ASHLEY DANIELSON, AAIA ARCHITECTURE | PRESERVATION
CONTENTS
RATIO - Preservation Studio June 2018 - May 2020 Eagle Cotton Mill Hotel Madison, IN | Hospitality
CENTRAL SCHOOL CONDITION ASSESSMENT King Cole Hotel
Indianapolis, IN | Hospitality
Central School
Cambridge City, | Daycare
FEBRUARY 2020
Pendleton Town Hall
Pendleton, IN | Facade Rehabilitation
Main Street Iowa Internship | Summer 2017 Immigrant Park Centerville, IA | Infill
Kerr Family Dental
Osceola, IA | Facade Rehabilitation
Ball State University MSHP | 2016-2018 Thesis
Indiana | Writing and Research
Public School No. 1
Franklin Co., IN | HABS Documentation
Jackson Street Corridor Muncie, IN | Preservation Plan
Photogrammetry Muncie, IN | Research
Iowa State University BArch | 2011-2016 Soho Artscape
New York City, NY | Residential
NMIF
Nashville, TN | Museum
EAGLE COTTON MILL HOTEL Madison, IN | Hospitality | RATIO | 77, 000 S.F. | Under Construction Constructed in 1884, the Eagle Cotton Mill in Madison, Indiana is situated on a 3.75 acre parcel and includes multiple buildings and ruins from its prior life as an industrial site. After sitting vacant for over 20 years, the current client is developing the primary Mill Building into a Marriott Fairfield hotel with the auxiliary buildings to be used as supplemental spaces in a future phase. The 85 key hotel will feature the masonry and heavy timber frame throughout the building. Programming features are to include a breakfast room, bar, fitness studio, and large banquet hall. An exterior deck and landscaped site to the south will provide direct views and access to the Ohio River. DINO and Federal Historic Preservation Tax Credits are being leveraged to complete the project. RATIO provided services architecture, preservation, interior design, and landscape architecture.
Responsibilities: - Revit modeling - Federal Historic Tax Credits Part 2 and Part 2 Amendments - State Construction Design Release Application - Assisting with construction documents - Internal team coordination - Detailing historically compatible windows, coordination and review of shop drawings - Advising on preservation issues
KEYNOTE LEGEND 04 20 00 07 54 23 07 62 00 08 45 00 A-210
GENERAL FLOOR PLAN NOTES
SPEC EQUIP SCHED
C1 C3
TAG
MANUFACTUR ER
DESCRIPTION
EQ100 EQ101 EQ102
GUEST DEPOSITORY SAFE BACK OF HOUSE GAS DRYER CORNER MARKET HALF SIZE SWING DOOR REFRIGERATOR CORNER MARKET FULL HEIGHT SWING DOOR REFRIGERATOR BACK OF HOUSE WASHER STAINLESS STEEL ICE DISPANSER EMPLOYEE BREAKROOM ADA DISHWASHER EMPLOYEE DEPOSITORY SAFE EMPLOYEE BREAKROOM REFRIGERATOR Recessed Wall-Mount Bottle Filling Station GUEST WASHER GUEST ELECTRIC DRYER
EQ103 EQ104 EQ105 EQ106 EQ107 EQ108 EQ109 EQ110 EQ111
EAGLE COTTON MILL
UNIT MASONRY THERMOPLASTIC POLYOLEFIN (TPO) ROOFING SHEET METAL FLASHING AND TRIM TRANSLUCENT WALL AND ROOF ASSEMBLIES
A B C
MODEL
AMPHION UNIMAC TRUE
FF-11LT UTF75N GDM-7F-LD-MAR-1
TRUE
GDM-23-LD-MAR-1
UNIMAC MANITOWOC E1090400
UWN065T4V SY-0504A/SPA-310 -
AMPHION UNMIAC UNIMAC
FF-11LT WCR-51, REFER TO SPECS UWN065T4V UT075E
NOTE 1 NOTE 2 NOTE 3
108 St. Michael's Ave. Madison, Indiana 47250
KEYNOTE LEGEND 00 10 00.A1 04 21 00.Q3
108 St. Michael's Ave. Madison, Indiana 47250
EAGLE COTTON MILL
CENTER WALL ON COLUMN LINE INFILLOPENING WITH SALVAGED BRICK
Owner
04 20 00
Owner
Riverton, LLC.
Riverton, LLC.
1113 West Fireweed Lane, Suite 200 Anchorage, Alaska 99503
1113 West Fireweed Lane, Suite 200 Anchorage, Alaska 99503
Architect 60'-4"
RATIO Architects, Inc.
A-210
A-210
E1 E3
A1 A3
101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040
Architect
RATIO Architects, Inc.
Structural Engineer
Lawson & Elser Inc
101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040
650 E Carmel Dr # 150 Carmel, Indiana 46032 317-574-9409
Civil Engineer
FPBH, Inc.
Structural Engineer
72 Henry Street, PO Box 47 North Vernon, Indiana 47265 812-346-2045
3'-6" VIF
A-210
A-201
2
3
4
5
6
7
8
9
10
A1
D2
11
RECEIVING 133
12
13
14
Lawson & Elser Inc
C&T Design and Equipment Co., Inc.
F6
2750 Tobey Drive Indianapolis, Indiana 46219 317-898-9602
1/8" = 1'-0"
A-202
650 E Carmel Dr # 150 Carmel, Indiana 46032 317-574-9409
OFFICE BUILDING NORTH ELEVATION 1/8" = 1'-0"
25'-4" VIF
MECH RM 135
1
A-202
45'-0" F1 F3
Consultant
OFFICE BUILDING SOUTH ELEVATION
F4
15
16
Civil Engineer
17
18
19
20
21
22
23
24
25
FPBH, Inc.
