/W1/C1 P: 180 A: 180.00
S1-1
CL
25'-3"
FACULTY 141
F2/B1/W1/C1 P: 120 A: 115.20
LOADING DOCK 181
TYPE D1: 2X8, 8'-6" LENGTH TYPE D2: 2X8, 6'-6" LENGTH TYPE D3: 2X8, 4'-6" LENGTH TYPE D4: 2X8, 10'-6" LENGTH TYPE D5: 2X8, 8'-0" LENGTH TYPE D6: 2X8, 4'-0" LENGTH TYPE D7: 2X8, 2'-6" LENGTH TYPE D8: 2X8, 3'-0" LENGTH
3.00°
24'-10"
4
D
C
TYPE C1: 3X8, 8'-6" LENGTH TYPE C2: 3X8, 6'-6" LENGTH TYPE C3: 3X8, 4'-6" LENGTH TYPE C4: 3X8, 10'-6" LENGTH TYPE C5: 3X8, 8'-0" LENGTH TYPE C6: 3X8, 4'-0" LENGTH TYPE C7: 3X8, 6'-0" LENGTH
CL 2.00° CL
" 25'-0
3.9
4.1
5
My role centered on executing design adaptations and complex architectural detailing for the public staircase and acoustic ceiling C baffles. CL
24'-10"
F4/B0/W2/C4 P: A:
TYPE B1: 4X8, 8'-6" LENGTH TYPE B2: 4X8, 6'-6" LENGTH TYPE B3: 4X8, 4'-6" LENGTH TYPE B4: 4X8, 2'-6" LENGTH TYPE B5: 4X8, 10'-6" LENGTH
CL 3.00°
W
145
TYPE A1: 4X8 WITH LINEAR LIGHT, 8'-6" LENGTH TYPE A2: 4X8 WITH LINEAR LIGHT, 6'-6" LENGTH TYPE A3: 4X8 WITH LINEAR LIGHT, 6'-0" LENGTH TYPE A4: 4X8 WITH LINEAR LIGHT, 4'-6" LENGTH TYPE A5: 4X8 WITH LINEAR LIGHT, 2'-0" LENGTH TYPE A6: 4X8 WITH LINEAR LIGHT, 10'-6" LENGTH TYPE A7: 4X8 WITH LINEAR LIGHT, 8'-0" LENGTH TYPE A8: 4X8 WITH LINEAR LIGHT, 4'-0" LENGTH
" 18'-0
5/8"
'-1" 18
25'-9
1" '-1 17
" 56 9/2 21
5/8" 25'-9
25'-9 5/8"
'-6 16
'-3 17
0" 24'-1
7° 51.2
25'-2"
"
2'-4 1/2"
" 56 9/2 21
V.8
FLOOR PLAN NOTES
N NUM.
Size: 4,600 SF (Atrium)
S
(1) TYPE B1
2.04°
" 5/8
W
A3 A5 A530
_____________________ _____________________
Location: Syracuse, NY
R
V
CL
E
WOOD CEILING SYSTEM BAFFLE TYPES
CL
CL
'-4 25
V.8
CL CL 0° 3.0
CL CL 1.23°
" 5/8
25'-3"
24'-10"
24'-10"
__________ __________
" '-5 25
" '-5 25
Year: 2024
SF-08
53 30
'-4 25
" '-5 25
Client: Onondaga Community College
4.1
D
V
3'-5"
C6 A530
The renovation of the Whitney Applied Technology Center at Onondaga Community College transformed an aging facility into a state-of-the-art hub for technology education and workforce development. Through the strategic reconfiguration of existing footprints, the project created a cohesive environment that supports both academic instruction and industry collaboration. New and repurposed spaces—including labs for CNC machining, welding, and cleanroom simulation—equip students with hands-on experience in high-demand technical fields REFLECTED CEILING PLAN- LEVEL 02- AREA F - WOOD BAFFLE while ensuring adaptability for future programmatic C1 growth. U
U
Firm: Ashley McGraw Architects _____________________
Q
T
" '-6 25
" '-6 25
" '-5 25
E
" '-5 25
" '-5 25
OCC Whitney Applied Technology Center
3.9 4
T T.O. CLG BAFFLE @ ATRIUM 25'-10" TYP. (UNLESS OTHERWISE NOTED)
" '-6 25
THESE DOCUMENTS WERE PREPARED UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL. THE DOCUMENTS AND ALL TH ARRANGEMENTS, DESIGNS AND PLANS ARE OWNED BY AND REMAIN THE PROPERTY OF ASHLEY MCGRAW ARCHITECTS, P.C. THESE DO MAY NOT BE ALTERED OR USED WITHOUT THE KNOWLEDGE OR CONSENT OF ASHLEY MCGRAW ARCHITECTS, P.C. IT IS A VIOLATION OF EDUCATION LAW OF THE STATE OF NEW YORK TO ALTER OR MODIFY THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTI LICENSED ARCHITECT OR ENGINEER.
