BFD_FS3_-_Drawings_2_of_3_Final.pdf

Gas

W/D

W/D

PATH OF EGRESS

DRAFT STOP

SMOKE PARTITION

SMOKE BARRIER

SHAFT WALL

FIRE PARTITION

FIRE WALL

FIRE BARRIER

LEGEND

OCCUPANT GROUP

OCCUPANT LOAD

OCCUPANT

LOAD FACTOR

AREA SQUARE FOOTAGE

CODE SUMMARY

Occupancy Classifications:

B: Fire Station [304.1] Unseparated occupancies [508.3] use most restrictive B

Construction Type:

Type VB Construction -

[602.5]

Building Areas:

Allowable Height & Area:

Building Elements:

Structural Frame - 0hr [T601] Bearing Walls - 0hr [T601] Nonbearing walls (Exterior) - 0hr [T705] Nonbearing walls (Interior) - 0hr [T601] Floor Construction (+ secondary members) - 0hr [T601] Roof Assembly - 0hr [T601]

Occupancy Separations:

Unseparated occupancies [508.3] use most restrictive B S-1 Occupancy - Accessory Use

Incidental Uses:

Laundry Room 118 less than 100SF no incidental use. [T509]

Egress:

Occupant Load: See Plan [T1004.1.2]

The maximum travel distance to an exterior exit is permitted to be a maximum of 300 feet (B w/sprinkler). [T1016.2]

Maximum Common Path of Egress Travel: 100'(Bw/sprinkler) [T1014.3] Corridor Fire Resistance: 0hr (sprinkler system B) [T1018.1] Corridor Minimum width: 36" (less than 50 occupants) [T1018.2]

44" (greater than 50 occupants)

Automatic Sprinklers:

NFPA 13 System Required for all areas in compliance with section [903.3.1.1].

Fire Alarm/Detection:

A manual fire alarm system Will be provided. However, no conditions of [907.2.2] met Refer to electrical for provided alarm.

PLUMBING

Ratings (Separation Distance):

Building is greater than 10' from Public way, Lot lines, and mid point between adjacent buildings

[T602]

INDIANA BUILDING CODE - 2014 EDITION

IBC 2012 WITH AMENDMENTS

INDIANA FIRE CODE - 2014 EDITION

INDIANA PLUMBING CODE - 2012 EDITION

INDIANA MECHANICAL CODE - 2012 EDITION

INDIANA ELECTRICAL CODE - 2009 EDITION

INDIANA ENERGY CODE - 2010 EDITION

ASHRAE 90.1-2007

CO

DE

S

TU

DY

F

IR

E

ST

AT

IO

N

Allowable area per floor: 36,000 square feet* [T503] *increase from base of 9,000 per [506.1/506.3] - 300% for sprinkler/one story. Increase for frontage not considered

Allowable height of 3 stories** / 60 feet** [T503/T504.2] **Increase 1 story and 20 feet per [504.2]

B - Fire Station Water Closets: 3 required (unisex) [T2902.1] (less than 15 per shift 2902.2e4)

Lavatory: 3 required (unisex) [T2902.1] (less than 15 per shift 2902.2e4)

Shower: not required [T2902.1] Drinking fountain: 0 required [T2902.1] (less than 15 per shift note f on table)

Service Sink: 1 required [T2902.1] (less than 15 per shift note g on table)

Addition (NEW):

First floor 2,362 SF

Existing:

First Floor 5,407 SF

Total Complete 7,769 SF

1:25 for 50 - 2 1:50 for+50 - 1 total occ: 97

PROVIDED:

Water Closets: 3 (unisex) (less than 15 per shift 2902.2e4)

Lavatory: 3 (unisex) (less than 15 per shift 2902.2e4)

Shower: 3 Drinking fountain: 1

Service Sink: 1

1:40 for 80 - 2 1:80 for+80 - 1

1:100 - 1

DORM

B 113 SF

120G

DORM

B 112 SF

120G

DORM

B 112 SF

120G

DORM

B 112 SF

120G

423 SF 9

READING ROOM

B 50N

EXERCISE

B 336 SF

50G

EXERCISE

B 783 SF

50G 1

STORAGE

S-1 48 SF

300G

LAUNDRY

B 95 SF

300G

JANITOR AREA

B 114 SF

300G

MECH

B 250 SF

300G

IT STOR.

B 56 SF

300G

APPARATUS BAY

B 1563 SF

300G

342 SF 23

LIVING

B 15N

KITCHEN

B 274 SF

100G

DORM

B 103 SF

120G

146 SF 2

OFFICE

B 100N

DORM

B 112 SF

120G

DORM

B 113 SF

120G

GEAR STORAGE

S-1 90 SF

50G

STORAGE

S-1 45 SF

300G

TOTAL OCCUPANT COUNT:

MAX EXIT TRAVEL DISTANCE:

66'-1"

OPENING WIDTH:

32" CLEAR

EXIT

EXIT

EXIT

MAX EXIT TRAVEL DISTANCE:

71'- 8"

OPENING WIDTH:

32" CLEAR

MAX EXIT TRAVEL

DISTANCE:

117'-6"

OPENING WIDTH:

32" CLEAR

MAX EXIT TRAVEL

DISTANCE:

107'-1"

OPENING WIDTH:

32" CLEAR

TYP

TYP

EXIT

TYP

TYP

TYP

218 SF 15

DINING

B 15N

33'-0"

8'- 4"

BUILDING TO RECIEVE WET TYPE FIRE

SPRINKLER SYSTEM COMPLIANT WITH

SYSTEM REFERENCED WITHIN CODE

STUDY

AP

PR

OX

'-3

LE

SS

T

HA

N 4'-

0"

PR

OJ

EC

TI

ON

Work Description Notes

General Notes

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

FEDERAL, STATE AND LOCAL OR OTHER GOVERNING BODIES'

CODES. ADDITIONALLY, WORK SHALL BE COMPLETED IN

ACCORDANCE WITH APPLICABLE INDUSTRY STANDARDS OR

GUIDELINES.

2. ALL DIMENSIONS ARE TO THE FACE OF MASONRY, FACE OF

EXISTING WALL AND/OR FACE OF NEW FRAMING UNLESS NOTED

OTHERWISE.

3. INDICATED DIMENSIONS ARE TAKEN FROM CASUAL FIELD

OBSERVATIONS AND EXISTING DRAWINGS. GENERAL

CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY

DISCREPANCIES. ALL CHANGES TO THE WORK SHALL BE

APPROVED BY THE ARCHITECT AND OWNER PRIOR TO

PROCEEDING.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING CONSTRUCTION EFFORTS OF ALL SUB-

CONTRACTORS. FAILURE TO ANTICIPATE CHANGES OR

MODIFICATIONS SHALL NOT BE THE BASIS FOR ADDITIONAL COST

REQUESTS.

5. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

6. CONTRACTOR TO PROVIDE EITHER 2x WOOD BLOCKING INFILL OR

METAL BACKING PLATES FOR THE SUPPORT OF ALL WALL

MOUNTED EQUIPMENT INCLUDING CABINETRY, TOILET

ACCESSORIES, ETC. AS REQUIRED TO ALLOW FOR PROPER

ATTACHMENT. CONTRACTOR TO FIELD VERIFY THE SCOPE OF

WORK.

7. NEW OPENINGS TO RECEIVE LINTELS. REFER TO SCHEDULE ON

S202. LARGER OPENINGS ON A101 INDICATE LINTEL TAG BELOW

OPENING SIZE.

8. REFER TO A600 SERIES DRAWINGS FOR ADDITIONAL INTERIOR

ELEVATIONS

9. ALL MATERIALS, PRODUCTS, EQUIPMENT, ETC... SHALL BE

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

10. AT ALL PENETRATIONS THROUGH THE WATER RESISTIVE

BARRIER USE SELF ADHERED FLASHING PER WATER RESISTIVE

BARRIER'S MANUFACTURER'S RECOMMENDATIONS.

11. BUILDING ENVELOPE SHALL BE SEALED WITH PROPER

MATERIALS INCLUDING BUT NOT LIMITED TO ALL JOINTS AND

PENTERATIONS, OPENINGS BETWEEN WINDOW AND DOOR

ASSEMBLIES AND JAMB FRAMING, UTILITY PENETRATIONS, DROP

CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE,

KNEE WALLS, WALLS, COMMON WALLS, BETWEEN DWELLING

UNITS, ATTIC ACCESS OPENINGS, RIM JOIST JUNCTIONS AND

OTHER SOURCES OF INFILTRATION.

5/8" FIRE RATED GYPSUM BOARD

(TYP. AT TOP, BOTTOM, BACK AND

BOTH SIDES)

PROVIDE ABC FIRE EXTINGUISHER AND

FULLY RECESSED CABINET OR SEMI

RECESSED CABINET MAX PROJECTION

4". FINISH TO BE CLEAR ANODIZED

ALUMINUM. COORDINATE EXACT

LOCATION AND QUANTITY WITH AHJ IN

COORDINATION WITH NFPA 10 AND

LOCAL ORDINANCES. INSTALL PER MFG'S

RECOMMENDATIONS.