26
72 Henry Street, PO Box 47 North Vernon, Indiana 47265 812-346-2045
A-301
A3
LOBBY 101
A-524
23'-9 1/2"
S6A
S6A.D.A
VESTIBULE 100
F6
422
S6A.D.A
OFFICE 128
S6B.D.A
S6A.D
S6A.D.A S6B.D.A
OFFICE 126
120A
20'-0"
A-503
C4
04 21 00.Q3 S6B.D.A
S6B.D.2.A
A-501
S6B.D.A
E1
B
B
S6B.D.A
D1
S6B.D.A
D7
A
A
A
9'-6"
9'-6"
9'-6"
A
A
A
9'-6"
9'-6"
9'-6"
A
A
2'-8"
A
A
A
A6
A-321
9'-6"
9'-6"
A
A
A
A
A
A
A
A
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
02/28/19 05/15/19 08/14/19 03/06/20 03/27/20
6'-7"
A
SHEET ISSUE 1 Design Development 2 Progress GMP 3 BID Documents 4 NPS Part 2 Resubmittal 5 60% Design Review
A-422
D6
S6A.D.A
03/27/20
SEAL | DATE
B
STAIR 2 S2-1
00 10 00.A1 00 10 00.A1
A-501
4'-6"
102 A
26'-0"
E4
S6B.D.A
STORAGE 123
A-202
74'-0"
A4
BANQUET ROOM 120
22'-0"
120
C
S2-1A
E6
04 21 00.Q3
C2
130B
100A
S1-1A
A B
MECH 122
B4
3'-8"
8'-4 1/2"
MIRROR
00 10 00.A1
MEETING ROOM 125
S6A.D.A
S6B.D.A
420 CORNER
MARKET 130
E2
3'-6 3/4"
S6B.D.A S6B.D.A
BREAKOUT 124 00 10 00.A1
A-501
10'-6 1/2" VIF
2'-8"
6'-7"
OFFICE 127
F4 F5
5'-7"
122
113C
6'-0" CLR
DW
8'-10 1/4"
146
A-523
100B
A.3
5'-0"
5'-0"
A-421
A-401
E2
4'-8 1/2"
A3
A-401 UBA263
F7
S1FA.A
A1
2750 Tobey Drive Indianapolis, Indiana 46219 317-898-9602
S6A.D.1
26'-0"
9'-1 3/4"
341
E2
00 10 00.A1
S6A.D.A
A-501
D1
C&T Design and Equipment Co., Inc.
S2-1B
144 SF
10'-3" S6A.D
4 1/4"
S6A.D.A
LUGGAGE 147
12'-4"
STORAGE 109
QUICK PRINT
F5
A-401
B1
A3
S6A.D
19'-3 5/8"
WORKROOM 129
Consultant B
STORAGE 121
S6A.D.1
3'-8 1/2"
A3
3 5/8" 8'-10 3/4" 3 5/8"
121
S6A.D.1.A
S6B.D.A
CORRIDOR / PREFUNCTION 150
E4
A
00 10 00.A1
A-501
A-501
17'-6"
14'-8 1/4"
B
9'-6"
D6
4 3/4"
124
A-501
S6A.DS6C.D
BAR 102
S6A.D
D1
5'-0 1/2" 4'-5 1/2"3'-4 1/2" 6'-1 1/2"
A
123
5'-7"
S6A.D
A
24'-2"
3'-11"
1'-4 1/4"
S6C.D
FAMILY RR 104 STAIR 1 S1-1
S6A.D.1
S6A.D
1'-3 1/4"
4'-9 1/2" 3'-4 1/4"
TYP
A
S6A.D
WARMING KITCHEN 119
S6A.D
125
9'-6"
2'-0" 7" 4'-10" 7" 1'-6"
F2
127
9'-6"
CIRCULATION 151
4'-8"
5'-4"
A
119B
18'-4"
S6A.D
126
3'-10"
S6A.D
S3A.D
ELEC 118
117
S3A.D.A
4'-6 5/8"
B
B
19'-9 1/2" VIF
S6B.2.A S6B.D.2.A
2" 7'-8 1/2"
9'-6"
E6
A-411
A-501
S3A.D.A 116
A7
A
A-423119A
5'-0"
WOMEN 117
S6C.D
1'-8"
4 3/4"
S1-1B
MEN 116
S6A.D
S6B.D.2.A
11 1/4"
D3
A2
1'-0" 4'-4"
VESTIBULE 105
F1
1'-2 1/2"
A
APPROX. DOAS SIZE S6A.D.1
S6A.D.1
S3C.D
S6A.D
LINEN 115 1'-0 13/16"
A
113A-B
2'-5"
DATA 114
S6B.D.2.A 114
105
A-502
7'-1 1/4"
D1
A-301
D1
A-301
A
A
D6
S6B.D.2.A
S6A.D
A1
A-412
D5
423
S6A.D S33A.D
S3C.D
D3
S6A
S6A
7'-7 1/4"
115
S6A
S3C.D
SERVICE CORRIDOR 113A
B1
1 1/4"
LAUNDRY 110
07 62 00
S6A.D
S6A.D
325
A
A-503
S6A.D
UBA253 APPROX. DOAS SIZE
ELEV LOBBY 111
360
A-202
C1
A-411
S6A.D
B6
S6A.D
A
113
F7
A-423 S6A.D
BREAKFAST CAFE 148
B
A
111B
S3C.D
B4
S3C.D
A
A
B
S3A.D.A
A6
07 54A-502 23
S6A.D
KITCHEN 149
A
118
S3A.D.A
S3A.D.A
S6A.D
STORAGE 440
A
A.3
S6C.D
S6A.D
B
D2
111C
A
5'-8 9/32"
S6C.D
A
128
18'-11 1/2"
A
6'-1 27/32"
10'-6"
D5
106A
A
135
A-321
A4
A-321
04 21 00.Q3 3'-1"
10'-11"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
10'-11"
3'-1"
246'-6"
B6
A-202
A2
A-511
F6
A-201 E1
A-351
36'-8 1/2"
20'-7 3/4"
16'-6 1/2"
12'-0"
J
G F
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
F
I
PROJECT NO.
18082.000
SHEET TITLE
F
16'-0 3/4"
F
FIRST LEVEL FLOOR PLAN 1/8" = 1'-0"
SHEET NUMBER
G
EAST ELEVATION
NOT FOR CONSTRUCTION
1/8" = 1'-0"
A-101
03/27/20
SEAL | DATE
A.3
E6
A
E6
A-621
B
E6
A-621
A-621
D1
A7
A-301
07 54 23
APPROX. DOAS SIZE
07 62 00
D6
D1
A-621
A-621
D6
A-621
9'3" VIF
A-423
APPROX. DOAS SIZE
D6
D1
A-621
A-621
SHEET ISSUE D3 1 A-621 Design Development 2 Progress GMP 3 BID Documents D1 A-621 4 NPS Part 2 Resubmittal 5 60% Design Review
E6
A-621
02/28/19 05/15/19 08/14/19 03/06/20 03/27/20
D6
D1
A-621
C6
C6
A-621
F1
A-621
4'-3" VIF
4'-9 5/8" VIF
4'-3" VIF
B
C
D
EXISTING T TO BE RES
PROPOSED WINDOW TYPE ELEVATIONS 3 3/8"
1/2" = 1'-0"
8 5/8"
1 3/4"
EXIST. SILL BELOW
EXIST. SILL BELOW
5/8"
5 1/8"
B6
VARIES
08 45 00
1 3/4"
3/4"
EX FL
2"
A-511
A-621
A
1 5/8"
A3
C6
A-621
5'-2 1/4" VIF
EXIST. MASONRY WALL (FIRST FLOOR TYP.)
