Sophia Wang Work Samples
Table of Content Project List and Summary
3
Sample Projects Jubilee Market and Cafe Gloria Community Theatre Renovations Integrated Services for Behavioral Health Office Renovation Concord Counseling Additions and Renovations
6
Sample Feasibility Studies Gahanna-Jefferson Middle School South - New Elem. School McWherter Manufacturing Complex
10
Sample Code Reviews
12
17 N Sandusky St Historic Restoration and Renovation
Sample CAD Management
Revit Template - Parametric Titleblock
Sample Renderings and Graphic Representations
2
14
15
Project List and Summary Renovation, Adaptive Reuse, and Historic Restoration Gloria Community Theatre Renovations Urbana, Ohio Status: In Construction (Phase II)
Integrated Services for Behavioral Health - Office Building Renovation Columbus, Ohio Status: Completed in 2018
Jubilee Market and Cafe at Lower Lights Christian Health Center Columbus, Ohio Status: Completed in 2018
Concord Counseling Additions and Renovations Westerville, Ohio Status: Completed in 2018
40 South Sandusky Street Historic Restoration and Redevelopment Delaware, Ohio Status: Design Development
3
Position: Lead Designer, Code Reviewer, Rendering Technician Construction Type: III-B Use Group: A-1, A-2 (Accessory Use) Budget: $1,272,000 (Phase II) Procurement Method: Design-Build
Position: Project Associate, Consultant Coordinator Construction Type: III-B Use Group: B Budget: $1,000,000 Procurement Method: Design-Build
Position: Project Associate, Lead Designer, Equipment Surveyor Construction Type: III-B Use Group: Non-Separated Mixed Use B/F-1/S-1 Budget: $4,000,000 (Two-Phase) Procurement Method: Design-Build
Position: Project Associate, Landscape Designer, Code Reviewer Construction Type: V-B Use Group: B Budget: $1,700,000 Procurement Method: Design-Bid-Build
Position: Building Surveyor, Code Reviewer, Designer Construction Type: III-B Use Group: A-2 (Main Structure) S-2/F-2 (Accessory Structure)
Project List and Summary Community Assets Franklinton Urban Empowerment Lab Headquarter Columbus, Ohio Status: Completed in 2017
1184 West Broad Street Office Renovation Columbus, Ohio Status: Completed in 2018
City of Westerville Fire Station 113 Westerville, Ohio Status: Completed in 2018
Captain Rick’s Diving Adventure Westerville, Ohio Status: Completed in 2017
Position: Lead Designer, Project Associate Construction Type: II-B Use Group: B Budget: $150,000 Procurement Method: Design-Build Position: Lead Designer, Project Associate Construction Type: V-B Use Group: B Budget: $84,000 Procurement Method: Design-Build Position: Project Coordinator Construction Type: V-B Use Group: Non-Separated Mixed Use B/R-2; Separated Use S-1 Budget: $50,000 Procurement Method: Design-Bid-Build Position: Project Coordinator Construction Type: V-B Use Group: M Budget: $75,000 Procurement Method: Design-Build
Education UPrep Main Street Modular Classroom United Schools Network Columbus, Ohio Status: Completed in 2018
Security Improvements Big Walnut Local Schools Sunbury, Ohio Status: Completed in 2018
4
Position: Project Manager, Detailer, CAD Technician Construction Type: V-B Use Group: E Budget: $145,000 Procurement Method: Design-Build Position: Detailer, Specification Writer Construction Type: II-B Use Group: E Budget: $1,200,000 Procurement Method: Design-Bid-Build
Project List and Summary American Electric Power (AEP) Service Center Projects Overseeing all American Electric Power (AEP) service station-office projects from project initiation to completion, including all phases of design process, bidding process, CAD Coordination, Permit Submissions, consultant management, and construction administration. Exercise of knowledge in pre-engineered metal building as appropriate insulation method was required.
Cook Nuclear Plant TFS Switchyard Office Bridgman, Michigan Status: Completed in 2018
Delaware Transmission Crew Service Stations and Office Remodeling Muncie, Indiana Status: Substantial Completion in February 2019
Bluefield Transmission Service Center Truck Stations and Office Additions Tazewell, Virginia Status: Substantial Completion in February 2019
Chillicothe Transmission Service Center Truck Stations Chillicothe, Ohio Status: Completed in 2018
Logan Transmission Service Center Truck Station and Meter Shop Logan, West Virginia Status: Construction Administration
Laredo Transmission Service Center Building Renovations Laredo, Texas Status: Completed in 2018
5
Position: Project Manager, Contract Administrator, CAD Technician Construction Type: II-B Use Group: B Procurement Method: Design-Bid-Build Position: Project Manager, Contract Administrator, CAD Technician Construction Type: II-B Use Group: Non-Separated Mixed Use B/S-2 (Office) S-2 (Service Station) Procurement Method: Design-Bid-Build Position: Project Manager, Contract Administrator, CAD Technician Construction Type: II-B Use Group: S-2 Procurement Method: Design-Bid-Build Position: Project Manager, Contract Administrator, CAD Technician Construction Type: II-B Use Group: S-2 Procurement Method: Design-Bid-Build Position: Project Manager, Contract Administrator, CAD Technician Construction Type: II-B Use Group: S-2 Procurement Method: Design-Bid-Build Position: Project Manager, Contract Administrator, CAD Technician Construction Type: II-B Use Group: Non-Separated Mixed Use B/S-2 Procurement Method: Design-Bid-Build
Sample Projects FLOOR PLAN GENERAL NOTES DN
20B
1. ALL WALLS EXTEND TO DECK UNLESS NOTED.
UP
7
15
KEY PLAN
21
UP
11
1
19
18 15
20A 8
SPECIALS
1
25
25
26 18
2
2
14
25
FLOOR PLAN LEGEND
GRAB N' GO
27
2
13
13
14
17
EXISTING WALL TO REMAIN.
Photo by Walker Evans
5/8" GYPSUM WALL BOARD ON EXPOSED FACES OF 3 5/8" NON-STRUCTURAL METAL FRAMING WITH SOUND ATTENUATION INSULATION (STC 45) UNLESS OTHERWISE NOTED.
48"
UP
48"
UP
DN
PASTRY
2
INFILL WALL TO MATCH EXISTING. 22
22
3B
22
WALK IN COOLER WALL.
3A
25
8" CONCRETE MASONRY UNIT WALL.
DRY GOODS
10B
DAIRY WALL NOT IN CONTRACT. 24 28
18
22
22
18
22 22
18
SPECIALS
18
28
28
PRODUCE (SOME WET)
10A
FLOOR PLAN CODED NOTES 24
1 2 3 4 5 6
13
FLEXIBLE REFRIDGERATION
7 9
23
16
23
8
FIRST FLOOR FURNITURE/EQUIPMENT 2 PLAN 1/8" = 1'-0" 0' 2'
9 10 11 12 13 14
N
4'
15
8'
16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
Jubilee Market and Cafe at Lower Lights Christian Health Center 6
30
DN 5
107A
105A
18"
4 10
105
11
5
EXISTING STAIRWELL 112
4"
12"
Columbus, Ohio
CUSTODIAL CLOSET 114
102
17
UP
15
Position: ProjectWALK-IN Associate, Lead Designer, Equipment Surveyor MEN'S COOLER Construction Type: ELEVATOR 104 108 III-B CAFE 105 KITCHEN BACK OF Use Group: Non-Separated Mixed Use B/F-1/S-1 102 EXISTING HOUSE STAIRWELL 107 113 $4,000,000 (Two-Phase) Budget: Procurement Method: Design-Build OFFICE
28
E4
E13
15
108
2
100' - 0"
100' - 0"
8
24
5
22 12
10 4
31 26
A-401
104
8
E12
11
107B
EX
5
1
21
WOMEN'S 103
106
18
6 2
2
GROCERY MARKET 101
4' - 4" 29
The 4,500 sq. ft. non-profit grocery market is part of renovated former Anthony Thomas Candy EXISTING factory at the corner of Yale and West Broad, providing solution to the long standing issue that MECHANICAL ROOM 109 a grocery store for years. The renovation required change of use to Franklinton had been without grocery store, commercial kitchen, and office space, separated by a rated corridor. All equipment CORRIDOR were sourced from local grocery store or donations. 110 15
A-401
5
7
15
A-401
26
FS1
18"
7
UP
UP
1
6
E110C
FS2 EX
1
DN
31
A-200
LOWER LIGHTS CHRITSTIAN HEALTH CENTER GROCERY MARKET AND CAFE 1160 WEST BROAD STREET COLUMBUS, OHIO 43222
110
10
21
5
4"
3' - 0"
27
27
10
G101
4"
9
3' - 4"
463 N High St, Suite 2B Columbus, OH 43215 Phone: (614) 942-1050 Fax: (614) 942-1059 main@triadarchitects.com ARCHITECTURAL BID SET 5/8/2017
GROCERY
Photo by Jubilee Market
101
22
A-401
103
2' - 0"
106
EX
2' - 4"
UP
20
19
44" MIN.