PROJECTING FIRE EXTINGUISHER SIGN,

6" x 5". BASIS OF DESIGN:

SMARTSIGN.COM IN LIVING AREA: S-8784

IN APPARATUS BAY S2-4059

3'- 0"

A

FF

2'- 2 1

/4"

7'- 0"

A

FF

I/I

CA

BI

NE

T

DI

ME

NS

IO

N

2'- 0"

SEE PLANS FOR PARTITION TYPE

7'- 0"

A

FF

3'4 " A

FF

RO

UG

H

OP

EN

IN

G

2'- 0 3

/8"

WITHIN OFFICE

WITHIN

APPARATUS BAY

SEAL CMU PRIOR TO INSTALLATION

TO PROHIBIT MOVEMENT OF

SMOKE AND FUMES

PROVIDE ABC FIRE EXTINGUISHER AND

FULLY RECESSED CABINET OR SEMI

RECESSED CABINET MAX PROJECTION

4". FINISH TO BE CLEAR ANODIZED

ALUMINUM. COORDINATE EXACT

LOCATION AND QUANTITY WITH AHJ IN

COORDINATION WITH NFPA 10 AND

LOCAL ORDINANCES. INSTALL PER MFG'S

RECOMMENDATIONS.

PROJECTING FIRE EXTINGUISHER SIGN,

6" x 5". BASIS OF DESIGN:

SMARTSIGN.COM IN LIVING AREA: S-8784

IN APPARATUS BAY S2-4059

SEE PLANS FOR PARTITION TYPE

General Fire Protection Notes

1. DESIGNED SYSTEM: COMPLIANT WITH NFPA 13

A. COMPLIANT WITH SECTION [903.3.1.1]

B. COMPLIANT WITH ALL STATE AND LOCAL CODES

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH

[BUT NOT LIMITED TO] STRUCTURE, ARCHITECTURAL

FEATURES, MECHANICAL, ELECTRICAL, PLUMBING, ETC...

CONTRACTOR SHALL MAKE ALL MODIFICATIONS INCLUDING

MATERIAL/LABOR FOR THE COORDINATION WITH FINAL

CONSTRUCTION AT NO ADDITIONAL COST.

3. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT

DEPICT THE FULL SYSTEM, BUT SHOW DESIGN INTENT FOR

LOCATIONS OF COVERAGE COMPLIANT WITH NFPA

STANDARDS.

4. SPRINKLER CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING ALL PROJECT CONDITIONS INCLUDING THOSE

MADE DURING CONSTRUCTION.

5. CONTRACTOR SHALL OBTAIN APPROVAL OF SELECTED

SYSTEM WITH ARCHITECT OF RECORD, LOCAL FIRE

DEPARTMENT, AHJ, OWNER, AND OWNER'S INSURANCE

CARRIER.

6. CONTRACTOR SHALL PROVIDE AND COORDINATE THE

FOLLOWING:

A. TESTING AND INSPECTING

B. STAGING

C. FIRE DEPARTMENT CONNECTION THREAD TYPE AND

SIZE

D. TAMPER, PRESSURE, AND FLOW SWITCHES REQUIRED

FOR A COMPLETE AND FUNCTIONAL SYSTEM

E. CONNECTION AND INTEGRATION WITH BUILDING FIRE

ALARM

F. ANY SIGNAGE/LABELS REQUIRED BY CODE

G. FIRE STOPPING AND CONTINUITY OF FIRE RATED

ASSEMBLIES AT FIRE RATED PARTITIONS, BARRIERS,

AND WALLS, ETC...

7. SPRINKLER HEADS IN ACOUSTIC CEILINGS SHALL BE

LOCATED IN THE CENTER OF SQUARE GRID ELEMENTS AND

AT A THIRD OR HALF CENTER DIMENSION ON RECTANGULAR

ELEMENTS

8. PIPING SHALL BE CONCEALED IN FINISHED SPACES UNLESS

NOTED OTHERWISE

9. CONTRACTOR TO PROVIDE SPARE SPRINKLER HEADS AND

KEYS IN A CABINET NEAR RISER LOCATION

10. SHOP DRAWING SHALL BE SENT TO ARCHITECT FOR

COORDINATION OF DESIGN INTENT.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERMIT

THE WORK WITH THE STATE AND LOCAL AUTHORITIES

HAVING JURISDICTION

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

0:5 9:2

8 A M

C:

\U se rs\ nd on ica \D oc um en ts\

F2

- F ire S tat ion

- A

RC

H_ nd on ica ma rtin

-ril ey

.co m.

rvt

NPD, SAG, LM NPD

F23116 2024-09-16

A001

LIFE SAFETY PLAN

0 N

. W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

F2

B loo mi ng ton F

D St ati on

SD

/D

D/

CD

NO

RT

H

1/8" = 1'-0"1First Floor - Life Safety

1 PROVIDE ABC FIRE EXTINGUISHER AND CABINET.

REFER TO MFG'S RECOMENDED INSTALLATION

DETAILS. COORDINATE EXACT LOCATION AND

QUANTITY WITH AUTHORITIES HAVING JURISDICTION

IN COORDINATION WITH NFPA 10 AND LOCAL

ORDINANCES. SEE 2/A001 FOR ADDITIONAL DETAILS

2 DASHED LINE INDICATES OVERHEAD PROJECTION

OF CANOPY.

3 AREA UNDER CANOPY TO BE SERVED BY EXTENDED

COVERAGE DRY SIDE WALL SPRINKLER HEADS TO

MAINTAIN COMPLIANCE WITH SELECTED WET

SYSTEM AND MAINTAIN FREEZE PROTECTION

4 AREA RESERVED FOR SPRINKLER RISER AND

BACKFLOW PREVENTION. REFER TO PLUMBING

DRAWINGS.

3/4" = 1'-0"2 Fire Extinguisher Cabinet

Work Description Notes

A2011

A201

A201

A201

DORM

DORM

DORM

EXERCISE

STORAGE

READING ROOM

RESTROOM

RESTROOM

JANITOR AREA

MECH

LAUNDRY

STORAGE

EXERCISE

AIRLOCK

IT STOR.

VESTIBULE

APPARATUS

BAY

A610

A610

A611

05A

06A

04A

03A

02A

4A

123A

0A

1A

1C

112A

113A

111D

122A

116A

GEAR

STORAGE

DORM

DORM

± 14'-0 1/2" 7'-4 1/2" 18'-9" ± 34'-11 1/2"

± 75'-1 1/2"

9'- 3"

9'- 3"

9'- 3"

9'- 3"

5'- 0 3

/8"

S1 -A

S1 -A

S1 -A

S1 -A

S1 -A

S1 -A

P5 .3-

A

P5.3-A

P5.3-A

P5.3-A P5.3-AP1.1-A

P5.3-A

E

E

33'-6" 5'-0" 4'-8" 2'-4" ± 6'-6"

3'- 4"

4'- 0"

CORRIDOR

19'-0" 11'-8" 6'-9" 4'-11"

9'- 3"

9'- 3"

4'- 4"

'-6

3/ 8"

3'- 4" 1'- 4"

P5 .3-

A

12'-10"

1'-3" 13'-4" 9'-2 3/4" 12'-10"

6'- 5 1

/4"

± 37'-8 1/8" 36'-8"

6'- 5 1

/4"

'-9 1/

4"

'-8

A401

A401

A A A AA

C

BB

D

1'- 4"

3'- 4"

5'- 4"

3'- 4"

3'- 4"

3'- 4"

8'- 8"

3'- 4"

3'- 4"

3'- 4"

4'- 0"

E

E

E

A401

16'-8" 3'-4" 16'-8"

E

E

H

± 74'-4 1/8"

110C

8A

115A

119A

A110

A110

A110

A110

D D

P1.1

68x96 L4

4A

111B

0A

1'-0"

40x84 L2

48x88 L3

DORM

140x96 L1

8'-

2 1 /2"

P5.3-B

AL

IG

N

110B

BAY STORAGE

110.1

BAY STORAGE

110.2

P5 -B

P1 .1-

A

3'-0"

10'-0"

9'-

0 1 /2"

I

'-1

1 1 /4"

'-0

3/ 8"

'-9

5/ 8"

'-8

17'-2" 25'-11 3/8" 9'-0 5/8" ± 8'-0 1/4" 13'-0"

'-4

8'-

8"

9A

106A

108A

105A

105B

105C

CORRIDOR

OFFICE

DORM

ADA

RESTROOM

PANTRY

LIVING

KITCHEN

DINING

'-0

P5.3-B

P5 .4-

B

P5 .3-

AP5.3-A

1A

1B

1A

A

'-0

'-8 1/

2"

01A

A6024

A512

122B

'-0

'-4

'-4

19'-4"

2'-0" 12'-0" 5'-4"

8'- 8"

3'- 4"

3'- 4"

3'- 4"

4'- 8"

F

8'-6" 8'-0"± 4'-4"

3'- 4"

6'-

1/

2"

P1.1-A P1.1-A

P1.1-A

2'- 0"

'-4

2'-

0"

P5 -B

2'-3" TYP

P5 -B

P5.3-A

P5 .4-

C

P5 .3-

A

A602

A411

111E

4'- 6"

4'- 6"

A613 1

J

J

P5.3-A

'-4

1'-3"

1'- 3"

A402

1'-6"

'-0

2'-

8"

P5-B

PAVERS REFER TO CIVIL

STONE BED REFER

TO CIVIL

TYP

TYP

A612

CORRIDOR

A612

A110

AL

IG

N

SIM

OUTSIDE CMU

OUTSIDE CMU

OU

TS

ID

E

CM

U

OU

TS

ID

E

CM

U

OU

TS

ID

E

CM

U

OUTSIDE CMU

A110

F1-B

ALIGN

LIVING

KITCHEN

PANTRY

ADA

RESTROOM

DORM

OFFICE

APPARATUS

BAY

GEAR

STORAGE

112 MECH

IT STOR.