A-521
C6
A-621
A-621
6'-3 3/4" VIF
A3
A-101 G
C2
A-202
SHEET TITLE
VARIES
EXTERIOR ELEVATIONS
EXIST. SILL BELOW
EXIST. WEIGHT POCKET EXIST. BRICK JAMB
E1
A-621
EXISTING JAMB AND MUNTIN DETAILS TYPE A,B,C,D 3 9/16" 1 9/16"
1 1/2" = 1'-0"
2"
5/8"
E3
A-621
EXISTING MULLION DETAILSHEET NUMBER TYPE C 1 1/2" = 1'-0"
NOT FOR CONSTRUCTION 10"
VARIES
5/8"
2"
A-202
E5
A-621
1 1/4"
EXISTING HEAD DETAIL TYPE A,B,C,D 1 1/2" = 1'-0"
5 15/16"
1 1/2"
WEST ELEVATION 1/8" = 1'-0"
EXIST. MULLION
1 7/8"
A2
A-202
EXIST. SILL BELOW
04 01 20
MATCH EXIST.
04 01 20
18082.000
PROJECT NO.
A-351
1 5/8"
E1
VARIES
3'-6"
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
1 5/8" 5 3/4" 5/8"
3/27/2020 2:51:38 PM
FIRST FLOOR PLAN
F
SIMULATED DIVIDED LITE
D3
A-621
PROPOSED MULLION DETAILTYPE C 1 1/2" = 1'-0"
D5
A-621
EXISTING MEETING RAIL AND MUNTIN DETAILS TYPE A,B,C,D 1 1/2" = 1'-0"
KING COLE HOTEL
Indianapolis, IN | Hospitality | RATIO | 48,150 S.F. | Under Construction
Page 1 of 1Page 1 of 1
Kahn Building (NPS #40029) 1 North Meridian Street Indianapolis, Marion County, Indiana 46201-3000
Print this item: Kahn Building, 1916 (Bass #45705F)
Historic Preservation Certification - Part 2 Kahn Building (NPS #40029) 1 North Meridian Street Indianapolis, Marion County, Indiana 46201-3000
Historic Image 2 | 1936 photograph
Responsibilities: - Documentation of existing conditions - Federal Historic Tax Credits Part 1 and Part 2 - Window condition assessment field work and report - Revit modeling - Roof top mock up coordination - Assisted with submissions to the Indianapolis Historic Preservation Commission
Image 1 | South and west elevations, looking northeast Photo taken February 2019
Print this item: Kahn Building, 1936 (Bass #235643-F)
Historic Image 1 | 1916 photograph
Image 2 | West elevation upper floors, looking east Photo taken February 2019
Located off of Monument Circle in downtown Indianapolis, the King Cole Building, also known as the Kahn Building, is an eleven story white terra cotta clad building design by Vonnegut and Bohn. The 1915 building was originally designed for the Kahn Tailoring company and included first floor retail and upper floor offices. Work to be completed on the building includes the recreation of the original first floor storefronts and grand terra cotta entry surround, and full interior rehabilitation. The hotel W.H. BassCollection Photo Company--Pamela Tranfield Collection W.H. Bass Photo Company--Pamela Memorial will be under the Hilton MottoTranfield brand and contains 108 keys ofMemorial micro units, most of which are under 200 square feet. A basement restaurant and new rooftop bar will be features in the building.
1
5
GENERAL PLAN NOTES 1.
2.
KEYNOTE LEGEND 1
2
16'-11"
4
3
16'-8"
16'-8"
A2
E7
A-303
A-403
W4 4W-14
W4 4W-13
16'-8"
W4 4W-11
W4 4W-10
6
16'-8"
6.5
8'-4"
A7
A1
A-302
00-B2
W4 4W-12
5
W4 4W-9
W4 4W-8
W4 4W-7
W4 4W-6
8'-4"
00-B2
8
16'-11"
A-301
W4 4W-5
00-B2
W4 4W-4
W4 4W-3
W4 4W-2
ALIGN FINISH FACE OF WALL TYPE WITH FACE OF WINDOW OPENING JAMB INTUMESCENT PAINT FIRE EXTINGUISHER LAUNDRY AND LINEN CHUTES
099646.A00 104416.A00 140133.A00
A1
A-404
00-B2
7
Owner
Indy PropCo LLC
D
W4 4S-1
10'-0"
SK-3R 403 161 SF
10'-0"
SK-2 405
161 SF
SK-4L 406
218 SF
161 SF
10'-0"
13'-4"
SK-3R 407
BQ-1 408
161 SF
10'-0"
10'-0"
FQ-1 409
218 SF
SK-3L 410
161 SF
C.2 A4
A-303
ARSEE ENGINEER
Structural Engineer C
E-401
120 SF
A4
410
S6A.D.1.A
10'-2"
CK-3 412
94 SF
11'-5"
DN
140133.A00
Mechanical / Electric
9229 Delegates Row, Indianapolis, IN 46240 (317) 781-6200
CEC
530 E. Ohio Street, Su Indianapolis, IN 46204 (317) 655-7777
W6
2'-4"
S4Y.D.2.A
650 E. Carmel Dr., Su Carmel, IN 46032 (317) 574-9409
Civil Engineer
167 SF
BOH 413
S3A.1.A
2'-10 5/8"
LAWSON ELSER
Circle Design Gro
9'-7 1/8"
C.3
S6A.D.1.A
178 SF
51 SF
401a
A-301
MU409
MU408
UP
E-402
IDF 414
7'-10 5/8"
STAIR S4-04
19'-0 1/4"
SM
E-400
UP W4 4S-4
EX. STAIR S5-04
C7
A-403
412
104416.A00
45'-3 3/4"
472 SF
414
S4-4
S3B.D.2.A
S3B.D.2.A EQ
EQ
HALL 400
6'-11"
C.1
413
400a
5'-0 1/2"
401
104416.A00 18'-5 7/8"
9715 Kincaid Drive, S Fishers, IN 46037-94 (317) 594-5152
410a
MU409a
407a 407
406
405
404
7'-11 1/4"
CLEAR
42 SF
8'-6 1/8"
C.3
S3B.D.2.A
4'-4"
S3L.D.1.A
HALL 400a
175 SF
W4 4S-3
101 South Pennsylva Indianapolis, Indiana 4 (317) 633-4040