EXISTING RAMP. EXISTING COLUMN. EXISTING STEP. EXISTING ELECTRICAL EQUIPMENT. ALIGN. ALIGN WITH EDGE OF EXISTING PLANTING BED. ALIGN WITH EDGE OF EXISTING GYPSUM WALL BOARD OPENING. ALIGN ELEVATOR SHAFT WALL TO SUPPORT EXISTING BEAM ABOVE. SEE ENLARGED ELEVATOR PLANS AND STRUCTURAL. SET WALL FLUSH TO EDGE OF EXISTING COLUMN. NO SOUND ATTENUATION INSULATION AT THIS WALL. 6" METAL STUD AT THIS WALL. PARTIAL HEIGHT WALL. SEE ELEVATION. WALL CONTINUOUS ABOVE AND BELOW WINDOW. DRYWALL ON METAL FURRING CHANNELS NOT IN CONTRACT. EXTEND WALL 1" BEYOND EQUIPMENT OR FURNITURE INDICATED FOR THIS LOCATION. DUCT PENETRATION IN FLOOR. DUCT PENETRATION OVERHEAD. COLUMN. PORTABLE FIRE EXTINGUISHER. FOLDING PARTITION WINDOW. CHECK-OUT COUNTER. BOOTH SEATING. PLYWOOD FLOOR INFILL. REFER TO STRUCTURAL. CONCRETE FLOOR INFILL. REFER TO STRUCTURAL. ITEM NOT IN CONTRACT. BAR HEIGHT COUNTERTOP. PARTIAL HEIGHT WALL. EXTEND 2" ABOVE EQUIPMENT. COLUMN ENCASED IN EXISTING WALL. EXISTING WATER SERVICE BELOW. PROVIDE MINIMUM R-11.4 RIGID INSULATION. PULL-OUT PRODUCE AREA.
5/8/2017 6:44:08 PM
22
PRODUCE
FROZEN
13 10B
Photo by Jubilee Market
Sample Projects
EX
1 A-400
5
2' - 9"
10
8
5 A-200
1
EX
6
WOMEN'S RR 108
MEN'S RR 109
4
KITCHEN 106
-
-
109
1' - 4"
STAIRWELL 107
EX
1
19' - 6"
3
EX
EX
CAFE 103
UP
9
STORAGE 105
108
2
105
STORAGE 112
STORAGE 111
106A
112
4
11
104
7 A-201
A-401 CONCESSION 104
111 2
EX
2
EX
13
12
EX
1 A-401
LOBBY 102
EX
8 A-201
A-201
Lobby/Theatre Entrance
4
A-201
1
EX
5
EQ 8' - 9 1/2"
8' - 6"
8"
1' - 4"
2 A-201
9
13' - 7 1/2"
102A
TICKET BOOTH 101
A-201 7
EQ
22' - 8 1/2"
8' - 6"
Gloria Community Theatre Renovations Urbana, Ohio
Shadow Box Display Wall
Position: Lead Designer, Code Reviewer, Rendering Technician Construction Type: III-B Use Group: A-1, A-2 (Accessory Use) Budget: $1,272,000 (Phase II) Procurement Method: Design-Build The primary goal of the Phase II of Gloria Theatre Renovation is to improve the facility and increase services, both for the comfort and satisfaction of patrons of the theatre and to increase revenue opportunity. Scopes include theatre renovation (improving infrastructure, roof, electrical, HVAC, stairs, etc.), lobby and concession renovations, restrooms remodel, and demolition for future cafe lounge and kitchen. The proposed design of the lobby, at the owner’s request, resembles 1920s’ vintage look with maroon and gold color scheme and retro-looking wall papers. Coffered ceiling and a south shadow box wall for poster display also contribute to the atmosphere.
7
Concession
Sample Projects A-400 A-402
FLOOR PLAN CODED NOTES
EX-2
10
L1
EX
2
20 21 22
107
EX
15
EX
DN
7
UP
14
8
105
23 24 25
106
115
8
EX 8
27
7
28
DN
102
29
EX
EX
26
1
EX
7
108 EX
VESTIBULE FOUNDATION PLAN 3/8" = 1'-0"
EX
3
1
TP
3-PLY 11 1/4 LVL
217
20 21 22
21
26
15 16
6
LEGEND
EX
INFILL WALL TO MATCH EXISTING ADJACENT WALL. SND 7' - 8" TP GB-2 EXTERIOR WALL ASSEMBLY. GB-3
110
EXISTING WALL TO REMAIN
210
215
INFILL WALL TO MATCH EXISTING AD
8' - 5"
CH 203 EXISTING 2 HR FIRE RATING EXTERIOR WALL.
EXTERIOR WALL ASSEMBLY.
215
1 HR FIRE RATING. UL U305.
117
EXISTING 1 HR FIRE RATING.
8
2' - 6"
12 4
EXISTING 2 HR FIRE RATING EXTERIO
A-300
9
1
204
6
5
A-300
EX
1 HR FIRE RATING. UL U305.
5
209
214
FE
111
11' - 3"
3' - 0"
FE
29
12
112
8
4
23
205
(3) 2X8
6
6
23
(3) 2X8
214
205
113
208A
7
1' - 10"
AWNING FOUNDATION PLAN 3/8" = 1'-0"
118
3' - 0"
25
EX
2
5/8" GYPSUM WALL BOARD ON EAC WOOD FRAMING WITH FULL DEPTH S ATTENUATION. EXTEND TO DECK.
203
TDFIRE RATING. EXISTING 1 HR
EX
2
29
EXISTING INTERIOR BEARING WALL. PROVIDE LINTEL AT OPENING. EXISTING BEAM. EXISTING LINTEL/HEADER OVERHEAD. BEARING WALL. 2X6 SPF #2 BEARING WALL FRA BEAM. EXISTING SINK. EXISTING TOILET. COUNTER AND CASEWORK. COLUMN. CANOPY OVERHEAD. FIRE EXTINGUISHER. ROOF BELOW. PROVIDE PANIC HARDWARE. PROVIDE CLOSER. 1 HOURS RATED DOOR. INTERIOR CONCRETE SLAB ASSEMBLY. 2X8 SPF #2 ROOF JOIST AT 16" O. C. MODIFY PAVING AS REQUIRED TO PROVIDE COD LANDING AT DOOR. EXTERIOR CONCRETE SLAB ASSEMBLY (NO VAP 2X6 SUPPORT WALL FRAMING: BUILT-UP 4-STUD POCKET LVL INTO EXISTING BRICK BEARING WAL STEEL BEARING PLATE. 2X6 JAMB FRAMING: 2 KING STUDS AND 2 JACK SIMPSON RTC44 CORNER CONNECTOR. 3'-0"X3'-0"X1'-0" SPREAD FOOTING. TOP OF FOO GRADE. 3'-0"X2'-0"X1'-0" SPREAD FOOTING. TOP OF FOO GRADE. 2'-0"X2'-0"X1'-0" SPREAD FOOTING. TOP OF FOO GRADE. TYPICAL 16"X12" WALL FOOTING. TOP OF FOOTIN GRADE. BOTTOM OF FOOTING AT 42" BELOW G SOLID GROUTED MASONRY PIER WITH (4) #5 DO CORNER OF PIER HOOKED INTO FOOTING.
21
5/8" GYPSUM WALL BOARD ON EACH SIDE OF 2X WOOD FRAMING WITH FULL DEPTH SOUND ATTENUATION. EXTEND SD TO DECK. GB-1
109
103
28
216
1
26
27
216
3-PLY 11 1/4 LVL
EXISTING WALL TO REMAIN
116
1 25
L1
23 24 25
1' - 0"
14
21
LEGEND GB-1 EX
EX
EQ EQ
6
218 UP
SD
2
29
22
DN
TD
L2
4
26
FLOOR PLAN CODED NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
10 A-401
.