AIRLOCK

EXERCISE

CORRIDOR

LAUNDRY

STORAGE

RESTROOM

RESTROOM

JANITOR AREA

EXERCISE

READING ROOM

STORAGE

DORM

DORM

DORM

DORM

DORM

DORM

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

[OPEN TO STRUCTURE ABOVE]

REFER TO FINISH SCHEDULE FOR

ADDITIONAL INFORMATION

[OPEN TO STRUCTURE ABOVE]

REFER TO FINISH SCHEDULE FOR

ADDITIONAL INFORMATION

[OPEN TO STRUCTURE ABOVE]

REFER TO FINISH SCHEDULE FOR

ADDITIONAL INFORMATION

[ENTRY CANOPY]

REFER TO R-SERIES

[PATIO CANOPY]

REFER TO R-SERIES

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

DINING

104BULKHEAD HEIGHT

EL= 7' - 6" A.F.F.

VESTIBULE

CEILING HEIGHT

EL= 8' - 0" A.F.F.

1'- 6"

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 9' - 0" A.F.F.

CEILING HEIGHT

EL= 9' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

TYP

TYP

TYP

TYP

TYP

BAY STORAGE

110.1

BAY STORAGE

110.2

TYP

TYP

TYP

[O

PE

N

TO

S

TR

UC

TU

RE

A

BO

VE

RE

FE

R

TO

FI

NI

SH

S

CH

ED

UL

E

FO

R

AD

DI

TIO

NA

L I

NF

OR

MA

TIO

N

BULKHEAD HEIGHT

EL= 6' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

CEILING HEIGHT

EL= 8' - 0" A.F.F.

BULKHEAD HEIGHT

EL= 7' - 6" A.F.F.

BULKHEAD HEIGHT

EL= 8' - 0" A.F.F.

TYP

BULKHEAD HEIGHT

EL= 8' - 0" A.F.F.

AP

AP

AP

AP

AP

AP

25 26

A.F.F.

DECORATIVE CEILING

EL= 8' - 0"

A601

EQ EQ

4'- 0"

[O

PE

N

TO

S

TR

UC

TU

RE

A

BO

VE

RE

FE

R

TO

FI

NI

SH

S

CH

ED

UL

E

FO

R

AD

DI

TIO

NA

L I

NF

OR

MA

TIO

N

AP

Reflected Ceiling Plan Legend

GYPSUM CEILING

BOARD

CEILING FAN

EXHAUST FAN

LIGHT FIXTURE

LIGHT FIXTURE

SUSPENDED

CEILING SYSTEM

SUPPLY AIR

RETURN AIR

ACCESS PANEL

[SEE SPEC SECTION 08 3100]

AP

General Notes

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

FEDERAL, STATE AND LOCAL OR OTHER GOVERNING BODIES'

CODES. ADDITIONALLY, WORK SHALL BE COMPLETED IN

ACCORDANCE WITH APPLICABLE INDUSTRY STANDARDS OR

GUIDELINES.

2. ALL DIMENSIONS ARE TO THE FACE OF MASONRY, FACE OF

EXISTING WALL AND/OR FACE OF NEW FRAMING UNLESS NOTED

OTHERWISE.

3. INDICATED DIMENSIONS ARE TAKEN FROM CASUAL FIELD

OBSERVATIONS AND EXISTING DRAWINGS. GENERAL

CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY

DISCREPANCIES. ALL CHANGES TO THE WORK SHALL BE

APPROVED BY THE ARCHITECT AND OWNER PRIOR TO

PROCEEDING.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING CONSTRUCTION EFFORTS OF ALL SUB-

CONTRACTORS. FAILURE TO ANTICIPATE CHANGES OR

MODIFICATIONS SHALL NOT BE THE BASIS FOR ADDITIONAL COST

REQUESTS.

5. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

6. CONTRACTOR TO PROVIDE EITHER 2x WOOD BLOCKING INFILL OR

METAL BACKING PLATES FOR THE SUPPORT OF ALL WALL

MOUNTED EQUIPMENT INCLUDING CABINETRY, TOILET

ACCESSORIES, ETC. AS REQUIRED TO ALLOW FOR PROPER

ATTACHMENT. CONTRACTOR TO FIELD VERIFY THE SCOPE OF

WORK.

7. NEW OPENINGS TO RECEIVE LINTELS. REFER TO SCHEDULE ON

S202. LARGER OPENINGS ON A101 INDICATE LINTEL TAG BELOW

OPENING SIZE.

8. REFER TO A600 SERIES DRAWINGS FOR ADDITIONAL INTERIOR

ELEVATIONS

9. ALL MATERIALS, PRODUCTS, EQUIPMENT, ETC... SHALL BE

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

10. AT ALL PENETRATIONS THROUGH THE WATER RESISTIVE

BARRIER USE SELF ADHERED FLASHING PER WATER RESISTIVE

BARRIER'S MANUFACTURER'S RECOMMENDATIONS.

11. BUILDING ENVELOPE SHALL BE SEALED WITH PROPER

MATERIALS INCLUDING BUT NOT LIMITED TO ALL JOINTS AND

PENTERATIONS, OPENINGS BETWEEN WINDOW AND DOOR

ASSEMBLIES AND JAMB FRAMING, UTILITY PENETRATIONS, DROP

CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE,

KNEE WALLS, WALLS, COMMON WALLS, BETWEEN DWELLING

UNITS, ATTIC ACCESS OPENINGS, RIM JOIST JUNCTIONS AND

OTHER SOURCES OF INFILTRATION.

1 ALIGN FINISH FACE OF NEW EXTERIOR WALL WITH FINISH FACE

OF EXISTING WALL

2 INFILL EXISTING WALL WITH NEW MATERIAL TO MATCH

3 ALIGN NEW WALL WITH EXISTING

4 SEE A611 FOR LOCKER SPACING, LAYOUT, AND DETAILS

5 APPROXIMATE LOCATION OF ADA OPERATOR. PAINT EXPOSED

CONDUIT TO MATCH ADJACENT SURFACES. SEE G101 FOR

MOUNTING HEIGHTS

6 NEW CONCRETE PATIO SLAB AND LANDSCAPE STONE GRILLING

AREA, REFER TO CIVIL/STRUCTURAL

7 NEW CONCRETE AT ENTRY VESTIBULE, REFER TO STRUCTURAL

8 AIR FILTRATION DEVICES TO BE REINSTALLED BY MECHANICAL

CONTRACTOR IN COORDINATION WITH ELECTRICAL

CONTRACTOR FOR POWER REQUIREMENTS REFER TO

MECHANICAL/ELECTRICAL FOR ADDITIONAL REQUIREMENTS.

INSTALL IN CEILING CORRIDOR 107/ EXERCISE 115. IN

APPARATUS BAY 110 REINSTALL WITH SALVAGED BRACKET

SYSTEM

9 VENTED METAL SOFFIT. FOR MORE DETAIL REFER TO R-SERIES

AND SPEC SECTIONS 07 7100

10 GENERAL TRADES CONTRACTOR TO PROVIDE STACKED

WASHER DRYER UNIT BASIS OF DESIGN SPEED QUEEN

LTEE5ASP175TW01. REFER TO MECHANICAL/ PLUMBING/

ELECTRICAL FOR CONNECTION DETAILS

11 RELOCATED EXISTING EYE WASH STATION, INSTALL PER

MANUFACTURER'S RECOMMENDATIONS. PROTECT DURING

CONSTRUCTION

12 MECHANICAL/PLUMBING EQUIPMENT, REFER TO

MECHANICAL/PLUMBING SHEETS

13 ELECTRICAL FIXTURE/EQUIPMENT, REFER TO ELECTRICAL

SHEETS

14 5/8" TYPE 'X' GYSPUM BOARD ATTACHED TO 3 5/8" STUDS

ANCHORED TO NEW PARTITIONS.