Structural Engineer
A-202
412a
10 1/2"
403 S3L.D.1.A
ACQ-1 401
5'-10 5/8"
A-352 W2 4N-1
A6
A4
A-302
C.1
8'-11 5/8"
C.2
E7
MU409b
C
RATIO
162 SF
411
MU408b
MU408a
MU407b
404a
403a
402
404b
406a
403b
405a
8'-1 5/8"
402a W4 4S-2
Architect
CK-4 411
161 SF
18'-1 1/2"
181 SF
13'-4"
BQ-2 404
411a
10'-0"
CK-1 402
18'-1 1/2"
7'-7 1/8"
14'-4 1/2"
IM
099646.A00
A
A
C6
1
1
E1
A-102
A-421
2
3
4
5
6
A-422
7
6.5
8
FOURTH FLOOR PLAN 1/4" = 1'-0"
1
2
16'-11"
3
16'-8"
E7
4
16'-8"
A2
A-403 W4 3W-13
W4 3W-12
5
16'-8"
6
16'-8"
A7
W4 3W-10
W4 3W-9
W4 3W-8
W4 3W-3 W4 3W-5
8
16'-11"
A-301
W4 3W-7 W4 3W-6
W4 3W-2
W4 3W-1
W4 3W-4
D
3 1/8"
D
7
8'-4"
A1
A-404
A-302 W4 3W-11
6.5
8'-4"
A1
A-303 W4 3W-14
7'-7 1/8"
2 3/32"
14'-1 3/8"
302a
W4 3S-1
10'-0"
CK-1 302
10'-0"
SK-4R 303
181 SF
13'-4"
BQ-2 304
161 SF
10'-0"
SK-2 305
161 SF
10'-0"
SK-4L 306
218 SF
13'-4"
SK-4R 307
161 SF
10'-0"
BQ-1 308
161 SF
10'-0"
SK-4R 309
218 SF
SK-4L 310
161 SF
SEAL | DATE
CK-4 311
161 SF
161 SF
C.2
A6
A-403 S3B.D.A
C
C 310
309
308
307
34'-9 1/32"
10'-8"
S4-3A
312
EQ 5'-2 1/2"
S3B.D.A
HALL 300
S4-3
28'-10 7/8"
301
104416.A00
18'-11"
9'-7 1/8" 300A
C.3
W4 3S-4
A4
DN
S6B.D.2.A
S6B.D.2.A
S3B.D.A
8'-0 3/4"
80 SF
2'-9 3/8"
STAIR S4-03
EX. STAIR S5-03
213 SF
140133.A00
88 SF
SM
STORAGE 313A
E-302
313
E-301
4'-11 1/2"
E-300
UP
313A
3'-1 1/8"
UP S3B.D.A S4Y.D.2 S4Y.D.2.A
A-301
C.1
S3B.D.A
EQ
4'-10 1/8"
4'-4"
4'-3 1/4"
CLEAR
8'-8"
C.3
HALL 300a
SHEET ISSUE 1 ISSUED FOR DEMO 2 100% A/E SD 3 DD 4 DD 100% 5 CONSTRUCTION DO
49 SF
S3B.D.A
154 SF
W4 3S-3
306
104416.A00 ACQ-1 301
305
S3B.D.A
C.1
304
A-302
303
A4
6'-0 3/4"
A-202 C7
310a
309a
308a
307a
306a
305a
304a
303a
302
311
W4 3S-2
312a
8'-1 5/8"
W2 3N-1
311a
18'-1 1/2"
A4
A-303
18'-1 1/2"
C.2
8 3/8"
1 N. Indianapo
300 North LaSalle Str Chicago, IL 60654
W4 4W-1
D
8'-11 5/8"
KING BUI HO
SINK AND WARDOBE UNIT IS SHOWN FOR REFERENCE ONLY. SINK AND MILLWORK TO BE PROVIDED BY OTHERS. FAUCET AND DRAIN SYSTEM PROVIDED BY PLUMBING CONTRACTOR. REFER TO FINISH PLANS FOR FFE
BOH 313 93 SF
11'-5"
166 SF
2'-4"
DW S4Y.D.2.A
CK-3 312
W6
IM S2C.P.A
A
A
1
2
3 F5
A-421
2
A-421
4
5
6
A6
A-422
6.5
7
8
COPYRIGHT NOTICE: THIS ARCHITECTURA AND SHALL BE USED ONLY PURSUANT TO DISSEMINATION OR DUPLICATION MAY BE COMMON LAW RIGHTS OF COPYRIGHT AN
PROJECT NO. SHEET TITLE
A1
4/3/2020 4:30:12 PM
A-102
THIRD FLOOR PLAN 1/4" = 1'-0"
THIRD AN FLOOR P SHEET NUMBER
A
CENTRAL SCHOOL
Cambridge City, IN | Daycare and Community Center | RATIO | 25,200 S.F. | Schematic Design
CONVERT DUMPSTER TO PARKING
NEW PLAYGROUND
NEW PLAYGROUND
NEW STAFF PARKING
RESURFACE OR REMOVE
NEW FENCE
NEW DROP OFF / PICK UP
Constructed in 1934, the Central School in Cambridge City, Indiana was constructed to replace the previous school on the same site that was closed due to structural issues. The masonry building has sat vacant for decades until the current owner purchased with the intent of converting it into a daycare for their employees with supplemental spaces available to the community. The site and building posed challenges including accessibility, location within a flood plane, and specific daycare requirements all while pursuing the Federal Historic Tax Credits. After the completion of a building condition assessment and schematic design plans, the project was put on hold due to COVID-19 with the intent of revisiting the project in the Fall of 2020.
NEW ROOF MEMBRANE ON ADDITION
NEW SIDEWALK & SLOPED WALK
NEW ROOF
NEW EGRESS DOORS
NEW ELEVATOR
NEW CUPOLA
REPAIR ROOF
NEW SIDEWALK & SLOPED WALK
Responsibilities: - Documentation of existing conditions - Revit modeling and diagrams - Assist with Schematic Design layouts - Federal Historic Tax Credits Part 1 - Co-author Condition Assessment report - Historic Research and Analysis
BELL
0'
15'
30'
60'
120'
CONNECT EXISTING LANDING TO ACCESSIBLE ROUTE
GYMNASIUM 116
CENTER COURT
KITCHEN 114
WINDOW TO PROVIDE VISUAL ACCESS TO ENTRY
NEW DOOR ON ACCESSIBLE ROUTE
INFANT ROOM 105
DIRECTOR'S OFFICE ISOLATION 111 112 109 SF
180 SF
2-3 YEAR OLD ROOM 101 786 SF
8'
16'
DRINKING FOUNTAIN
1 YEAR OLD ROOM 106
345 SF
ELEV LOBBY 110
REWORK BOILER ROOM TO HOUSE MECHANICALS ABOVE BFE
MECHANICAL ROOM 120
HALL 115
LOBBY 113 NEW ELEVATOR
STORAGE TABLES/CHAIRS ATHLETIC EQUIP.