0' - 8"
EX-1
27
6X6 WOOD POST
10
210
0' - 4"
27
26
14 15
6X6 WOOD POST
101B
10
13
EXISTING LINTEL/HEADER OVERHEAD. 6 WALL FRAMING AT 16" O. C. BEARING WALL. 2X6 SPF #2 BEARING BEAM. (3) 2X8 HIGH AND LOW EXISTING SINK. EXISTING TOILET. COUNTER AND CASEWORK. 18 COLUMN. (2) 2X8 6 6 (2) 2X8OVERHEAD. CANOPY FIRE EXTINGUISHER. ROOF BELOW. PROVIDE PANIC HARDWARE. (3) 2X8 PROVIDE CLOSER. 6 1 HOURS RATED DOOR. INTERIOR CONCRETE SLAB ASSEMBLY. 2X8 SPF #2 ROOF JOIST AT 16" O. C. MODIFY PAVING AS REQUIRED TO PROVIDE CODE COMPLIANT LANDING AT DOOR. EXTERIOR CONCRETE SLAB ASSEMBLY (NO VAPOR RETARDER). 2X6 SUPPORT WALL FRAMING: BUILT-UP 4-STUD POST. POCKET LVL INTO EXISTING BRICK BEARING WALL. SEAT ON 1/4"X6"X4" STEEL BEARING PLATE. 2X6 JAMB FRAMING: 2 KING STUDS AND 2 JACK STUDS. 201 SIMPSON RTC44 CORNER CONNECTOR. 3'-0"X3'-0"X1'-0" SPREAD FOOTING. TOP OF FOOTING AT 30" BELOW GRADE. 3'-0"X2'-0"X1'-0" SPREAD FOOTING. TOP OF FOOTING AT 30" BELOW GRADE. 2'-0"X2'-0"X1'-0" SPREAD FOOTING. TOP OF FOOTING AT 8" BELOW GRADE. TYPICAL 16"X12" WALL FOOTING. TOP OF FOOTING AT 30" BELOW 202 GRADE. BOTTOM OF FOOTING AT CH 42" BELOW GRADE. SOLID GROUTED MASONRY PIER WITH (4) #5 DOWELS AT EACH 202 CORNER OF PIER HOOKEDGB-3 INTO FOOTING. GB-2 3-PLY 11 1/4 LVL 6
217
EX
15 6X6 WOOD POST
EXISTING INTERIOR BEARING WALL. PROVIDE LINTEL AT OPENING. 24 EXISTING BEAM.
10' - 2"
28
121
101
218
3
17
16
A-400
26
25
2
A-400 A-402
25
4:12
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
10 6X6 WOOD POST
15 28
201
101A
10 6X6 WOOD POST
14
28
1' - 5"
3' - 0"
1
19
6X6 WOOD POST 10
208B
1 1
1206 WEST BROAD STREET RENOVATION 4' - 10" 1206 West Broad Street, 206 1 Columbus, OH 43222
5
6X6 WOOD POST
6X6 WOOD POST
10
10
1' - 0"
6 (2) 2X8
207
EX
11
6
6
(3) 2X8
(3) 2X8 HIGH AND LOW
212
CT
ER
ED ARC
H
SECOND FLOOR PLAN
A-100
1/4" = 1'-0"
Comission Number: 1529b
FIRST FLOOR PLAN
1/3/2017 16:51:45
1/4" = 1'-0"
EQ
EQ
6 (2) 2X8
IS
1
T S
211
TE
14892
I
T
BRENT T. FOLEY, LIC. 14892 EXP: DEC 31, 2017
Drawn by: SW Checked by: BTF
Project Issue Date: PERMIT SET 12/14/2016 18
9' - 2"
OH
1529b - 1206 WEST BROAD STREET RENOVATION
T S
E
REG
IS
EX-3
207O F
BRENT T. FOLEY
REG
10 6X6 WOOD POST
6 4 A-400 A-402 N
AT
IO
10 6X6 WOOD POST
15
4:12 .
20
FIRST FLOOR PLAN
13
211
Architect's Seal 12' - 5"
4 3
A-400 A-402
Project Issue Date: PERMIT SET 12/14/2016
T
N
BRENT EXP: D Drawn by: SW Checked by: BTF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
22
EQ EQ
DN
20 21 22
317
318
301
317
23 24 25
21
302
CH
6 3-PLY 11 1/4 LVL
318
EX UP
1' - 0"
14
26
15
GB-3 GB-2
3-PLY 11 1/4 LVL
TP
302
6
27
16
21
6
TD
28
316
3-PLY 11 1/4 LVL
29
SD
SECON
EXISTING INTERIOR BEARING WALL. PROVIDE LINTEL AT OPENING. EXISTING BEAM. EXISTING LINTEL/HEADER OVERHEAD. BEARING WALL. 2X6 SPF #2 BEARING WALL FRAMING AT 16" O. C. BEAM. EXISTING SINK. EXISTING TOILET. COUNTER AND CASEWORK. COLUMN. CANOPY OVERHEAD. FIRE EXTINGUISHER. ROOF BELOW. PROVIDE PANIC HARDWARE. PROVIDE CLOSER. 1 HOURS RATED DOOR. INTERIOR CONCRETE SLAB ASSEMBLY. 2X8 SPF #2 ROOF JOIST AT 16" O. C. MODIFY PAVING AS REQUIRED TO PROVIDE CODE COMPLIANT LANDING AT DOOR. EXTERIOR CONCRETE SLAB ASSEMBLY (NO VAPOR RETARDER). 2X6 SUPPORT WALL FRAMING: BUILT-UP 4-STUD POST. POCKET LVL INTO EXISTING BRICK BEARING WALL. SEAT ON 1/4"X6"X4" STEEL BEARING PLATE. 2X6 JAMB FRAMING: 2 KING STUDS AND 2 JACK STUDS. SIMPSON RTC44 CORNER CONNECTOR. 3'-0"X3'-0"X1'-0" SPREAD FOOTING. TOP OF FOOTING AT 30" BELOW GRADE. 3'-0"X2'-0"X1'-0" SPREAD FOOTING. TOP OF FOOTING AT 30" BELOW GRADE. 2'-0"X2'-0"X1'-0" SPREAD FOOTING. TOP OF FOOTING AT 8" BELOW GRADE. TYPICAL 16"X12" WALL FOOTING. TOP OF FOOTING AT 30" BELOW GRADE. BOTTOM OF FOOTING AT 42" BELOW GRADE. SOLID GROUTED MASONRY PIER WITH (4) #5 DOWELS AT EACH CORNER OF PIER HOOKED INTO FOOTING.
316 1' - 5"
GB-1
310
21
LEGEND
SD GB-1
EXISTING WALL TO REMAIN
SND 7' - 8" TP
310
GB-2 GB-3 TD
303
5/8" GYPSUM WALL BOARD ON EACH SIDE OF 2X WOOD FRAMING WITH FULL DEPTH SOUND ATTENUATION. EXTEND TO DECK.
315
INFILL WALL TO MATCH EXISTING ADJACENT WALL.
8' - 5"
CH
303
EXTERIOR WALL ASSEMBLY. 0' - 8"
315
EXISTING 1 HR FIRE RATING.
EXISTING 2 HR FIRE RATING EXTERIOR WALL. 9
1 HR FIRE RATING. UL U305.
304 11' - 3"
5
5
309 12
23
305
314
FE
6 A-300
6
(3) 2X8 6
23
(3) 2X8
314 1' - 10"
305 308B
308A
4' - 10"
4' - 6"
1
1206 WEST BROAD STREET RENOVATION 1206 West Broad Street, Columbus, OH 43222
1
313
1' - 0"
306
307
308 1' - 0"
463 N High St, Suite 2B Columbus, OH 43215 Phone: (614) 942-1050 Fax: (614) 942-1059 main@triadarchitects.com Architect's Seal
T IS
1/3/2017 16:51:46
1/4" = 1'-0"
E O F OH
CT
S
REG
Rendering by Sophia Wang
THIRD FLOOR PLAN
AT
BRENT T. FOLEY T
IO
EQ
14892
I
9' - 2"
Project Issue Date: PERMIT SET 12/14/2016
EQ
TE
312
311
ER
ED ARC
H
BRENT T. FOLEY, LIC. 14892 EXP: DEC 31, 2017
N Drawn by: SW Checked by: BTF
A-102
Comission Number: 1529b
THIRD FLOOR PLAN
1529b - 1206 WEST BROAD STREET RENOVATION
311
312
307
1
1/3/2017 16:51:46
313
306
Floor Plans
Integrated Services for Behavioral Health - Office Building Renovation Columbus, Ohio Position: Project Associate, Consultant Coordinator Construction Type: III-B Use Group: B Budget: $1,000,000 Procurement Method: Design-Build Located at the corner of West Broad Street and Wisconsin Avenue in west Franklinton, this historic three-story office building and neighboring former print shop has been renovated for commercial use as its owner, Integrated Services for Behavioral Health seeks funding for two housing developments in the neighborhood.