15 EXISTING DEDICATION PLAQUE TO REMAIN, PROTECT DURING

CONSTRUCTION

16 SEE DETAILS ON A602 FOR GEAR LOCKERS IN GEAR STORAGE

17 STRUCTURAL SHORING FOR EXISTING DOX PLANK ROOF

STRUCTURE. REFER TO STRUCTURAL FOR FULL SCOPE OF

WORK.

18 "Lx" NOTE BELOW OPENING DIMENSIONS IS REFERENCE TO

LINTEL NUMBER ON S202 FOR FULL SCOPE OF NEW LINTELS ON

PROJECT, REFER TO SCHEDULE S202

19 OWNER PROVIDED CONTRACTOR INSTALLED GAS GRILL. REFER

TO PLUMBING FOR GAS LINE INFORMATION

20 SEE ENLARGED PLAN ON A611 FOR DIMENSIONS OF KITCHEN

LAYOUT

21 NEW WATER COOLER. REFER TO MEP SHEETS. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

22 APPROXIMATE LOCATION OF CARD READER/ADA OPERATOR.

REFER TO G101 FOR MOUNTING HEIGHTS COORDINATE EXACT

LOCATION IN FIELD

23 APPROXIMATE LOCATION OF BUILDING ACCESS BOX. BASIS OF

DESIGN: KNOXBOX 3200. FINISH BLACK SURFACE MOUNT.

COORDINATE EXACT LOCATION WITH AHJ

24 5/8” TYPE ‘X’ GYPSUSM BOARD OVER 7/8” HAT CHANNEL

ATTACHED TO UNDERSIDE OF STRUCTURE.

25 CLEAN, PRIME, AND PAINT DUCT (PT-9)

26 DRYWALL CEILING TO HAVE A PAINTED SEMI-GLOSS FINISH (PT-5)

27 (MISC-12) TURF CEILING CLOUD. SEE FINISH LEGEND

28 BULKHEAD OVER KITCHEN CABINETS AND ALONG ENTIRE

LENGTH OF SOUTH WALL. REFER TO ELEVATIONS

29 BULKHEAD AT TRANSITION IN CEILING HEIGHT (TYPICAL)

1/8" = 1'-0"1 First Floor

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

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F23116 2024-09-16

A101

FLOOR PLAN

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1/8" = 1'-0"2 First Floor - RCP

4 1/2" 3"

BACKER ROD AND SEALANT

BOTH SIDES OF FRAME

EXISTING LIMESTONE

MASONRY

NEW STOREFRONT

ENTRANCE SYSTEM.

REFER TO A511

SHIM AS REQUIRED

BACKER ROD AND SEALANT,

BOTH SIDES

FLUID APPLIED AIR AND WATER BARRIER

8" CONCRETE MASONRY,

BULLNOSE AT JAMB

FRAME ANCHORS, (3) PER

JAMB MIN

SEALANT EACH SIDE

HOLLOW METAL FRAME,

PAINTED. GROUT FRAME

SOLID

DEMOLISH PORTION OF

WALL, REPLACE EXG CMU

AT LOCATION OF NEW JAMB

WITH BULLNOSE CMU

GROUTED SOLID

EXISTING CONCRETE MASONRY

UNITS

PT WOOD BLOCKING AS REQUIRED.

LAP FLUID APPLIED AIR AND WATER

BARRIER INTO JAMB

HOLLOW METAL FRAME GROUT

SOLID. PAINTED. REFER TO

SCHEDULE AND SPECS.

ANCHOR (3) MIN PER JAMB.

SEALANT EACH SIDE

PANELIZED LIMESTONE VENEER. SEE STRUCTURAL AND

SPECS FOR SPPACING AND ATTACHMENTTO CONCRETE

MASONRY. REFER TO A202 FOR LIMESTONE PATTERN.

BACKER ROD AND SEALANT AT

TRANSITION TO EXISTING BUILDING

EXISTING ASHLAR

LIMESTONE FACADE

LAP FLUID APPLIED AIR AND WATER

BARRIER ONTO EXISTING WALL

STAINLESS STEEL ANCHOR.

REFER TO STRUCTURAL

ALIGN FINISH FACE OF EXISTING

LIMESTONE WITH NEW FINISH

FACE OF EXTERIOR VENEER

1 1/2" RIGID INSULATION

6" 5 3/4"

4 1/2" 5 1/2"

8" CONCRETE MASONRY, REFER

TO STRUCTURAL

1 1/2" RIGID INSULATION, MIN R-7.5

BACKER ROD AND SEALANT,

BOTH SIDES, SHIM AS REQUIRED

THERMALLY BROKEN STOREFRONT

ANCHORED TO CONCRETE

MASONRY, REFER TO ELEVATIONS

AND SPECS

PRESSURE TREATED BLOCKING

AS REQUIRED

FIBER CEMENT PANEL, REFER TO

ELEVATIONS

MANUFACTURER'S HORIZONTAL

ATTACHMENT CLIPS SECURED TO

1 1/2" VERTICAL FURRING CHANNELS

FLUID APPLIED AIR AND WATER

BARRIER

BULLNOSE AT JAMB, TYPICAL

MANUFACTURER'S PREFORMED

FIBER CEMENT OUTSIDE CORNER

AND ATTACHEMENT CLIPS

SEALANT OVER MANUFACTURER'S

FIBER CEMENT PANEL BACKER BOTH

SIDES OF PREFORMED CORNER

J-MOLD

5 1 /2"

4 1 /2"

J-MOLD

BACKER ROD AND SEALANT,

BOTH SIDES

FLUID APPLIED AIR AND

WATER BARRIER

J-MOLD

BACKER ROD AND

SEALANT BOTH SIDES.

SHIM AS REQUIRED

STOREFRONT ENTRANCE SYSTEM

WIDE STILE ENTRANCE

DOOR, SEE SCHEDULE

PRESSURE TREATED

BLOCKING AS REQUIRED.

WRAP FLUID APPLIED AIR AND

WATER BARRIER INTO JAMB

FIBER CEMENT PANEL

SECURE PANEL TRACK TO 1 1/2"

VERTICAL METAL FURRING

EXISTING ASHLAR

LIMESTONE FACADE

EXISTING CMU WALLBACKER ROD AND

SEALANT

FILL VOID WITH RIGID

INSULATION

LAP FLUID APPLIED AIR

AND WATER BARRIER

ONTO EXISTING WALL

DEMOLISH PORTION OF

WALL, REPLACE EXG CMU

AT LOCATION OF NEW JAMB

WITH BULLNOSE CMU

GROUTED SOLID

8" CONCRETE MASONRY,

BULLNOSE

4 1/2" 5 1/2"

EXISTING CMU WALL

DEMOLISH PORTION OF

WALL, REPLACE EXG CMU

AT LOCATION OF NEW JAMB

WITH BULLNOSE CMU

GROUTED SOLID

DEMOLISHED ASHLAR

LIMESTONE BLOCKS

"A

"A

SECTION 'A-A'

WALL BASE REFER TO

SCHEDULE

ISOLATION JOINT

NEW CONCRETE SLAB

NEW RUBBER ATHLETIC

FLOORING TO PASS

THROUGH OPENING.

REFER TO SCHEDULE

EXISTING SLAB

DEMOLISHED ASHLAR

LIMESTONE BLOCKS

EXISTING FOUNDATION

CLEAN/GRIND SURFACE OF

EXISTING CMU SMOOTH AND

CLEAR OF COLLAR JOINT

GROUT/DEBRIS. FILL ANY

ANCHOR HOLES WITH

GROUT PRIOR TO FINISHING

WITH PAINT PER SCHEDULE

8" CONCRETE MASONRY

1 1/2" RIGID INSULATION BETWEEN VERTICALLY

ALIGNED 1 1/2" METAL FURRING CHANNELS

PANELIZED LIMESTONE VENEER ,

SEE STRUCTURAL AND SPECS FOR SPACING

AND ATTACHMENT TO CONCRETE MASONRY.