2802 SF
REF. REF.
0'
CONNECT EXISTING LANDING TO ACCESSIBLE ROUTE
FLEX ROOM 107
417 SF
JC 108
LAUNDRY/ STAFF 109
242 SF
W D DRINKING FOUNTAIN
CORRIDOR 100
3-4 YEAR OLD ROOM 102
DAYCARE ROOM 103
611 SF
32'
738 SF
64'
DAYCARE ROOM 104 644 SF
NEW DOOR ON ACCESSIBLE ROUTE
DEMOLITION KEYNOTE
PENDLETON TOWN HALL
1: 2:
3: 4: 5:
Pendleton, IN | Facade Rehabilitation | RATIO | 175 S.F. | Completed Fall 2019
6: 7: 8:
REMOVE EXISTING WINDOW. REMOVE EXISTING WOOD-FRAME INFILL FROM STOR OPENING, INCLUDING WINDOWS, DOORS, SIDING, TR BRICK VENEER KNEE WALL. PREPARE OPENING TO R NEW STOREFRONT. NOTIFY ARCHITECT OF AN DISCO DURING DEMOLITION. REMOVE EXISTING WOOD TRIM TO EXPOSE HISTORI COLUMN. REMOVE CMU AND BRICK VENEER INFILL FROM WIND OPENING; RETAIN LIMESTONE SILLS AND SEGMENTA BRICK LINTELS. PREP FOR NEW WINDOWS. DEMOLISH PORTION OF FLOOR. PREP FOR NEW CON RAMP. REMOVE EMBEDMENTS. DEMOLISH PORTION OF ACOUSTICAL TILE CEILING. EXISTING ACOUSTICAL DROP CEILING TO REMAIN IN
KEYNOTES
The Pendleton Town Hall consists of two buildings along Main Street in downtown Pendleton. The City of Pendleton received a grant to complete the eastern facade rehabilitation and will complete additional facade and interior work at a future time. Work completed includes masonry repointing, new historically compatible second floor windows, complete redesign of the DEMOLITION SECTION storefront based on historic photographs, and minor interior alterations to accommodate the new storefront. During demolition, a remnant of a decorative metal column cover was discovered and integrated into the design. Work was reviewed and approved by the Division of Historic Preservation and Archeology in compliance with the grant requirements.
Responsibilities: - Documentation of existing conditions - All Revit modeling - Design of storefront options based on historic photographs - Drawing and compilation of construction documents PROPOSED SECTION - Coordination between owner and contractor - Construction administration site visits, ASIs, punch lists 12
7'-0"
07
12: 13: 14: 15: 16: 17: 18:
2
A-102
1/4" = 1'-0"
NEW ALUM. STOREFRONT
18
1/4" = 1'-0"
NEW ALUM. STOREFRONT
2X4 CEILING FRAMING
FACTORY PAINTED ALUM. COVER AT MULLION
MINERAL WOOL INSULATION MIN. R-10.5
1-1/2" RIGID FOAM INSULATION MIN. R-7.5
PAINTED FIBER CEMENT SOFFIT (SMOOTH)
NEW DOWNLIGHT CENTERED ON CEILING ASSUME DELTALIGHT BOXY R 92733 DIM8
2 NEW 2X6 WOOD BLOCKING
3
A-102
SOFFIT DETAIL 1" = 1'-0"
EXISTING MASONRY WALL NEW METAL DRIP EXISTING STONE LINTEL 2"
NEW 1x 6 PTD. WOOD TRIM
SEALANT WITH BACKER ROD NEW CLAD WOOD WINDOW NEW ALUM. STOREFRONT SHEET METAL COVER ON MULLION TO MATCH STOREFRONT FINISH NEW TREATED WOOD BLOCKING AS REQ'D.
NEW ALUM. STOREFRONT NEW ALUM. STOREFRONT SEALANT AND BACKER ROD BOTH SIDES
NEW 1x PTD. WOOD SILL
TREATED WOOD TRIM WRAPPED IN SM FLASHING
1x4 PTD. WOOD TRIM 2x6 TREATED WOOD TOP PLATE BATT INSUL. MIN. R-16 1_ " 2
GYP. BD.
NEW 1x4 PTD. WOOD BASE 2x4 TREATED WOOD SILL AND STUDS
1_ " 2
3_ 3" " 4
3"
1 1_" 2
1_ " 2
DENSGLASS
NEW FIBER CEMENT PANEL AND TRIM VAPOR BARRIER BUILDING WRAP 2" RIGID FOAM INSULATION
NEW PTD. WOOD SILL 1x4 PTD. WOOD TRIM
1_ " 2
TREATED BLOCKING
NEW ALUM. STOREFRONT
NEW CLAD WOOD WINDOW SEALANT WITH BACKER ROD
3/5/2019 11:49:09 AM
4
STOREFRONT SECTION 1" = 1'-0"
NEW WOOD. SILL SEALANT WITH BACKER ROD BOTH SIDES EXISTING MASONRY WALL OR STEEL COLUMN
5
A-102
SECOND FLOOR WINDOW DETAIL 1" = 1'-0"
NEW TREATED WOOD BLOCKING AS REQ'D. SEALANT
MATCH EXIST.