8
A
Comission Number: 1529b
FLOOR PLAN CODED NOTES
301
463 N High St, Sui Columbus, OH 43 Phone: (614) 942-1 Fax: (614) 942-10 main@triadarchitect
1' - 0"
212
15 14
120
14
1/3/2017 16:51:44
213
208
3
114 1
104
1
1206 WEST BROAD STREET R 1206 West Broad Street, Columbus, OH 43222
213 1
206
463 N High St, Suite 2B Columbus, OH 43215 Phone: (614) 942-1050 Fax: (614) 942-1059 main@triadarchitects.com
7 A-400 EX-4
4' - 6"
1/3/2017 16:51:44
A-400
119 L2 2
Elevations
Sample Projects
LIFE SA
EXISTING ITEM TO BE DEMOLISHED OVERHEAD ELECTRIC LINE PROPERTY LINE EASEMENT LINE
4.2 4.3 5 6 7.1 7.2 8.1
BUILDING LINE MULCH WITHIN THIS AREA
GRASS
8.3 9.1 9.2 10 11 12 13 14 15 16 17 18 19 20 21
T
1.1
TYP. OF 4
13
TYP. OF 3
1.2
6
E 1.2
3 7.2
7.1
G
8.1 3
E
4.2
1.2
9.1
E E
2
8.2
21
8.3
3
S
8.1
4.3
8.3
16
STORM INLET GRATE = 8043.51' INV. = 803.01'
16
8.1
4.2
TYP. OF 5
18
8.1
1.3 TYP. OF 8
7.2
5' EA SE ME N
21 15
15
15
FEC
TYP. OF 9
E
4.2
9.1
15
13
19
TYP. OF 3 1.3
9.1
4.2
E E
4.2
1.1
TYP. OF 7
22'-0"
FEC
22'-0"
4.3
9'-0" TYP.
R B K O O
19'-0" TYP.
FIRE AREA C 4.2
FEC
STORM INLET GRATE = 804.17' INV. = 801.89'
8.1 16
8.3
7.2
19
8.2
TYP. OF 36 8.1
8.3
6
19
7.2
2
7.2
R.O.W./PROPERTY LINE
9.2
OFFICE
OFFICE
140
141
142
CORRIDOR
146
148
MAXIMUM EGRESS CAPACITY DOOR = 165 OCCUPANTS
OFFICE
OFFICE
108
107
(E)
120
OFFICE OFFICE 113
1.1
153
FIRE AREA B
OFFICE
FIRE AREA C
BREAK ROOM
103B
162
103
OFFICE
169
156
LIFE SAF
158C
158C
MAXIMUM EGRESS CAPACITY DOOR = 330 OCCUPANTS
4
MECHANICAL
158B
4
158A
2
160 5
5
104
5
RECEPTION
159
PHARMACY
159
158D
171
115
186
185
172B
172A
114 3
175
175
185
3.1
OFFICE
OFFICE
LS-500
OFFICE 184
184
BOARD ROOM/ TRAINING 172
1.2
183
OFFICE
1.2
176
183
OFFICE 176
CONCORD COUN ADDITION AND R 700 BROOKSEDG WESTERVILLE, OH
MAILROOM
2
114
OFFICE
186
171
OFFICE
182
177
178
179
OFFICE
OFFICE
178
179
180
181
m
OFFICE
OFFICE 177
182
BIDDING SET 1/16/17
3.2
OFFICE
GROUP ROOM
180
181
Overall Plan
LIFE 2B SAFETY PLAN 463 N High 1St, Suite 3/32" = 1'-0" Columbus, OH 43215 Phone: (614) 942-1050 Fax: (614) 942-1059 main@triadarchitects.com
4.2
EXISTING PORTABLE FIRE EXT PORTABLE FIRE EXTINGUISHER TACTILE EXIT SIGN OCCUPANT LOAD SIGN. MAXIM OCCUPANT LOAD SIGN. MAXIM OCCUPANT LOAD SIGN. MAXIM EXTEND FIRE BARRIER TO DEC FIRE RATED COILING COUNTER
4
4
104
1.1 1.2 2 3.1 3.2 3.3 4 5
158
160 4
3.3
RECEPTION ROOM
UNISEX
162
102
MED ROOM
115
ACTUAL: MULTIPLE CORRIDOR EQUAL TO 44" MINIMUM
154
CORRIDOR
158E
169
116
116
REQUIRED 206 OCCUPANT X = 41.2/2 = 20.6"
157
1.1
MEN 102
OFFICE 120
WOMEN
OFFICE
117
105B
103
(E)
117
3,31 1 3
CORRIDOR WIDTH
157
OFFICE
118
(E)
1.1
165
105
154
5,36 2 2
12
1.1
101
105
MEDICAL RECORDS
(E)
CORRIDOR
187
156
106
168
110
111 111
118
187
MECHANICAL
CORRIDOR
(E)
OCCUPANTS: EXITS REQUIRED: EXITS PROVIDED:
163
11,8 2 3
OFFI
OCCUPANTS: EXITS REQUIRED: EXITS PROVIDED:
163
188
20,5 2 5
MAXIMUM EXIT EGRESS CAPACIT FIRE AREA A OCCUPANTS: EXITS REQUIRED: EXITS PROVIDED:
ADMIN OFFICE
110
OFFICE
112 112
MAXIMUM EGRESS CAPACITY DOOR = 165 OCCUPANTS
CONCORD COUNSELING SERVICES ADDITION AND RENOVATION 700 BROOKSEDGE BLVD. WESTERVILLE, OHIO 43081
OCCUPANTS: EXITS REQUIRED: EXITS PROVIDED:
151
RECORD STORAGE 153
ADMIN OFFICE
107
109
OFFICE
UNISEX
151
150
WORKSTATION
OFFICE
OFFICE
(E) 1.1
121
BILLING
150
149
148
(E)
OFFICE
149
105A
119B
122
FIRE AREA A
7.2
59" E
SITE PLAN 2 Concord Counseling Additions and Renovations N
OFFICE
139
143A
TOTAL BUILDING
SERVER
Drawn by: PMM Checked by: RKG Comission Number: 1617
CD PROGRESS SET 11/4/2016 7.1
14
1" = 20'-0"
Site Plan
FT A DR AS-101
Drawn by: PMM
Checked by: RKG
Comission Number: 1617
ARCHITECTURAL SITE PLAN
Westerville, Ohio Position: Project Associate, Landscape Designer, Code Reviewer Construction Type: V-B Use Group: B Budget: $1,700,000 Procurement Method: Design-Bid-Build
FIRE AREA B
FIRE AREA C
FIRE AREA A
Concord Counseling Services occupies a tight site in the City of Westerville near Columbus, Ohio. The existing facility had 4 additions since the original facility and achieved large amount of square footage with the use of fire area separation. Zoning regulations posed various restrictions for the development of the site including setbacks, easements, landscape, and parking requirements. The final project included multiple additions to the existing structure, a reconfigured parking area complying with code requirements, and the removal and replacement of trees and plants on site, per City of Westerville Codified Ordinances.
Fire Area Diagram /16/2017 4:40:47 PM
11/5/2016 6:40:37 PM
OFFICE
MAXIMUM EGRESS CAPACITY DOOR = 165 OCCUPANTS
121
145
142
(E)
138
113
TOTAL PROPOSED BUILDING PERIMETER = 711 FT SHRUBS REQUIRED = 72 EXISTING SRUBS COUNTED AS BUILDING FOUNDATION PLANTING = 19 SHRUBS PROVIDED = 53
9.1
BROOKSEDGE BLVD.