REFER TO A202 FOR LIMESTONE PATTERN

FLUID APPLIED AIR AND WATER BARRIER

BACKER ROD AND SEALANT

FILL VOID WITH INSULATION

J MOLD

FIBER CEMENT PANEL SYSTEM

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

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F23116 2024-09-16

A110

ENLARGED PLAN DETAILS

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1 1/2" = 1'-0"1 VEST 101 - EXG to New Transition Jamb

1 1/2" = 1'-0"2 Exterior EXG to New Transition 1 1/2" = 1'-0"5 Enlarged Plan Detail

1 1/2" = 1'-0"3 Exterior Transition Plan Detail

1 1/2" = 1'-0"4 Opening Transition Plan Detail

1 1/2" = 1'-0"6 Fiber Cement to New Limstone

First Floor 100' - 0"

T/ Masonry 112' - 8"

Low Joist Bearing 116' - 0"

A401

123A

EE E E

D

B

111B

T/ Masonry 118' - 0"

Hight Joist Bearing 111' - 4"

High Joist Bearing 116' - 8"

TYP

TYP

C2

LS1

C1

FC1

Low Joist Bearing 110' - 8"

TYP

HB-1

DSDSDSDSDS

TYP

TYP

A202

11 11

TYP

12 TYP

1 1

C-1

First Floor 100' - 0"

T/ Masonry 112' - 8"

Low Joist Bearing 116' - 0"

A401

H E E

122A

A202

110A

T/ Masonry 118' - 0"

Hight Joist Bearing 111' - 4"

High Joist Bearing 116' - 8"

A411

B

TYP

1TYP

Low Joist Bearing 110' - 8"

LS1

A202

HB-1

DS DS

8 8 8 8

C2

C1

G

A202

C-1

FC-1

C-1

FC-1

A401

A401

A A A A

101A

C AA

TYP

TYP

C1

7 7

TYP

8 1

10 10

A401

A401

E

D D

TYP

FC1

FC1

LS1DSDS

C2

C1

F

G

TYP

8 5 A202

C-1

Work Description Notes Materials & Finishes Schedule (Exterior) CODE SPEC. SECTION DESCRIPTION TYPE/FINISH & COLOR MANUFACTURER BOD MODEL/BOD REMARKS

FC1

LS1 04 4200

FIBER CEMENT SIDING 18"H x 72"L

LIMESTONE PANEL, MAXIMUM SIZE 48"x96"

STOCK COLOR: NICKEL

TO MATCH EXISTING (VARIEGATED)

XX-

NICHIHA

C1 PREFINISHED METAL FLASHING AND COPING

C2 LIMESTONE CAP

STOCK ILLUMINATION DESIGNER SERIES

2, 4

GENERAL NOTES:

1. REFER TO SPEC SECTIONS LISTED FOR MORE INFORMATION ON INSTALLATION AND ADDITIONAL NOTES AND ACCESSORIES

2. MANUFACTURER'S LISTED ABOVE ARE BASIS OF DESIGN (BOD)

REMARKS:

1. SEE DETAILS ON R-SERIES SHEETS

2. COLOR TO MATCH EXISTING FIELD LIMESTONE

3. INSTALL AS DEPICTED ON ELEVATIONS BELOW/ON A202. REFER TO PLANS AND SECTIONS FOR DETAILS. REFER TO SPEC SECTION 07 9005 IN ADDITION TO 04 4200. REFER TO 5/A201 FOR SEALANT BETWEEN PANELS

4. REFER TO DETAIL 3/R105. PROVIDE SAW-CUT OR INTEGRAL DRIP

2, 3

07 4243

VARIEGATED INDIANA LIMESTONE04 4316

RED SELECTED FROM MFG STANDARD COLORS07 6200 / 07 7100

INDIANA LIMESTONE

General Notes

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES, DETAILS,

DIMENSIONS AND EXTENT OF ALL MASONRY WORK.

2. CONTRACTOR IS RESPONSIBLE FOR ALL MORTAR RESTING TO ENSURE

NEW MORTAR MIX MATCHES EXISTING MORTAR PRIOR TO ANY

MASONRY.

3. ALL MASONRY WORK IDENTIFIED IN THESE DRAWINGS/SPECIFICATIONS

ARE INTENDED TO ALLOW OWNER AND CONTRACTOR TO COORDINATE

ON THE FINAL SCOPE OF MASONRY WORK BASED ON

PRIORITY/SEVERITY OF ITEMS NOTED AND OWNERS BUDGET. THESE

DRAWINGS/SPECIFICATIONS DO NOT NECESSARILY DEFINE THE EXACT

PROJECT SCOPE FOR MASONRY RESTORATION WORK.

4. THE BUILDING THERMAL ENEVELOPE EXPOSED OR CREATED DURING

THE REMODEL MUST BE DURABLY SEALED TO LIMIT INFILTRATION. THE

SEALING METHODS BETWEEN DISSIMILAR MATERIALS ALLOW FOR

DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING ARE

CAULKED, GASKETED, MATERIAL, SUITABLE FILM, OR SOLID MATERIAL:

A. ALL JOINTS, SEAMS AND PENETRATIONS

B. SITE-BUILT WINDOWS AND DOORS

C. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND

THEIR RESPECTIVE JAMBS/FRAMING

D. UTILITY PENETRATIONS

E. CHASES ADJACENT TO THE THERMAL ENEVELOPE

F. KNEE WALLS

G. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS

H. ATTIC ACCESS OPENINGS

I. OTHER SOURCES OF INFILTRATION.

W

CLOSED-CELL

BACKER ROD

MASONRY

3/8" MIN. CAULK JOINT

JOINTS UP TO 1/2" WIDE: 1:1 WIDTH TO DEPTH

JOINTS UP TO 1.0" WIDE: 2:1 WIDTH TO DEPTH

JOINTS > 1.0" : MAX. 1/2" DEPTH

SEALANT WIDTH TO DEPTH RATIO GUIDELINES

SEALANT JOINT

BACKER ROD

W

W / 2

W

/2 MASONRY

REFER TO SPEC SECTION 07 9005

ADDITIONAL SEALANT INFORMATION

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

0:5 9:5

2 A M

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F23116 2024-09-16

A201

BUILDING ELEVATIONS

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1/8" = 1'-0"1 East Elevation

1/8" = 1'-0"2 West Elevation 1/8" = 1'-0"4 North Elevation

1/8" = 1'-0"3 South Elevation

1 EXISTING FACADE TO REMAIN. CLEAN ALL AREAS FREE

OF DIRT AND OTHER CONTAMINANTS WITH PRESSURE

WASHER AND CHEMICAL CLEANER. REFER TO

SPECIFICATION SECTION 04 0100

2 INFILL WITH SALVAGED LIMESTONE TO MATCH

EXISTING PATTERN AND TEXTURE

3 APPROXIMATE LOCATION OF CARD READER. SEE

TYPICAL MOUNTING HEIGHTS ON G101. REFER TO

ELECTRICAL SPECS.

4 BACKLIT ALUMINUM EXTERIOR SIGNAGE. REFER TO

SPECS AND ELECTRICAL

5 MECHANICAL ROOF TOP EQUIPMENT, REFER TO MEP

6 APPROXIMATE LOCATION OF BUILDING ACCESS BOX.

BASIS OF DESIGN: KNOXBOX 3200. FINISH BLACK

SURFACE MOUNT. COORDINATE EXACT LOCATION

WITH AHJ

7 PREFINISHED CONTINUOUS GUTTER AND DOWNSPOUT

(DS) WITH CONCRETE SPLASH BLOCK TERMINATION.

REFER TO R-SERIES AND CIVIL DRAWINGS FOR

ADDITIONAL DETAILS. AT NEW CONSTRUCTION ALIGN

DOWNSPOUT WITH EDGE OF PANELIZED MASONRY

JOINT OR IN CORNERS AS DEPICTED. AT EXISTING

BUILDING PLACE PER R101. REFER TO SPEC SECTION

07 6200. AT EXISTING BUILDING AND ON ADDITION’S

EAST FAÇADE COLOR TO BE SELECTED BY ARCHITECT

FROM STANDARD MANUFACTURER’S COLORS TO

MATCH EXISTING GRAY/SILVER COLORATION. AT BOTH

ADDITION CANOPIES, COLOR TO MATCH C1.

8 TYPICAL ALL EXISTING SEALANT JOINTS: CUT, SCRAPE,

CLEAN AND/OR GRIND ALL EXISTING SEALANTS,

BACKER ROD, DEBRIS AND OTHER DELETERIOUS

MATERIAL FROM EXISTING SEALANT JOINTS OF

FACADE. PROVIDE NEW BACKER ROD AND NEW

CONTINUOUS TOOLED URETHANE SEALANT. SEE

5/A201. REFER TO SPEC SECTIONS 07 9005 AND 04 4200

9 AT NEW PANELIZED LIMESTONE VENEER, PROVIDE

NEW BACKER ROD AND NEW CONTINUOUS TOOLED

URETHANE SEALANT. SEE 5/A201. REFER TO SPEC

SECTIONS 07 9005 AND 04 4200

10 PAINT NEW COLUMNS TO MATCH C1 FASCIA AND

GUTTER/DOWNSPOUT.

11 MECHANICAL SCREENING WALL. REFER TO

STRUCTURAL FOR STEEL FRAMING. SEE R-SERIES

DRAWINGS FOR FOOTPRINT AND FLASHING DETAILS.