FLASHING EXISTING STONE SILL
NEW CONCRETE BASE
A-102
NEW 3_4" PTD. PLYWOOD
NEW 1_2" PTD. GYP. BOARD
2 NEW 2X6 WOOD BLOCKING
FACTORY PAINTED ALUM. COVER AT MULLION
NEW 1X PTD. WOOD TRIM
11:
08
1
A-102
11
17
EXISTING STEEL LINTEL
FLASHING SEALANT AND BACKER ROD BOTH SIDES
2"
1: 2: 3: 4: 5: 6: 7: 8: 9: 10:
6
A-102
STOREFRONT PLAN DETAIL 1" = 1'-0"
SEALANT WITH BACKER ROD BOTH SIDES
NEW ALUM. STOREFRONT DOOR
NEW ALUM. STOREFRONT
NEW CONCRETE ENTRY RAMP NEW CONCRETE CURB TO MATCH HEIGHT OF INTER NEW ALUM. STOREFRONT GLAZING AND FRAME. NEW DOOR. NEW FIBER-CEMENT PANELS. CLEAN AND REPAINT EXISTING METAL STOREFRONT CLEAN AND REPAINT EXISTING STEEL BEAM. NEW WINDOWS. FIELD VERIFY DIMENSIONS. SELECTIVE REPOINTING AT MASONRY. SELECTIVE REPLACEMENT OF DAMAGED BRICK, ASS BRICKS. NEW BULKHEAD. PLACEMENT OF BULKHEAD AND AT TO CEILING SHOULD AVOID THE IN-PLACE METAL CE MOLDING. VERIFY LOCATION OF METAL CEILING AND MOLDING. CLEAN, PAINT, AND PATCH EXISTING METAL CEILING NEW FACTORY-PAINTED ALUMINUM COLUMN COVER NEW FACTORY-PAINTED ALUMINUM MULLION COVER CAP NEW EXPOSED END OF DECORATIVE TRIM WITH MATERIAL AND PAINT TO MATCH. NEW SOFFIT. SEE DETAIL 3/A-102. POTENTIAL EXISTING BEAM. CONTRACTOR TO VERIF LOCATION AND DIMENSIONS; COORDINATE WITH ARC
GENERAL PROJECT NOTES A B
1
2
1
A-102
2
A-102
A-102
C
A-102
9
PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR. THE CONSTRUCTION DOCUMENTS ESTABLISH DETAILED MINIMUM REQUIREMENTS FOR THE CONSTRUCTION OF THE PROJECT. THE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE ONLY TO EACH DISCIPLINE CAN BE FOUND AT THE FRONT OF EACH DISCIPLINES PORTION OF THE SET OF DRAWINGS AND IS LISTED AS PART OF THE OVERALL PROJECT INDEX OF DRAWINGS. THE ARCHITECTURAL DRAWINGS ESTABLISH, COORDINATE AS WELL AS TAKE PRECEDENCE FOR THE FINISH APPEARANCE OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.
D
9
E
F
5
G
5
A-102
06
04
04 01
06
04 06
8
8
04
I
EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND OR VISUAL FIELD SURVEYS. THE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE PROJECT. THE CONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO THE OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT OF SUCH ITEMS. IF PERMITS ARE ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF PERMITS ARE DELAYED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT.
06 4
9
A-102
J
K
3
16 15
E.Q.
E.Q.
14 14
7'-0"
4 5
5
14
6
1
A-101
0"
DEMOLITION SOUTH ELEVATION 1/4" = 1'-0"
2
A-101
THE FOLLOWING GENERAL NOTES APPLY TO THESE CONTRACT DOCUMENTS AND ARE NOT SPECIFIC TO ANY ONE DISCIPLINE. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.
B
102 W. State Street Pendleton, Indiana 46064 C
PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR. D THE CONSTRUCTION DOCUMENTS ESTABLISH DETAILED MINIMUM REQUIREMENTS FOR THE CONSTRUCTION OF THE PROJECT. E THE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE Owner ONLY TO EACH DISCIPLINE CAN BE FOUND AT THE FRONT OF EACH Town of Pendleton DISCIPLINES PORTION OF THE SET OF DRAWINGS AND IS LISTED AS 100 West State Street PART OF THE OVERALL PROJECT INDEX OF DRAWINGS. Pendleton, Indiana 46064 F THE ARCHITECTURAL DRAWINGS ESTABLISH, COORDINATE AS 765-778-2173 WELL AS TAKE PRECEDENCE FOR THE FINISH APPEARANCE OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES. THE DRAWINGS MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK OF THE CONTRACT. THESE "NOT IN CONTRACT" ITEMS ARE REFERENCED AND/OR ILLUSTRATED FOR THE CONTRACTORS REFERENCE, INFORMATION AND COORDINATION ONLY. RATIO Architects, Inc. H THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH APPLICABLE 101 South Pennsylvania LAWS,Street CODES, REGULATIONS AND ORDINANCES OF THE PLACE Indianapolis, Indiana 46204 (CITY, COUNTY, DISTRICT AND STATE) WHERE THE PROJECT IS LOCATED - ALTHOUGH SUCH REQUIREMENTS MAY NOT BE 317-633-4040 REFLECTED BY THESE CONTRACT DOCUMENTS.
5
5
PROPOSED SOUTH ELEVATION
2
A-101
1/4" = 1'-0"
I
4:
PROPOSED SOUTH ELEVATION
5:
1/4" = 1'-0"
1: 2: 3: 4: 5: 6: 7: 8: 9: 10:
6
6
A-102
A-102
E.Q.
1'-8" MIN.
3'-0"
E.Q.
E.Q.
1'-8" MIN.
3'-0"
E.Q.
1
8'-8"
MOLITION FIRST LEVEL FLOOR PLAN
1'-0"
3
A-101
DEMOLITION FIRST LEVEL FLOOR PLAN 1/4" = 1'-0"
2
2
6
J
K
2
2
NEW CONCRETE ENTRY RAMP NEW CONCRETE CURB TO MATCH HEIGHT OF INTERIOR FLOOR. NEW ALUM. STOREFRONT GLAZING AND FRAME. NEW DOOR. NEW FIBER-CEMENT PANELS. CLEAN AND REPAINT EXISTING METAL STOREFRONT COLUMNS. CLEAN AND REPAINT EXISTING STEEL BEAM. NEW WINDOWS. FIELD VERIFY DIMENSIONS. SELECTIVE REPOINTING AT MASONRY. SELECTIVE REPLACEMENT OF DAMAGED BRICK, ASSUME 20 BRICKS. NEW BULKHEAD. PLACEMENT OF BULKHEAD AND ATTACHMENT TO CEILING SHOULD AVOID THE IN-PLACE METAL CEILING AND MOLDING. VERIFY LOCATION OF METAL CEILING AND MOLDING. CLEAN, PAINT, AND PATCH EXISTING METAL CEILING NEW FACTORY-PAINTED ALUMINUM COLUMN COVER. NEW FACTORY-PAINTED ALUMINUM MULLION COVER. CAP NEW EXPOSED END OF DECORATIVE TRIM WITH LIKE MATERIAL AND PAINT TO MATCH. NEW SOFFIT. SEE DETAIL 3/A-102. POTENTIAL EXISTING BEAM. CONTRACTOR TO VERIFY LOCATION AND DIMENSIONS; COORDINATE WITH ARCHITECT.
4
A-101
PROPOSED SECOND LEVEL FLOOR PLAN 1/4" = 1'-0"
101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040
1: 2:
3: 4: 5: 6: 7: 8:
REMOVE EXISTING WINDOW. REMOVE EXISTING WOOD-FRAME INFILL FROM STOREFRONT OPENING, INCLUDING WINDOWS, DOORS, SIDING, TRIM, AND BRICK VENEER KNEE WALL. PREPARE OPENING TO RECEIVE NEW STOREFRONT. NOTIFY ARCHITECT OF AN DISCOVERIES DURING DEMOLITION. REMOVE EXISTING WOOD TRIM TO EXPOSE HISTORIC METAL COLUMN. REMOVE CMU AND BRICK VENEER INFILL FROM WINDOW OPENING; RETAIN LIMESTONE SILLS AND SEGMENTAL ARCH BRICK LINTELS. PREP FOR NEW WINDOWS. DEMOLISH PORTION OF FLOOR. PREP FOR NEW CONCRETE RAMP. REMOVE EMBEDMENTS. DEMOLISH PORTION OF ACOUSTICAL TILE CEILING. EXISTING ACOUSTICAL DROP CEILING TO REMAIN IN PLACE.
KEYNOTES 1: 2: 3: 4: 5: 6: 7: 8: 9: 10: 11: 12: 13: 14: 15: 16:
SEAL | DATE
17: 18:
NEW CONCRETE ENTRY RAMP NEW CONCRETE CURB TO MATCH HEIGHT OF INTERIOR FLOOR. NEW ALUM. STOREFRONT GLAZING AND FRAME. NEW DOOR. NEW FIBER-CEMENT PANELS. CLEAN AND REPAINT EXISTING METAL STOREFRONT COLUMNS. CLEAN AND REPAINT EXISTING STEEL BEAM. NEW WINDOWS. FIELD VERIFY DIMENSIONS. SELECTIVE REPOINTING AT MASONRY. SELECTIVE REPLACEMENT OF DAMAGED BRICK, ASSUME 20 BRICKS. NEW BULKHEAD. PLACEMENT OF BULKHEAD AND ATTACHMENT TO CEILING SHOULD AVOID THE IN-PLACE METAL CEILING AND MOLDING. VERIFY LOCATION OF METAL CEILING AND MOLDING. CLEAN, PAINT, AND PATCH EXISTING METAL CEILING NEW FACTORY-PAINTED ALUMINUM COLUMN COVER. NEW FACTORY-PAINTED ALUMINUM MULLION COVER. CAP NEW EXPOSED END OF DECORATIVE TRIM WITH LIKE MATERIAL AND PAINT TO MATCH. NEW 03/05/19 SOFFIT. SEE DETAIL 3/A-102. POTENTIAL EXISTING BEAM. CONTRACTOR TO VERIFY LOCATION AND DIMENSIONS; COORDINATE WITH ARCHITECT.
03/05/19
SEAL | DATE
50% REPOINTING
5
2
A-102
A-102
6
A-101
50% REPOINTING
PROPOSED FIRST LEVEL FLOOR PLAN
5
2
6
A-101
RATIO Architects, Inc.
1/4" = 1'-0"
A-102
A-102
1
1
DEMOLITION SECOND LEVEL FLOOR PLAN 1/4" = 1'-0"
Architect
2
PROPOSED FIRST LEVEL FLOOR PLAN 1/4" = 1'-0"
A-102
A-102
A-101
100 West State Street Pendleton, Indiana 46064 765-778-2173
THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS WHICH ARE TO REMAIN. ANY DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE MADE, THE CONTRACTOR SHALL REPLACE SYSTEMS AND ELEMENTS WITH "LIKE NEW" QUALITY ACCEPTABLE TO THE ARCHITECT. ALL REPAIRS AND REPLACEMENT COST SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.
6
75% REPOINTING
MOLITION SECOND LEVEL FLOOR PLAN5
Town of Pendleton
DEMOLITION KEYNOTES
REMOVE EXISTING WINDOW. REMOVE EXISTING WOOD-FRAME INFILL FROM STOREFRONT OPENING, INCLUDING WINDOWS, DOORS, SIDING, TRIM, AND BRICK VENEER KNEE WALL. PREPARE OPENING TO RECEIVE NEW STOREFRONT. NOTIFY ARCHITECT OF AN DISCOVERIES DURING DEMOLITION. REMOVE EXISTING WOOD TRIM TO EXPOSE HISTORIC METAL COLUMN. REMOVE CMU AND BRICK VENEER INFILL FROM WINDOW OPENING; RETAIN LIMESTONE SILLS AND SEGMENTAL ARCH BRICK LINTELS. PREP FOR NEW WINDOWS. DEMOLISH PORTION OF FLOOR. PREP FOR NEW CONCRETE RAMP. REMOVE EMBEDMENTS. DEMOLISH PORTION OF ACOUSTICAL TILE CEILING. EXISTING ACOUSTICAL DROP CEILING TO REMAIN IN PLACE.
A-102
2
4
A-101
17: 18:
8'-8"
6
A-102
1
1
A-102
A-102
6
4
7'-11"
A-102
7'-11"
1
4
02
12: 13: 14: 15: 16:
A-102
05
6'-2"
6'-2"
7'-0"
5'-3"
02
5'-3"
11:
05
Owner
EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND OR VISUAL FIELD SURVEYS. THE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE PROJECT. THE CONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO THE OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT OF SUCH ITEMS. IF PERMITS ARE ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF PERMITS ARE DELAYED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT.
KEYNOTES
5--6"
102 W. State Street Pendleton, Indiana 46064
G
Architect
DEMOLITION KEYNOTES 1: 2:
6: 7: 8:
5--6"
PENDLETON TOWN HALL: 102 W. STATE ST.
6
4
3:
MOLITION SOUTH ELEVATION
A
14
6 9'-0"
6
PENDLETON GENERAL PROJECT NOTES TOWN HALL: 102 W. STATE ST.
THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS WHICH ARE TO REMAIN. ANY DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE MADE, THE CONTRACTOR SHALL REPLACE SYSTEMS AND ELEMENTS WITH "LIKE NEW" QUALITY ACCEPTABLE TO THE ARCHITECT. ALL REPAIRS AND REPLACEMENT COST SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.
16
E.Q.
E.Q.