9
119B
UNISEX
146
10
19
36'
OPEN
122
OFFICE
7.1 7.2
130
123
WOMEN
145
20' EASEMENT
14
CH. BRG .=S 27−°
130
9.2
1/16/2017 4:40:47 PM
4.3 16 8.1
CONFERENCE
OFFICE
MEN
136
N
. D
15' EASEMENT
20'-0"
16
7.1 7.2
9.1
133.00' S 89° 51' 59" W
LV B
22'-0"
E G D SE
16 8.2
141
LIFE S
(E)
137
STORAGE
OFFICE
124
20 4.3
8.3
'B UIL 8.2 DIN G LIN E
7 DECIDUOUS TREESOFFICE 7 DECIDUOUS SHRUBS 124 7 EVERGREEN TREES 3 DECIDUOUS TREES 3 EVERGREEN TREES
136
108
10 SHRUBS PER 100 FEET OF BUILDING PERIMETER
15 30
140
(E)
119A
BUILDING FOUNDATION PLANTING
16
8.3
SE M EN T
119
FIRE AREA B 4.2
2 3 20 'E A
126 125
TOTAL BUILDING PERIMETER = 711 FT TREES REQUIRED = 22 EXISTING DECIDUOUS TREES COUNTED AS LOT INTERIOR LANDSCAPING = 5 TREES PROVIDED = 17
9.2
STORM INLET GRATE = 803.63'' INV. = 799.88'
564 SF
15 20
135
1.1
INDICATES EXISTI
147B
147B
147A 1.1
143
CORRIDOR OPEN
126
3 DECIDUOUS TREES PER 100 LINEAR FEET OF BUILDING PERIMETER.
5
139
EGRESS ILLUMINA (E)
MECHANICAL
OFFICE 147A
188
LOT INTERIOR LANDSCAPING
15
2
OFFICE
FOR LOTS BETWEEN 15,000 AND 29,999 SF, THE LANDSCAPE AREA SHALL EQUAL SEVEN AND ONE HALF PERCENT (7.5%). 7.5% REQUIRED = 2,237 SF 7.8% PROVIDED = 2,330 SF
11
1.3 TYP. OF 5
137
(E)
119C
131
INTERIOR PARKING AREA LANDSCAPING: ONE (1) DECIDUOUS TREE REQUIRED FOR EVERY 3,000 SF OF PARKING AREA. TOTAL TREES REQUIRED: 10 TOTAL TREES PROVIDED: 10
E 9.1
8.1
PATIENT OFFICE
135
CORRIDOR
CONFERENCE
PERIMETER SCREENING: CONIFEROUS SHRUBS SHALL BE PROVIDED AS SHOWN TO PROVIDE 75% OPAQUENESS
E 0°
8.1
8.2
131
(E)
123 E
9.2
.0 45
3
134
FACE OF SIGN
196
PATIENT OFFICE
1.1
OPEN 127
127
138
(E)
128
4 TREES WITH TRUNK DIAMETER 12"-18" ARE PROPOSED FOR REMOVAL OFFICE 8 REPLACEMENT TREES REQUIRED 1 TREE WITH DIAMETER 18"-24" IS PROPOSED FOR REMOVAL. 3 REPLACEMENT TREES REQUIRED.
119C
129
128
4 TREES WITH TRUNK DIAMETER 12" OR LESS ARE PROPOSED FOR REMOVAL. 4 REPLACEMENT TREES REQUIRED.
PARKING LOT SCREENING
4.3
TYP. OF 3 1.3
OFFICE
TREE REPLACEMENT
E 9.2
22'-0"
133
MAXIMUM EGRESS CAPACITY DOOR = 165 OCCUPANTS
EAST BUFFERYARD (133' LONG/15' WIDE):
7.1
14
132
129
LANDSCAPING
SOUTH BUFFERYARD (326' LONG/ 10' WIDE):
4.3
15
134
OFFICE
HANDICAPPED SPACES REQUIRED = 4 HANDICAPPED SPACES PROVIDED = 4
12
17
OFFICE
133
INTERNALLY ILLU
196
ADMIN OFFICE
194
1.1
TWO (2) DECIDUOUS TREES AND TWO (2) EVERGREENS ARE REQUIRED PER 100' (E) OF A 15' WIDE BUFFERYARD.
9.2
E
5
OFFICE
132
EXIT
1-HOUR RATED C
194
ADMIN OFFICE
193 193
OFFICE
119A
125
4.3
18
15
(E)
EXISTING PARKING = 62 SPACES NEW PARKING REQUIRED FOR ADDITION = 23 SPACES NEW PARKING PROVIDED = 27 SPACES TOTAL PARKING = 89 SPACES
TWO (2) DECIDUOUS TREES, TWO (2) DECIDUOUS SHRUBS, AND TWO (2) OFFICE EVERGREENS ARE REQUIRED PER 100' OF A 10' WIDE BUFFERYARD.
9.2
8.2
8.2
MAXIMUM EGRESS CAPACITY DOOR = 165 OCCUPANTS
PARKING
T
STORM INLET GRATE = 804.15' INV. N = 801.40' INV. SW=800.90
1.1
8.2 8.2 7.2
4.3
E
9.1
192
190
190
195
PATIENT OFFICE
PATIENT OFFICE
TOTAL IMPERVIOUS AREA = 53,421 SF.
109
9.1
E
4.2
2 7.2
EXISTING OTHER PAVED AREA = 3,584 SF PROPOSED OTHER PAVED AREA = 3,164 SF
2
192
189
BUFFERYARD
E
4.1
19 1.1
15
13
PATIENT OFFICE
EXISTING IMPERVIOUS BUILDING AREA = 15,054 SF PROPOSED IMPERVIOUS BUILDING AREA = 20,424 SF
MAXIMUM ALLOWABLE LOT COVERAGE = 75% PROPOSED LOT COVERAGE = 62.6%
EXISTING RATED WALL. REPAIR WA AND TO CONDITI JURISDICTION. P FIRESTOPPING A REQUIRED.
MAXIMUM EGRESS CAPACITY DOOR = 165 OCCUPANTS
143B
191 1.2
189
TOTAL REPLACEMENT TREES REQUIRED = 19 REPLACEMENT TREES PROVIDED = 19
4.3
9.2
16
8.2
8.3
E
3 30 26 ° 3 .28 1' ' E 46 "W 9.2
9.2
E G
E 3" '3 E 30 LIN −° Y 43 RT S PE .= RO RG ./P .B H .W C R.O
195
2
PATIENT OFFICE
EXISTING PARKING LOT = 25,845 SF PROPOSED PARKING LOT = 29,833 SF
1 TREE WITH DIAMETER 24"-30" IS PROPOSED FOR REMOVAL. 4 REPLACEMENT TREES REQUIRED.
4.3
16
LIN
T ES CR EN RE
4.2
1.2
CATCH BASIN GRATE = 805.94' INV. = 803.99'
9.1
8.2
E IV DR
30 'B UIL D IN
14
E
1.2
PATIENT OFFICE
EXISTING PARCEL AREA = 85,304 SF
N
TYP. OF 5 6
EXISTING NON-CO FIRE BARRIER. P FIRESTOPPING, F APPLICABLE OBC BARRIER.