REFER TO SPEC SECTION 10 2400

12 ELECTRICAL DEVICE PLACE CENTERED BETWEEN

PANELS OR PER ELEVATION AS DEPICTED. REFER TO

E-SERIES DRAWINGS

13 GAS METER AND PIPING. REFER TO P-SERIES

DRAWINGS AND CIVIL

3" = 1'-0"5 Masonry Expansion Joint

BACKLIT ALUMINUM

LETTERS. REFER TO

ELEVATION AND

SPECS

FIBER CEMENT

PANEL. REFER TO

ELEVATIONS

EXTERIOR WALL

REFER TO

PLAN/DETAILS

POLYCARBONATE

SHEETING ON

BACK SIDE OF

LETTER/SYMBOL

REFER TO ELECTRICAL

DRAWINGS.

LOW VOLTAGE

CABLE TO LED

1/4" DRAIN HOLES

CONDUIT WITH

SEALANT AT

PENETRATIONS

PROVIDE SPACERS

BETWEEN FASTENING

POINTS AS REQUIRED

FASTENERS

APPROPRIATE FOR

BUILDING SUBSTRATE

LED LIGHTING

LEXAN BACK

LED LIGHTING

SEALTITE

CONNECTOR

3" ALUMINUM

RETURN

HALO-LIT

REVERSE

CHANNEL

SYMBOL

3" 1 1/2"

STAND OFF

First Floor 100' - 0"

MALTESE CROSS EXTERIOR

OUTLINE ALUMINUM COLOR:

DARK BRONZE

"3" DARK BRONZE

MALTESE CROSS INTERIOR

POLYCARBONATE TRANSLUCENT

SHEETING FRONT LIT COLOR:

GRAY TO MATCH FC2.

VINYL COLOR SELECTION TO

MATCH FIRE STATION 1: 3M

3630-121 SILVER TRANSLUCENT

MALTESE CROSS SYMBOL

HALO-LIT REVERSE CHANNEL

SIGN WITH TRANSLUCENT

GRAY INTERIOR FRONT LIT

"3" FONT: ARIAL CENTERED IN

CROSS VINYL LETTER TO MATCH

FIRE STATION 1: 3M 3630-69

DURANODIC

EQ 4'-0"

4'- 0"

'-0

122A

6"

1'- 0"

8" 5"

8" 5"

8"

ADDRESS NUMBERS TO BE

CAST ALUMINUM. INSTALL PER

SIGNAGE CONTRACTOR'S

RECOMMENDATIONS

ADDRESS COLOR TO MATCH

UNIVERSITY STATION SIGN.

SIGNAGE CONTRACTOR TO

SUBMIT COLOR SWATCH FOR

COMPARISON WITH EXISTING

ADDRESS FONT : ARIAL SPACED

AS SHOWN. CAST ALUMINUM

LETTERS

First Floor 100' - 0"

T/ Masonry 112' - 8"

'-0

5'- 0"

5'- 0"

3'- 0"

1'- 0"

4'- 0"

6'- 0"

2'- 0"

2'-9 7/8" 2'-9 7/8" 3'-4" 3'-4" 3'-4" 3'-4" 1'-11 3/8"

1'- 0"

4'- 0"

1'- 0"

4'- 0"

1'- 0"

2'- 0"

E E

3" LIMESTONE VENEER

RECESSED 1"

[BACK OF PANELS TO ALIGN]

TYPICAL AT WINDOWS/DOORS

DASHED LINE INDICATES

CANOPY ALIGN REVEAL

WITH CANOPY

HB-1

MIN 1 1/2" KERF CUT IN

PANEL OR SPLIT PANEL FOR

COUNTER FLASHING DETAIL

PER DETAIL IN R-SERIES

CO

PI

NG

First Floor 100' - 0"

T/ Masonry 112' - 8"

37'-3"

3'- 0"

5'- 0"

5'- 0"

'-0

EQ EQ EQ EQ EQ 3'-4" EQ EQ EQ EQ EQ

1'- 0"

4'- 0"

1'- 0"

4'- 0"

1'- 0"

2'- 0"

ELEVATION STONE VENEER

EXPOSED EDGE OF

EAST STONE VENEER

EXPOSED EDGE OF

E

3" LIMESTONE VENEER

RECESSED 1"

[BACK OF PANELS TO ALIGN]

TYPICAL AT WINDOWS/DOORS

WALL PACK LIGHT FIXTURE

CENTERED IN PANEL REFER

TO E-SERIES

CO

PI

NG

First Floor 100' - 0"

T/ Masonry 112' - 8"

5'- 0"

5'- 0"

3'- 0" 2'-

0" 1'-

0"

EE E E

43'-3 3/8"

1'-3" 3'-4 3/8" 3'-4" 3'-4" 3'-4" 2'-10" 3'-0" 2'-10" 3'-4" 3'-4" 3'-4" 2'-8" 2'-8" 3'-4" 1'-4"

3'- 4"

7'- 4"

4"

2'- 0"

1'- 0"

4'- 0"

1'- 0"

3'- 0"

'-0

3" LIMESTONE VENEER

RECESSED 1"

[BACK OF PANELS TO ALIGN]

TYPICAL AT WINDOWS/DOORS

WALL PACK LIGHT FIXTURE

CENTERED IN PANEL REFER

TO E-SERIES

HB-1

CO

PI

NG

123A

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

1:0 0:0

0 A M

C:

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F2

- F ire S tat ion

- A

RC

H_ nd on ica ma rtin

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rvt

SAG, BRB NPD

F23116 2024-09-16

A202

BUILDING ELEVATIONS

0 N

. W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

F2 mi ng ton F

D St ati on

SD

/D

D/

CD

1" = 1'-0"2 Station Exterior Signage Section 1/2" = 1'-0"1 Station Exterior Signage

DRAWINGS DEPICTED ON THIS SHEET SERVE AS BASIS

OF DESIGN FOR DESIGN ASSIST WITH APPROVED

SIGNAGE VENDOR/SUB CONTRACTOR AS REFERENCED

IN SPEC SECTION 10 1400 - SIGNAGE.

CONTRACTOR TO PROVIDE HALO-LIT REVERSE

CHANNEL LETTER SYSTEM WITH 1-1/2" STAND OFF

FROM FINISHED WALL. AS DEPICTED IN 2/A202

CONTRACTOR TO PROVIDE STANDARD ALUMINUM

CAST LETTERS FOR BUILDING ADDRESS AS DEPICTED

IN 3/A202.

INSTALL PER SIGNAGE CONTRACTORS INSTALLATION

METHODS. CONTRACTOR TO SUBMIT SHOP DRAWINGS

AND SAMPLES TO ARCHITECT AND OWNER. REFER TO

ELECTRICAL FOR POWER SUPPLY LOCATIONS.

1" = 1'-0"3 Address Signage - West Elevation

1/4" = 1'-0"6 West Elevation - Stone Veneer 1/4" = 1'-0"5 South Elevation - Stone Veneer

1/4" = 1'-0"4 East Elevation - Stone Veneer

TYPICAL FIELD LIMESTONE PANEL TO BE 4"

AT WINDOWS/DOORS PANEL SIZE TO BE 3"

RECESSED 1" BACK OF PANELS TO ALIGN

CONTINUOUS IN PLANE

T/ Masonry 112' - 8"

Low Joist Bearing 116' - 0"

Vestibule 108' - 1"

VESTIBULE

LIVING

EXERCISE

EXERCISE

A401

116A115A108A

T/ Masonry 118' - 0"

High Joist Bearing 116' - 8"

A411

A410

R201

E E

122B111E 111D

JJ

APPARATUS

BAY

EXG 12" BAR JOIST AT ±4' C/CEXG 12" BAR JOIST AT ±4' C/C

EXISTING DOX PLANK ROOF SYSTEM

EXISTING

DEDICATION

PLAQUE TO

REMAIN

INFILL FORMER OPENING WITH

MASONRY TO MATCH EXISTING.

REFER TO PLAN NOTE

A402

FORMER HOSE

TOWER BEYOND

BC F

G

R201

AT PERIMETER OF NEW

CONSTRUCTION PROVIDE

DAMPPROOFING PER SPEC

SECTION 07 1113 (TYPICAL)

APPROXIMATE

LOCATION OF

BADGE READER

AND ADA

OPERATOR

MECHANICAL SCREEN,

REFER TO R101

RELOCATED AIR PURIFIER

UH-3UH-2

REFER TO ENLARGED

ELEVATION ON A613

EF-1EF-3

KEF-1

109' - 8"

FIXTURE HEIGHT

115' - 0"

FIXTURE HEIGHT

PAINT EXPOSED DUCTWORK.

REFER TO FINISH SCHEDULE

REMARKS

A401

A401

SEE A202 FOR DETAILS

EXISTINGADDITION

First Floor 100' - 0"

Low Joist Bearing 116' - 0"

A401

A401

DORM

READING ROOM

EXERCISE

122 1

A410

A410

11'-8"

T/ Masonry 118' - 0"

Hight Joist Bearing 111' - 4"

High Joist Bearing 116' - 8"

A410

Low Joist Bearing 110' - 8"

D D

NEW JOIST REFER TO STR

40x84 L2

140x96 L1H

E

AT PERIMETER OF NEW

CONSTRUCTION PROVIDE

DAMPPROOFING PER SPEC

SECTION 07 1113 (TYPICAL)

DECORATIVE CLOUD. REFER

TO FINISH SCHEDULE

115' - 0"

FIXTURE HEIGHT

MECHANICAL SCREEN,

REFER TO R101

PAVER EDGE OF PATIO.