02 03
A-102
7 3 15
03
4
9
7
02
8
9'-0"
04
H
9
8
7'-0"
04
8
THE DRAWINGS MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK OF THE CONTRACT. THESE "NOT IN CONTRACT" ITEMS ARE REFERENCED AND/OR ILLUSTRATED FOR THE CONTRACTORS REFERENCE, INFORMATION AND COORDINATION ONLY. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES OF THE PLACE (CITY, COUNTY, DISTRICT AND STATE) WHERE THE PROJECT IS LOCATED - ALTHOUGH SUCH REQUIREMENTS MAY NOT BE REFLECTED BY THESE CONTRACT DOCUMENTS.
A-102
9 8
01
1'-0"
THE FOLLOWING GENERAL NOTES APPLY TO THESE CONTRACT DOCUMENTS AND ARE NOT SPECIFIC TO ANY ONE DISCIPLINE. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.
PROPOSED SECOND LEVEL FLOOR PLAN 1/4" = 1'-0"
SHEET ISSUE 1 100% Construction Documents
75% REPOINTING
03/05/19
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
PROJECT NO.
18122.000
SHEET TITLE
SHEET ISSUE 1 100% Construction Documents
03/05/19
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
PROJECT NO.
18122.000
SHEET TITLE
DEMOLITION AND PROPOSED - PLANS AND ELEVATIONS
DEMOLITION AND PROPOSED - PLANS AND ELEVATIONS
SHEET NUMBER
SHEET NUMBER
A-101
A-101
IMMIGRANT PARK AND WELCOME CENTER Centerville, IA | Infill | Main Street Iowa Summer 2017
Conceptual designs were created for the infill of a vacant lot adjacent to Centerville’s historic downtown square. Features that were requested include a Welcome Center, water feature, immigrant walk labyrinth, and activity space.
KERR FAMILY DENTAL
Osceola, IA | Facade Rehabilitation | Main Street Iowa Summer 2017
Renderings were completed to show the addition of awnings and new paint. Imagery was also created showing a full first floor restoration based on a historic photograph.
PRESERVING THE RURAL MIDWEST:
APPLYING HISTORIC PRESERVATION PRACTICES TO COMMUNITY DEVELOPMENT Indiana | MSHP Thesis | Ball State Spring 2018 2018 Outstanding Thesis Award - Historic Preservation
This thesis studied the impact of historic preservation as a community development tool in rural areas. With rural communities experiencing declining populations now more than ever, the research completed suggests that preservation can be a holistic solution to this as well as other challenges that come with population loss. Justification for such an approach can be found in studies completed for urban contexts and re-framed to fit the needs of rural areas. Through this mindset, three rural Indiana communities were selected for study and comparison. Their local historic preservation ordinances, funding sources, and quality of life were evaluated based on the ability to manage change and address specific rural challenges outlined in the paper. While further research needs to be completed on historic preservation in rural areas, the thesis is able to discern a few best practices to aid these communities. Full thesis can be provided upon request.
0
1970
1980
1990
2000
2010
2017
2022 *
0.0%
RUSHVILLE
Populations Populations 6800 15000
15.0% 12.0%
6600 14500
10.0% 10.0% 8.0%
6400 14000
5.0% 6.0%
6200 13500 6000 13000
4.0% 0.0% 2.0%
5800 12500
0.0% -5.0%
5600 12000
Rushville
-2.0% 1970 1970
1980 1980
1990 1990
2000 2000
2010 2010
2017 2017
2022 * 2022 *
-10.0% -4.0%
RICHMOND
Populations 50000
0.0%
45000
-1.0%
40000 35000
-2.0%
30000 1500 25000
20.0% -3.0% 15.0%
20000 1000 15000
-4.0% 10.0% 5.0% -5.0%
10000 500 5000 0 0
Richmond
1970 1970
1980 1980
1990 1990
2000 2000
2010 2010
2017 2017
2022 * 2022 *
HUNTINGBURG GREENSBURG
Populations Populations
7000 14000
14.0% 12.0% 12.0% 10.0% 10.0%
6000 12000 5000 10000
8.0%
4000 8000 3000 6000
6.0% 6.0% 4.0%
2000 4000
4.0% 2.0% 0.0% 2.0%
1000 2000 0 0
Greensburg
0.0% -6.0% -5.0% -7.0% -10.0%
1970
1980
1990
2000
2010
2017
2022 *
-2.0% 0.0%
RUSHVILLE
Populations 6800 6600
15.0%
PUBLIC SCHOOL NO. 1
Franklin County, IN | HABS Documentation | Ball State Spring 2018 2018 2nd Place Charles E. Peterson Prize Semester-long HABS class focused on the documentation of Public School No. 1, one of the few remaining one-room school houses in Indiana of masonry construction with this level of detail and craftsmanship. Two HABS drawings sheets, photographs, field measurements, and short-form were submitted to the Charles E. Peterson Prize.
COMMUNITY ATTACHMENT STRATEGIES FOR JACKSON STREET Muncie, IN | Preservation Plan | Ball State Fall 2017
The first half of the semester consisted of an extensive mapping exercise exploring historic and current conditions of a two mile stretch of Jackson Street. Strategies for preservation-minded development were then created and compiled into a book. Full document available at request.
PHOTOGRAMMETRY Muncie, IN | Research | Ball State 2017-2018 2018 APT Student Scholar Presentation
Research was completed on the uses of photogrammetry in preservation practices, specifically for documentation and the replication of architectural elements. Various software programs were used to convert photogrammetry meshes to Revit components as well as create digital models that can be used by 3D printers or milling equipment for the purposes of replication.
1 | ReMake
2 | Maya
Maring Library Entry
3 | Fusion 360
4 | Revit
SOHO ARTSCAPE
New York City, NY | Residential | Iowa State Spring 2014 Top 5 Finalist BWBR Competition Inspired by New York City’s artwork and parks, this mixed-use building was designed around the idea of merging dynamic art, public space, and private apartments. The inclusion of a pocket park gives a gathering space for both the residents and surrounding community. A louver system controlled by each apartment creates an animated facade, directly integrating art into the architecture.
Circulation
Micro Units
Medium Units
Lofts
NASHVILLE MUSEUM OF INDEPENDENT FILM Nashville, TN | Museum | Iowa State Fall 2014
Robert Altman’s film Nashville guided the concepts of this museum design. Situated in Centennial Park, the programming of the building focuses on three components: watching films, learning about independent movie history, and an interactive production space. The final project also included an app design and the compilation of our work into a film, which can be found by following the QR code.
WATCH
LEARN
PRODUCE
CONTACT
515.370.4412 | ashleydanielson93@gmail.com | Indianapolis, Indiana References supplied upon request