11/5/2016 6:40:37 PM
12
8.2
ASPHALT PAVING ME N
1-HOUR RATED F
191
LOT COVERAGE
1617 - CONCORD COUNSELING SERVICES ADDITION AND RENOVATION
'-0 "
CAST-IN-PLACE CONCRETE PAVING 5' EA SE
PATIENT OFFICE 143C
130A
14
EXISTING SHRUB. EXISTING DECIDUOUS SHRUB COUNTED AS BUFFERYARD SHRUB. EXISTING SHRUB COUNTED AS FOUNDATION PLANTING. EXISTING DECIDUOUS TREE COUNTED AS LOT INTERIOR LANDSCAPING. EXISTING CONIFEROUS TREE. BUFFERYARD SHRUB: VIBURNUM ARROWWOOD. 24" AVERAGE HEIGHT AND SPREAD MINIMUM. BUFFERYARD DECIDUUOUS TREE: JAPANESE ZELKOVA. 3" CALIPER MINIMUM. BUFFERYARD EVERGREEN TREE: BLUE SPRUCE. 3" CALIPER MINIMUM. INTERIOR PARKING AREA LANDSCAPING: STATE STREET MAPLE. PERIMETER SCREENING: SEA GREEN JUNIPER PLANTED 6' ON CENTER. LOT INTERIOR LANDSCAPING: WHITE OAK LOT INTERIOR LANDSCAPING: HONEYLOCUST. FOUNDATION PLANTING: SHRUB ROSES. 24" AVERAGE HEIGHT AND SPREAD MINIMUM. FOUNDATION PLANTING: DWARF KOREAN LILAC. 24" AVERAGE HEIGHT AND SPREAD MINIMUM. FOUNDATION PLANTING: BOXWOOD. 24" AVERAGE HEIGHT AND SPREAD MINIMUM. TREE REPLACEMENT: DECIDUOUS. TREE REPLACEMENT: EVERGREEN. EXISTING SIGN TO REMAIN. DUMPSTER FENCE ENCLOSURE. OVERHEAD ELECTRIC LINE. EXISTING ELECTRIC POLE WITH PARKING LOT LIGHTING TO REMAIN. EXISTING STREET LIGHT TO REMAIN. EXISTING WALL PACK LIGHTING TO REMAIN. WALL PACK LIGHTING TO MATCH EXISTING. INVERTED "U" BIKE RACK EXISTING MECHANICAL EQUIPMENT TO REMAIN. EXISTING UNDERGROUND STORM CUT-OFF PARKING LOT LUMINAIRE, ART MOUNT 2 AT 180 DEGREES CUT-OFF PARKING LOT LUMINAIRE, ART MOUNT 1 AT 90 DEGREES
MAXIMUM EGRESS CAPACITY DOOR = 165 OCCUPANTS
131A
1.1 1.2 1.3 2 3 4.1
EXISTING ITEM TO REMAIN
E
ZONING CODE DATA
SITE PLAN CODED NOTES
LEGEND
1
Sample Feasibility Study Gahanna-Jefferson Middle School South ELEMENTARY SCHOOL (GRADE K -5)
CODE DATA
PROPOSED SITE PLAN 025-005486-00 025-008749-00 025-009307-00 025-005128-00
TOTAL AREA
28.84 acres
LOT COVERAGE
27.4%
NEW ELEMENTARY SCHOOL (GRADE K-5)
PLAYGROUND
PLAYGROUND BUS DROP-OFF
CAR DROP-OFF
84,164 sf
TOTAL PLAY AREA
203,021 sf
WAY
SQUARE FOOTAGE PROPOSED BUILDING
PLAYGROUND
I ELD
city of gahanna restricted institutional district education
LLF
ZONING JURISDICTION CURRENT ZONING CURRENT USE
DE
PARCEL ID
CAR DROP-OFF
PARKING REQUIREMENTS 338 118 220 338
ACCESSIBLE PARKING SPACES REQUIRED SPACES PROVIDED
9 9
MIDDLE SCHOOL SOUTH
SH AD Y
VEHICLE PARKING SPACES REQUIRED EXISTING SPACES SPACES PROPOSED TOTAL PROVIDED
R GD RIN SP
SCHYLER WAY
HELMBRIGHT DR
EXISTING BUS DROP-OFF
GAHANNA JEFFERSON PUBLIC SCHOOLS MIDDLE SCHOOL SOUTH FACILITY SPACE ANALYSIS
CLASSROOMS ADMINISTRATION GYM/CAFETERIA
10
B
OK RO RB VE EA
DR
349 SHADY SPRING DR GAHANNA, OH 43230 11/14/2017
Sample Feasibility Study Mcwherter Manufacturing Complex LEGEND
PARKING CALCULATION PROPOSED BUILDING #1 (22,256 SF)
PROPERTY LINE
PARKING FACTOR
SPACE REQUIRED
OFFICE (5%)
1/300
4
MANUFACTURING (95%)
1/400
53
PROPOSED STREET CENTER LINE PROPOSED STREET RIGHT-OF-WAY
57
TOTAL PARKING SPACES REQUIRED
PROPOSED BUILDING SETBACK
PROPOSED BUILDING #2 (26,932 SF) PARKING FACTOR
OFFICE (5%)
SPACE REQUIRED
1/300
MANUFACTURING (75%)
1/400
WAREHOUSE (20%)
1/1000
TOTAL PARKING SPACES REQUIRED
TOTAL PARKING SPACES PROVIDED (ON PLAN)
51 6
GENERAL ZONING INFORMATION
62
) NE LI T O (L K UM AC IM TB IN SE 0 " M '-
G IN 0 LD 2
1168.05 • THE CITY MAY, AT ITS DISCRETION, ACCEPT AN ESTIMATE OF THE NUMBER AND SIZE OF TREES ON A SITE WHEN THE SITE EXCEEDS THREE (3) ACRES. • IF ALL REQUIRED REPLACEMENT TREES CANNOT BE ACCOMMODATED ON SITE, THE PLAN SHALL INDICATE WHERE AND HOW THE APPLICANT WILL REPLACE THE BALANCE OF THE REQUIRED TREES AS REQUIRED BY SECTION 1168.07. 1168.06 THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT (OR DESIGNEE) MAY APPROVE THE CUTTING DOWN, REMOVAL, OR DESTRUCTION OF A MAJOR TREE WHEN THE TREE INTERFERES WITH THE PROPER DEVELOPMENT OF THE LOT, PROVIDED THAT THE LOT IS THE SUBJECT OF APPLICATION FOR APPROVAL OF A ZONING CERTIFICATE, DEVELOPMENT PLAN, VARIANCE OR CONDITIONAL USE PERMIT; SUCH APPLICATION IS APPROVED; AND ONE OF THE FOLLOWING APPLIES: • THE TREE IS LOCATED WITHIN A PROPOSED PUBLIC RIGHTOF-WAY. • THE PROPOSED STRUCTURE CANNOT BE LOCATED IN A MANNER TO AVOID REMOVAL OF THE TREE AND, AT THE SAME TIME, PERMIT THE DESIRABLE AND LOGICAL DEVELOPMENT OF THE LOT.
4' 16
MCWHERTER DRIV E
1168.04 • EACH MAJOR TREE REMOVED DURING THE COURSE OF THE DEVELOPMENT OF A LOT SHALL BE REPLACED BY THE OWNER OF THE LOT WITH TREES THAT HAVE A TOTAL CALIPER EQUAL TO, OR GREATER THAN, THE TOTAL CALIPER OF THE REMOVED MAJOR TREE. IN NO CASE SHALL ANY REPLACEMENT TREE HAVE A DIAMETER AT BREAST HEIGHT THAT IS LESS THAN 1.75 INCHES.
" -6
'
" -0
EXISTING DRIVE
165' - 3"
104' - 0" '60
PROPOSED PARKIN G LOT 19 SPACES
214' - 0"
PROPOSED BUILDING FOOTPRIINT #1 22,256 SF
BU IL DI N 50 G ' - SE 0" TB M AC IN K IM (S UM TR EE T)
PROPOSED PARKING LOT 22 SPACES
EXISTING TREE LINE
BUILDING SETBACK (LOT 20' - 0" MINIMUM LINE)
K AC M TB U SE IM G IN IN " M RK - 0 PA 20'
214' - 0"
PROPOSED PARKING LOT 79 SPACES
1168.07 REPLACEMENT OPTIONS • ON-SITE REPLACEMENT. A MINIMUM OF FIFTY PERCENT (50%) OF THE REQUIRED REPLACEMENT TREES SHALL BE REPLANTED IN ANOTHER LOCATION ON THE SITE FROM WHICH THE ORIGINAL TREES WERE REMOVED TO MAINTAIN THE REMAINING NATURAL DISTRIBUTION OF TREE COVER IN THE CITY. • TREE BANK SITE OPTION. ON-SITE REPLACEMENT IS DETERMINED TO BE IMPOSSIBLE OR IMPRACTICAL, THE REMAINING BALANCE OF REQUIRED REPLACEMENT TREES SHALL BE PLANTED ON A DESIGNATED TREE BANK SITE PROVIDED THAT THE CITY, IN ITS SOLE DISCRETION, DETERMINES THERE IS AN ACCEPTABLE SITE TO ACCOMMODATE THIS OPTION. • TREE BANK FUND OPTION. IF NEITHER ON-SITE REPLACEMENT, OR A TREE BANK SITE OPTIONS CAN ACCOMMODATE THE REQUIRED REPLACEMENT TREES, A PAYMENT IN LIEU OF REPLANTING MAY BE UTILIZED. • SIZE OF REPLACEMENT TREES. EACH REPLACEMENT TREE SHALL HAVE A MINIMUM CALIPER OF 1.75 INCHES AND A CLEAR TRUNK HEIGHT OF AT LEAST SIX (6) FEET.
TOTAL NUMBER OF TREES PROPOSED TO BE REMOVED:
M-2 GENERAL MANUFACTURING DISTRICT
122
50'-0"
MINIMUM LOT REQUIREMENTS MIN. LOT AREA:
3 ACRES*
MIN. LOT FRONTAGE AND WIDTH:
200 FT
MAX. LOT COVERAGE BY BUILDINGS:
40% OF LOT AREA
MAX. LOT COVERAGE BY BUILDINGS AND PAVEMENT:
80% OF LOT AREA
* FOR LOTS FRONTING ON EXISTING OR PROPOSED PUBLIC STREETS.
BUILDING SETBACK REQUIREMENTS FROM STREET RIGHT-OF-WAY:
50 FT*
FROM SIDE OR REAR LOT LINE:
20 FT**
MIN. SEPARATION BETWEEN BUILDINGS:
30 FT
* **
WHEN OPPOSITE OR ADJACENT TO A NON-RESIDENTIAL DISTRICT. WHEN ADJACENT TO AN INDUSTRIAL DISTRICT.
MINIMUM PARKING SETBACK REQUIREMENTS FROM STREET RIGHT-OF-WAY:
20 FT*
FROM SIDE OR REAR LOT LINE:
10 FT**
* **
WHEN OPPOSITE OR ADJACENT TO A NON-RESIDENTIAL DISTRICT. WHEN ADJACENT TO A NON-RESIDENTIAL DISTRICT.
MCWHERTER SITE FEASIBILITY STUDY VERITY ENTERPRISES LTD 2 MCWHERTER DRIVE DELAWARE, OH 43015
463 N High St, Suite 2B Columbus, OH 43215 Phone: (614) 942-1050 main@triadarchitects.com SITE FEASIBILITY STUDY 104' - 0"
ROW STREET- 0" 30'
BUILDING SETBACK (LOT LINE) 20' - 0" MINIMUM
43' - 0"
PARKING SETB ACK 10' - 0" MINIMUM
PARKING SETB ACK 20' - 0" MINIMUM BUILDING SETB ACK (STREET) 50' - 0" MINIMUM
1/7/2019 2:49:33 PM
PROPOSED BUILDING FOOTPRIINT #2 26,930 SF
0"
P:\Pro-18\1854-Verity Enterprises-McWherter Site Feasibility Study\02-Schematic Design\01-Drawings\01-CAD\01-Revit\1854-McWherter Site Feasibility Study.rvt
8 24
419-211-05-016-000
HEIGHT LIMIT:
1168.02 • THESE REGULATIONS SHALL APPLY TO TREES THAT HAVE A MINIMUM SIX-INCH DIAMETER AT BREAST HEIGHT (DBH), ALSO KNOWN AS MAJOR TREES, ON ALL PUBLIC AND PRIVATE PROPERTIES, IN ALL ZONING DISTRICTS, UNLESS EXEMPTED. • NO TREES SHALL BE REMOVED FROM ANY PARCEL OF LAND UNTIL A TREE CLEARANCE PERMIT HAS BEEN ISSUED BY THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT OR DESIGNEE, UNLESS EXEMPTED.
I BU
B
T O (L K UM AC IM TB MIN SE 0" NG ' D I 20 UIL
2 MCWHERTER DRIVE DELWARE, OH 43015
PARCEL NUMBER: ZONING CLASSIFICATION /DISTRICT:
TREE PRESERVATION REGULATIONS (ORD.)
) NE LI
ADDRESS: 120
1/7/2019
EXISTING STREAM
R FO TION T NO RUC T NS O C
BUILDING SETBACK (LOT LINE) 20' - 0" MINIMUM
SITE FEASIBILITY STUDY 1 1" = 40'-0"
Drawn by: SW Checked by: ZCP Commission Number: 1854
AS-101 SITE FEASIBILITY STUDY
11
1854 - MCWHERTER SITE FEASIBILITY STUDY
ON ND LO
AD RO
5
COPYRIGHT TRIAD ARCHITECTS LTD. 2018
USE
1/7/2019 2:49:33 PM
USE
Sample Code Reviews 17 N Sandusky St Historic Restoration and Renovation
TRIAD Architects – Compliance Alternatives Code Review (Chapter 34) 10/16/2018 Project Information Project Name: 17 North Sandusky Street Rehabilitation Project Address: 17 North Sandusky Street, Delaware, OH 43015 Authorities Having Jurisdiction: Architectural Review Board: Historic Preservation Commission Building Department: City of Delaware Code Reviewer: Paul Miller / Sophia Wang Change of Occupancy The project is a partial change of occupancy. As such, the building shall be made to comply with the requirements of OBC chapters 3-12 and 14-33 or with section 3412. Chapter 13 Energy Efficiency requirements may not need to be changed in accordance with OBC 3408. Use and Occupancy Classification: Existing Use: B-Business Proposed Use: Non-separated mixed use. A-2 Assembly / B-Business Construction Classification: Existing construction appears to be Type III-B Building Heights and Areas: Allowable building height for type III-B construction non-sprinklered (table 504.3): A-2 Occupancy: 55 ft allowable B Occupancy: 55 ft allowable Allowable number of stories above grade plane for III-B construction non-sprinklered (Table 504.4): A-2 Occupancy: 2 story allowable B Occupancy: 3 stories allowable Allowable area for III-B construction non-sprinklered (Table 504.4): A-2 Occupancy: 9,500 sf allowable B Occupancy: 19,000 sf allowable 712.1.9 Two-story openings In other than Groups I-2 and I-3, a vertical opening that is not used as one of the applications listed in this section shall be permitted if the opening complies with all of the items below: 1. Does not connect more than two stories. 2. Does not penetrate a horizontal assembly that separates fire areas or smoke barriers that separate smoke compartments. 3. Is not concealed within the construction of a wall or a floor/ceiling assembly. 4. Is not open to a corridor in Group I and R occupancies. 5. Is not open to a corridor on non-sprinklered floors. Is separated from floor openings and air transfer openings serving other floors by construction conforming to required shaft enclosures. Means of Egress
3408.3 Stairways. Existing stairways in an existing structure shall not be required to comply with the requirements of a
new stairway as outlined in Sections 1011 (stairways), 1014 (handrails), and 1015 (guards). 1009 Exception 1. Accessible means of egress are not required to be provided in existing buildings.
Number of Exits Dependent on final layout. Minimum required exits are as follows: 1 Exit: A Occupancy: Where occupant load is less than 49 and common path of egress travel is less than 75ft B Occupancy: Where occupant load is less than 49 and common path of egress travel is less than 75ft Where occupant load is less than 30 and common path of egress travel is less than 100ft 2 Exits: Where occupant load is 1-500 per story (all occupancies) Accessibility Improvements The following accessibility improvements are required as a complete change of occupancy (3411.42): At least one accessible building entrance
12
At least one accessible route from an accessible building entrance to primary function areas Signage complying with Section 1110. Accessible parking, where parking is being provided. At least one accessible passenger loading zone, when loading zones are provided At least one accessible route connecting accessible parking and accessible passenger loading zones to an accessible entrance.
Section 3412 Compliance Alternatives
3412.6.3 Compartmentation
Not less than 2-hour rated wall construction separating compartments into 5,000 sf or less. Not less than 2-hour rated floor/ceiling construction separating compartments into 5,000 sf or less.
3412.6.4 Dwelling Unit Separations
1-hr fire partitions and floor assemblies, or only one tenant within the floor area.
3412.6.5 Corridor Walls
1-hr rated corridor walls, with complying opening protectives, or with corridors as permitted without a fire-rating.
3412.6.6 Vertical Openings
1-hr rated vertical openings.
3412.6.7 HVAC Systems
Systems serving one story; or a central boiler/chiller system without ductwork connecting two or more stories.
3412.6.8 Automatic Fire Detection
Smoke detectors installed throughout the floor area.
3412.6.9 Fire Alarm Systems
Fire alarm system in accordance with Section 907.
3412.6.10 Smoke Control
None.
3412.6.11 Means of Egress Capacity and Number
Provide per Building Code.
3412.6.12 Dead Ends
None.
3412.6.13 Maximam Exit Access Travel Distance
90 ft < 200 ft limit.
3412.6.14 Elevator Control
None.
3412.6.15 Means of Egress Emergency Lighting
Provide per Chapter 27.
3412.6.16 Mixed Occupancies
Separations between occupancies in accordance with Section 508.4.
3412.6.17 Automatic Sprinklers
Sprinklers are required throughout; not provided.
3412.6.18 Standpipes
Not required; not provided.
3412.6.19 Incidental Accessory Occupancy
N/A
9,500 9,295 [1 - ( ) = .17 1,200 9,500 B BUSINESS Aa = 19,000 19,000 4,240 [1 - ( ) = 12.3 1,200 19,000
Sample Code Reviews
3 MAXIMUM
17 N Sandusky St Historic Restoration and Renovation
20 x
NOTES
TABLE 3412.7 CODE SUMMARY EXISTING OCCUPANCY:
B BUSINESS
PROPOSED OCCUPANCY:
A-2 ASSEMBLY/B BUSINESS
TYPE OF CONSTRUCTION:
III-B
NUMBER OF STORIES:
2
PERCENTAGE OF FRONTAGE INCREASE: 0%
AREA PER FLOOR:
1ST FLR-9295 SF/2ND FLR-4240 SF
TYPE OF HVAC SYSTEM:
SEPARATE SYSTEMS
SERVING NUMBER OF FLOORS: 1 PER FLOOR
AUTOMATIC FIRE DETECTION:
YES
TYPE AND LOCATION:
SMOKE DETECTORS THROUGHOUT
FIRE ALARM SYSTEM:
YES
TYPE:
PER SECTION 907
SMOKE CONTROL:
NO
TYPE:
N/A MEANS OF EGRESS (ME)
GENERAL SAFETY (GS)
3412.6.1 BUILDING HEIGHT 1 3412.6.2 BUILDING AREA 2 3412.6.3 COMPARTMENTATION
0 .17 14
0 .17 14
0 .17 14
3412.6.4 TENANT AND DWELLING UNIT SEPARATION 3412.6.5 CORRIDOR WALLS 3412.6.6 VERTICAL OPENINGS
0 0 2
0 0 2
0 0 2
3412.6.7 HVAC SYSTEMS 3412.6.8 AUTOMATIC FIRE DETECTION 3412.6.9 FIRE ALARM SYSTEMS
5 5 0
5 5 0
5 5 0
3412.6.10 SMOKE CONTROL 3412.6.11 MEANS OF EGRESS CAPACITY 3412.6.12 DEAD ENDS
**** **** ****
0 0 2
0 0 2
3412.6.13 MAXIMUM EXIT ACCESS TRAVEL DISTANCE 3 3412.6.14 ELEVATOR CONTROL 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING
**** -2 ****
11 -2 2
11 -2 2
0 -4 0 0
**** -4 / 2 = -2 0 0
0 -4 0 0
20.17
37.17
35.17
19
30
30
+1.17
+7.17
+5.17
3412.6.16 3412.6.17 3412.6.18 3412.6.19
MIXED OCCUPANCY AUTOMATIC SPRINKLERS STANDPIPES INCIDENTAL ACCESSORY OCCUPANCY
BUILDING SCORE - TOTAL VALUE BUILDING SCORE - MINIMUM VALUE (A-2) BUILDING PERFORMANCE
3412.6.4 DWELLING UNIT SEPARATIONS 1-HR FIRE PARTITIONS AND FLOOR ASSEMBLIES, OR ONLY ONE TENANT WITHIN THE FLOOR AREA. 3412.6.5 CORRIDOR WALLS 1-HR RATED CORRIDOR WALLS, WITH COMPLYING OPENING PROTECTIVES, OR WITH CORRIDORS AS PERMITTED WITHOUT A FIRERATING.
3412.6.7 HVAC SYSTEMS PROVIDE SYSTEMS SERVING ONE STORY; OR A CENTRAL BOILER/CHILLER SYSTEM WITHOUT DUCTWORK CONNECTING TWO OR MORE STORIES. 3412.6.8 AUTOMATIC FIRE DETECTION PROVIDE SMOKE DETECTORS THROUGHOUT THE FLOOR AREA.
2 BUILDING
(55) - (40) 12.5 (2-2)
3412.6.11 MEANS OF EGRESS CAPACITY AND NUMBER PROVIDE PER BUILDING CODE. 3412.6.12 DEAD ENDS NONE.
PRICING SE
3412.6.13 MAXIMAM EXIT ACCESS TRAVEL DISTANCE 90 FT < 200 FT LIMIT. 3412.6.14 ELEVATOR CONTROL NONE. 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING PROVIDE MEANS OF EGRESS LIGHTING AND EXIT SIGNS WITH EMERGENCY POWER IN ACCORDANCE WITH CHAPTER 27. 3412.6.16 MIXED OCCUPANCIES SEPARATIONS BETWEEN OCCUPANCIES IN ACCORDANCE WITH SECTION 508.4. 3412.6.17 AUTOMATIC SPRINKLERS SPRINKLERS ARE REQUIRED THROUGHOUT; SPRINKLER PROTECTION IS NOT PROVIDED. 3412.6.18 STANDPIPES STANDPIPES ARE NOT REQUIRED; NONE ARE PROVIDED.
CO
INCIDENTAL ACCESSORY OCCUPANCY
Drawn by: Checked by Comission N
x 1 = 1.2 x1=0
AREA
A-2 ASSEMBLY Aa = 9,500 COPYRIGHT TRIAD ARCHITECTS LTD. 2018
9,500 9,295 [1 - ( ) = .17 1,200 9,500 B BUSINESS Aa = 19,000 19,000 4,240 [1 - ( ) = 12.3 1,200 19,000 3 MAXIMUM
20 x
EXIT ACCESS TRAVEL DISTANCE
200-90 = 11 200
NOTES
3412.6.3 COMPARTMENTATION NOT LESS THAN 2-HOUR RATED WALL CONSTRUCTION SEPARATING COMPARTMENTS INTO 5,000 SF OR LESS. NOT LESS THAN 2-HOUR RATED FLOOR/CEILING CONSTRUCTION SEPARATING COMPARTMENTS INTO 5,000 SF OR LESS. 3412.6.4 DWELLING UNIT SEPARATIONS 1-HR FIRE PARTITIONS AND FLOOR ASSEMBLIES, OR ONLY ONE TENANT WITHIN THE FLOOR AREA.
133412.6.5
CORRIDOR WALLS 1-HR RATED CORRIDOR WALLS, WITH COMPLYING OPENING PROTECTIVES, OR WITH CORRIDORS AS PERMITTED WITHOUT A FIRERATING. 3412.6.6 VERTICAL OPENINGS 1-HR RATED VERTICAL OPENINGS.
SANDUS 17 N SA DELAWA
3412.6.10 SMOKE CONTROL NONE.
HEIGHT
(AH) - (EBH) x CF 12.5 [(AS) - (EBS)] x CF
17 NO RENO
3412.6.9 FIRE ALARM SYSTEMS PROVIDE FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION 907.
3412.6.19 N/A.
CALCULATIONS 1 BUILDING
3412.6.3 COMPARTMENTATION NOT LESS THAN 2-HOUR RATED WALL CONSTRUCTION SEPARATING COMPARTMENTS INTO 5,000 SF OR LESS. NOT LESS THAN 2-HOUR RATED FLOOR/CEILING CONSTRUCTION SEPARATING COMPARTMENTS INTO 5,000 SF OR LESS.
3412.6.6 VERTICAL OPENINGS 1-HR RATED VERTICAL OPENINGS.
FIRE SAFETY (FS)
SAFETY PARAMETERS
EXIT ACCESS TRAVEL DISTANCE
200-90 = 11 200
17 NORTH SANDUSKY ST RENOVATIONS
Sample CAD Management Company Revit Template - Parametric Titleblock
14
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HIRAM M. PERKINS OBSERVATORY & PLANETARIUM In-Revit rendering, Photoshop, Illustrator
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15
Photoshop
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