REFER TO CIVIL,

STRUCTURAL, AND SPEC

SECTION 32 1413

DOAS-1

EF-5

INFILL WALL WITH

MATERIALS TO

MATCH EXISTING

8'- 0"

RESONAL LOCKER

REFER TO FINISH

PLANS/SCHEDULE

First Floor 100' - 0"

T/ Masonry 112' - 8"

Low Joist Bearing 116' - 0"

Vestibule 108' - 1"

READING ROOM

123 AIRLOCK

CORRIDOR

A401

05A 06A 115A

T/ Masonry 118' - 0"

Hight Joist Bearing 111' - 4"

High Joist Bearing 116' - 8"

122B

Low Joist Bearing 110' - 8"

J J

111D 111E 106A

B

A402

EXISTING DOX PLANK ROOF SYSTEM 4

R204

R203

R204

R205

R204

6C6B6A

5C5B5A

AT PERIMETER OF NEW

CONSTRUCTION PROVIDE

DAMPPROOFING PER SPEC

SECTION 07 1113 (TYPICAL)

SOLAR PANELS REFER TO R102

PERSONAL LOCKERS, REFER TO

PLAN AND FINISH SCHEDULE

MECHANICAL SCREEN,

REFER TO R101 DOAS-1

EF-3

KEF-1

MUA

EXISTINGADDITION

PERSONAL LOCKER. REFER TO

FINISH PLANS/ SCHEDULE

LINTEL. REFER TO

STRUCTURAL

LINTEL. REFER TO

STRUCTURAL

CORRIDOR

UNISTRUT. PAINTED

TO MATCH

STRUCTURE REFER TO

FINISH SCHEDULE

CONDUIT AND J-BOX

SECURED TO UNDERSIDE

OF JOIST. PAINT TO MATCH

STRUCTURE. REFER TO

FINISH SCHEDULE

LIGHT FIXTURE. REFER

TO ELECTRICAL

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

1:0 0:0

9 A M

C:

\U se rs\ nd on ica \D oc um en ts\

F2

- F ire S tat ion

- A

RC

H_ nd on ica ma rtin

-ril ey

.co m.

rvt

SAG, BRB NPD

F23116 2024-09-16

A401

BUILDING SECTIONS

0 N

. W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

F2 mi ng ton F

D St ati on

SD

/D

D/

CD

3/16" = 1'-0"2 Building Section North - South 2

1/4" = 1'-0"3 Building Section East - West

3/16" = 1'-0"1 Building Section North - South

3/4" = 1'-0"4 Exposed Ceiling Typical Detail

Exg High Roof 115' - 4"

A401

A401

A411

APPARATUS

BAY

AIRLOCK

GEAR

STORAGE

MECH

EXISTING AIR PURIFIER

RELOCATED. REFER TO

DEMOLITION PLAN NOTES AND

MECHANICAL DRAWINGS

110C 110B111C

INFILL AT FORMER HOSE

TOWER PIT. REFER TO

STRUCTURAL

NEW HOSE BIBS.

REFER TO PLUMBING

INFILL FORMER OPENING

WITH MASONRY TO MATCH

EXISTING

NEW SAND OIL

INTERCEPTOR.

REFER TO PLUMBING

INFILL FORMER OPENING

WITH MASONRY TO MATCH

EXISTING

FORMER HOSE TOWER

PLATFORM, RAILING, AND

REEL TO REMAIN PAINT

RAILING (PT-11)

GEAR LOCKERS. REFER

TO FINISH PLANS AND

ELEVATIONS

CONCRETE

PATCHWORK

EXISTING DOX PLANK ROOF SYSTEM

INFILL FORMER OPENING

WITH MASONRY TO MATCH

EXISTING

48x88 L3

R203

R202

R203

MECHANICAL UNIT HEATER. REFER

TO MEP DRAWINGS

NEW LIGHT FIXTURE. REFER TO

ELECTRICAL. ALSO NOTE NEW

FIXTURE ON OP HAND OF

APPARATUS DOOR

A613

HB-2 HB-2

NEW VENT PIPE BEYOND.

REFER TO PLUMBING.

SIM

UH-3UNISTRUCT AT LOCATIONS

OF HANGERS

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

1:0 0:1

7 A M

C:

\U se rs\ nd on ica \D oc um en ts\

F2

- F ire S tat ion

- A

RC

H_ nd on ica ma rtin

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.co m.

rvt

NPD JED

F23116 2024-09-16

A402

BUILDING SECTIONS

0 N

. W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

F2 mi ng ton F

D St ati on

SD

/D

D/

CD

1/4" = 1'-0"1 East - West Building Section

A410

A410

A410

4" PANELIZED LIMESTONE VENEER BEYOND, SEE

STRUCTURAL AND SPECS FOR SPACING AND

ATTACHMENT TO CONCRETE MASONRY AT

WINDOW RECESS, USE 3" PANEL

LINTEL, SEE STRUCTURAL

E

STEEL STUD FRAMED CEILING WITH

5/8" TYPE "X" GYPSUM BOARD

WALL BASE SEE FINISH

SCHEDULE

8" CONCRETE MASONRY

BULLNOSE SILL, TYPICAL

DORM

SS TOP OF WALL BRACKET

REFER TO STRUCTURAL

TOP OF WALL. FILL VOID WITH

INSULATION

JOIST TOP CHORD EXTENSION.

REFER TO STRUCTURAL

Low Joist Bearing 110' - 8"

WALL ASSEMBLY

INTERIOR 8" CONCRETE MASONRY, SEE STRUCTURAL

FLUID APPLIED AIR AND WATER BARRIER,

1 1/2" RIGID INSULATION, MIN R-7.5. AIR SPACE

3" PANELIZED LIMESTONE VENEER AT WINDOWS AND

DOORWAYS, 4" PANELIZED LIMESTONE VENEER AT

OTHER LOCATIONS, SEE STRUCTURAL AND SPECS FOR

SPACING AND ATTACHMENT TO CONCRETE MASONRY

CONCRETE SLAB OVER VAPOR

BARRIER SEE SPEC SECTION 03

0516 AND COMPACTED GRANULAR

FILL, SEE STRUCTURAL

FOUNDATION AND FOOTING,

SEE STRUCTURAL

R202

NEW ROOF ASSEMBLY,

SEE R SERIES SHEETS

PRESSURE TREATED BLOCKING AS REQUIRED.

LAP FLUID APPLIED AIR AND WATER BARRIER

AROUND AND INTO JAMB

STOREFRONT WINDOW SYSTEM

REFER TO A511

AT PERIMETER OF NEW

CONSTRUCTION PROVIDE

DAMPPROOFING PER SPEC

SECTION 07 1113 (TYPICAL)

CONT R15 RIGID INSULATION AT

PERIMETER OF NEW ADDTION

1"1'-2"

First Floor 100' - 0"

T/ Masonry 118' - 0"

High Joist Bearing 116' - 8"

R202

CONCRETE SLAB OVER VAPOR

BARRIER AND COMPACTED

GRANULAR FILL, SEE STRUCTURAL

FOUNDATION AND FOOTING,

SEE STRUCTURAL

H

EXERCISE

A511

LINTEL, SEE STRUCTURAL

CONCRETE STOOP/PATIO.

REFER TO STRUCTURAL FOR

STOOP. SEE CIVIL FOR PATIO

DETAILS/EXTENTS

WALL ASSEMBLY

INTERIOR 8" CONCRETE MASONRY, SEE STRUCTURAL

FLUID APPLIED AIR AND WATER BARRIER,

1 1/2" RIGID INSULATION, MIN R-7.5

BETWEEN 1 1/2" VERTICALLY ALIGNED METAL FURRING,

FIBER CEMENT PANEL, REFER TO ELEVATIONS

BULLNOSE SILL. TYPICAL

G

LINTEL, SEE STRUCTURAL

STOREFRONT WINDOW AND

ENTRANCE SYSTEM. REFER TO

A511

STOREFRONT WINDOW SYSTEM.

REFER TO A511

ROOF FRAMING, SEE STRUCTURAL

NEW ROOF ASSEMBLY,

SEE R SERIES SHEETS

A511

CANOPY, REFER TO

STRUCTURAL AND ROOFING

R205

WINDOW TREATMENT REFER TO

SCHEDULE/SPEC SECTION 12 2400

AT PERIMETER OF NEW

CONSTRUCTION PROVIDE

DAMPPROOFING PER SPEC

SECTION 07 1113 (TYPICAL)

CANOPY LIGHT REFER TO

ELECTRICAL

R202

CONT R-15 INSULATION 24"

DOWN AT PERIMETER OF NEW

ADDTION

BEYOND

First Floor 100' - 0"

TERMINATION BAR AND SEALANT

WALL BASE, SEE FINISH

SCHEDULE

STAINLESS STEEL DRIP WITH

HEMMED EDGE SET IN BED OF

MASTIC

COMPRESSIBLE MATERIAL

3" THICK LIMESTONE PANEL AT

WINDOW REVEAL. REFER TO

ELEVATIONS FOR LAYOUT.