S
5
3
A5
SECOND FLOOR ATRIUM RAILING AT RAISED FLOORING 1" = 1'-0"
6
A491 © 2024 - ASHLEY MCGRAW ARCHITECTS
4 Bryant Park
Firm: Anthony Johnson Architect Client: Adams & Company
OPTION 2
Year: 2017
4 Bryant Park is a twelve-story, mixed-use office building situated along the Western edge of Bryant Park. Constructed in 1919, this historic loft building occupies a prime location on the Avenue of the Americas, sitting directly opposite the vibrant and transformed park.
Location: New York, NY Size: 600 SF take the long wall
inspired by bryant park promenade
faceted wood feature wall
As the project lead, I directed every phase from schematic concept to construction documents, while managing consultant coordination. Utilizing SketchUp, V-Ray, and AutoCAD, I personally modeled and documented the main spatial layout, custom reception desk, elevator cabs, and the feature wood wall.
Rosen Johnson Architects pc
take the long wall
inspired by bryant park promenade
faceted wood feature wall
The new lobby design drastically expands the entry footprint by recovering under-utilized space around structural columns from an adjacent tenant. Guests enter through a modern system featuring a revolving door paired with two swing doors. The focal point of the space is a striking, faceted wood wall inspired by the tree promenade at Bryant Park.
Rosen Johnson Architects pc
CLG @ DIFFUSER CLG @ DIFFUSER
8 5 5
CLG @ WD WALL CLG @ WD WALL
7 7
SECTION @ DIFFUSER SECTION @ DIFFUSER
7 4 4
WD WALL JOINT WD WALL JOINT
DIFFUSER @ FLOOR
CONSTRUCTION PLAN
6
2 DIFFUSER @ FLOOR STONE BASE TYP
/2018 4:58:42 PM, _AutoCAD PDF (General Documentation).pc3
1
SECTION @ DIFFUSER
5 2 2
CLG @ WD WALL
4 1 1
WD WALL JOINT
MEZZ KEY PLAN
3
CLG @ WD WALL CLG @ WD WALL
K:\17000_4 Bryant Park\Cad\Plot Sheets\A-700_DESK.dwg, 6/2/2017 2:34:23 PM, DWG To PDF.pc3
CLG @ DIFFUSER
8 8
.dwg, 9/17/2018 4:59:22 PM, _AutoCAD PDF (General Documentation).pc3
17/2018 9/17/2018 4:59:22 4:59:22 PM, PM, _AutoCAD _AutoCAD PDF PDF (General (General Documentation).pc3 Documentation).pc3
18 4:56:13 PM, _AutoCAD PDF (General Documentation).pc3
Desk - process and documentation
STONE BASE TYP
DESK PLANS 06/02/17
NEW YORK, NY 10018
OWNER
2
ARCHITECT
LIGHTING
17000 JK AJ M/E/P
A-700.00
CLG @ WD WALL
K:\17000_4 Bryant Park
1
SECTION @ DIFFUSER
DESK PLAN @ TOP
4 BRYANT PARK
WD WALL JOINT WD WALL JOINT
5
DESK PLAN @ WORK SURFACE
DESK PLAN @ BASE
4
WD WALL JOINT
SECTION @ WOOD
3
SECTION @ WOOD
2
ELEV. @ WOOD & GRILLE
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