SS FABRIC FLASHING, EXTEND

MIN 8" UP WALL REFER TO SPEC

SECTION 04 2000. SECURE TO

WALL WITH SS TERMINATION

BAR AND SEALANT. REFER TO

SPEC SECTION 04 4200

WEEPS/VENTS AT TOP/BOTTOM

OF WALL. SPACED 24"C/C

FINISH GRADE, SEE CIVIL

DOVE TAIL MORTAR NET. REFER

TO SPECS

SS DOWEL, SEE STRUCTURAL

4" 2"

1/2" ISOLATION JOINT

STAINLESS STEEL FLASHING WITH

END DAMS AND HEMMED EDGE

SET IN BED OF MASTIC

PROVIDE BACKER ROD AND

SEALANT BOTH SIDES.

THERMALLY BROKEN

STOREFRONT WINDOW REFER

TO A511

EASED EDGE SLOPED AWAY

FROM WINDOW.

PT BLOCKING AS REQUIRED. LAP

FLUID APPLIED AIR AND WATER

BARRIER AROUND AND INTO SILL.

SHIM AS REQUIRED

1" 1/4"

7" 4 1/2"

THERMALLY BROKEN

STOREFRONT WINDOW REFER

TO A511

STAINLESS STEEL DRIP WITH

HEMMED EDGE.

SHIMS/SETTING BED

COMPRESSIBLE MATERIAL

STAINLESS STEEL ANCHOR.

REFER TO STRUCTURAL

BACKER ROD/SEALANT AT ALL

JOINTS. REFER TO ELEVATION

FOR LAYOUT. SEE 5/A201 FOR

JOINT DETAILS. REFER TO SPEC

SECTION 04 4200 FOR SEALANT

COMPRESSIBLE MATERIAL

3" THICK LIMESTONE PANEL AT

WINDOW REVEAL. REFER TO

ELEVATIONS FOR LAYOUT.

LINTEL WITH SS DOWEL,

SEE STRUCTURAL

SS FABRIC FLASHING, EXTEND

MIN 8" UP WALL. REFER TO SPEC

SECTION 04 2000. SECURE TO

WALL WITH SS TERMINATION

BAR AND SEALANT. REFER TO

SPEC SECTION 04 4200

SETTING BED/SHIMS WITH

WEEPS AT 24" C/C

DOVE TAIL MORTAR NET, SEE SPECS

PROVIDE BACKER ROD AND

SEALANT, BOTH SIDES

SHIM AS REQUIRED

TERMINATION BAR WITH

CONTINUOUS TOOLED SEALANT

4 1/2"7" WINDOW TREATMENT REFER TO

SCHEDULE/SPEC SECTION 12 2400

First Floor 100' - 0"

Low Joist Bearing 116' - 0"

Hight Joist Bearing 111' - 4"

EXERCISE

READING ROOM

8" CONCRETE MASONRY, SEE

STRUCUTRAL

ROOF FRAMING, SEE STRUCTURAL

WALL ASSEMBLY

INTERIOR 8" CONCRETE MASONRY, SEE STRUCTURAL

FLUID APPLIED AIR AND WATER BARRIER,

1 1/2" RIGID INSULATION, MIN R-7.5

BETWEEN 1 1/2" VERTICALLY ALIGNED METAL FURRING,

FIBER CEMENT PANEL, REFER TO ELEVATIONS

WALL BASE, SEE FINISH

SCHEDULE

CONCRETE SLAB OVER VAPOR

BARRIER AND COMPACTED

GRANULAR FILL, SEE STRUCTURAL

FOUNDATION AND FOOTING,

SEE STRUCTURAL

R201

STEEL STUD FRAMED CEILING WITH

5/8" TYPE "X" GYPSUM BOARD

NEW ROOF ASSEMBLY,

SEE R SERIES SHEETS4

R205

ELECTRICAL POWER

FIXTURE, SEE ELECTRICAL

DECORATIVE SUSPENDED CLOUD.

REFER TO FINISH SCHEDULE

6 5 1

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSION

NUMBER:

REVIEWED

BY:

DATE:

REVISION: DATE:

Ad dit ion an d R en ov ati on W or k f or

9/1 3/2

4 1

1:0 0:2

7 A M

C:

\U se rs\ nd on ica \D oc um en ts\

F2

- F ire S tat ion

- A

RC

H_ nd on ica ma rtin

-ril ey

.co m.

rvt

SAG NPD

F23116 2024-09-16

A410

WALL SECTIONS

0 N

. W oo dla wn

A ve

Bl oo mi ng ton

, IN

Bl oo mi ng ton F

D St ati on

F2 mi ng ton F

D St ati on

SD

/D

D/

CD

3/4" = 1'-0"1 Wall Section3/4" = 1'-0"6 Wall Section 3/4" = 1'-0"5 Wall Section

3" = 1'-0"2 Base Detail

3" = 1'-0"3 Sill Detail

3" = 1'-0"4 Head Detail

N.T.S.- Key Plan

A512

A512

R203

APPARATUS

BAY

EXISTING FOUNDATION AND

STEM WALL TO REMAIN

APPARATUS BAY DOOR,

SEE SCHEDULE AND SPEC

SECTION 08 3513

EXISTING APRON TO

REMAIN

NEW ROOF ASSEMBLY,

SEE R SERIES SHEETS

±114'-10 1/2" EXG Roof Bearing

First Floor 100' - 0"

T/ Masonry 118' - 0"

A110

8'- 0"

O

PE

NI

NG

GRIND EXG MASONRY TO

BULLNOSE AT OPENING JAMBS.

EXERCISE

EXERCISE

EXISTING BAR JOIST

NEW CMU WALL ATOP EXISTING

MASONRY. REFER TO

STRUCTURAL

STRUCTURAL PERIMETER

ANGLE. REFER TO STRUCTURAL

NEW STRUCUTRAL LINTEL.

REFER TO STRUCTURAL. PAINT

TO MATCH ADJACENT FINISH.

INFILL WITH CMU SOAPS TO

MATCH EXISTING

FINISH/COURSING

STRUCTURAL INFILL AS REQUIRED

FOR BEARING OF NEW WALL

ABOVE EXISTING REFER TO

STRUCTURAL FOR DETAILS

EXISTING FOUNDATION AND

FOOTING, SEE STRUCTURAL

140x96 L1

R204

R205

NEW ROOF ASSEMBLY,

SEE R SERIES SHEETS

±111'-4" EXG Joist Bearing

EXPOSED DUCTWORK REFER TO

MECHANICAL PAINT. REFER TO

FINISH SCHEDULE

NEW RUBBER ATHLETIC

FLOORING TO PASS

THROUGH OPENING. REFER

TO SCHEDULE

WALL ASSEMBLY

INTERIOR 8" CONCRETE

MASONRY, SEE STRUCTURAL

FLUID APPLIED AIR AND WATER

BARRIER, 1 1/2" RIGID

INSULATION, MIN R-7.5 BETWEEN

1 1/2" VERTICALLY ALIGNED

METAL FURRING, FIBER CEMENT

PANEL, REFER TO ELEVATIONS

First Floor 100' - 0"

1'-5"

2'-4"

3'-6"

8'- 0"

5'- 0"

3'- 0"

8'- 0"

4"

KITCHEN

APPARATUS

BAY

RANGE, SEE A611

STAINLESS STEEL SHEET

METAL BEHIND RANGE

3" INTEGRAL HOOD STANDOFF

GREASE CUP

UL LISTED FILTER

UL LISTED FIRE SUPPRESSION

SYSTEM. SEE K-SERIES SHEETS

UL LISTED TYPE 1 HOOD,

SEE K-SERIES SHEETS.

PERFORATED AIR CURTAIN

MAINTAIN 3" MINIMUM CLEARANCE TO

NON COMBUSTIBLE CONSTRUCTION.

MAINTAIN 18" MINIMUM CLEARANCE TO

NON COMBUSTIBLE CONSTRUCTION

16 GA WELDED BLACK STEEL GREASE DUCT

WITH 2-HR GREASE DUCT WRAP OR FACTORY-BUILT

GREASE DUCT ASSEMBLY LISTED AND LABELED

IN ACCORDANCE WITH UL 2221

GALVANIZED INSULATED SHEET

METAL MAKEUP AIR DUCTWORK

R204

R203

±111'-4" EXG Joist Bearing

±114'-10 1/2" EXG Roof Bearing

NEW ROOF ASSEMBLY,

SEE R SERIES SHEETS

KEF-1

3/4" = 1'-0"2 Wall Section

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS.