Old Stone Church Drawings 2024_07.pdf

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AUTHOR:

DATE

JOB NO:

SHT TITLE:

COPYRIGHT C 2019

ROSS ANDREWS ARCHITECT, INC.

PROJECT NAME &

ADDRESS:

OWNER:

ROSS ANDREWS

ARCHITECT, INC.

7831 NASHVILLE STREET

RINGGOLD, GA 30736

706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com

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COVER/CODES/

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CATOOSA HISTORICAL

SOCIETY

C D

12/7/22

STONE CHURCH ADDITION

ARCHITECTURAL SHEET LIST

Sheet Number Sheet Name

A001 SITE PLAN

A101 FIRST FLOOR PLAN

A121 RCP, POWER, WALL SECTION,

MISC

A201 BUILDING ELEVATIONS

CODE CHECK

APPROVALS

DRAWINGS

SITE

PERSPECTIVE

GENERAL INFORMATION SHEET LIST

Sheet Number Sheet Name

G001 COVER/CODES/ SHEETS

G101 LIFE SAFETY PLAN

CODE CHECK

DESIGN DOCUMENTATION AND INSTALLATION REQUIREMENTS

I. PROJECT IDENTIFICATION:

A. PROJECT NAME: STONE CHURCH ADDITION

B. PROJECT ADDRESS: 41 OLD CATOOSA PARKWAY

C. PROJECT DESCRIPTION (SCOPE OF WORK): ADD A LIBRARY ROOM

D. FIRE DISTRICT:

E. PROJECT CONTACT PERSON AND ARCHITECT:

ROSS ANDREWS ARCHITECT, 7831 NASHVILLE STREET,

RINGGOLD, GA 30736

PHONE/FAX: 706-935-6344. GA LICENSE #: RA005576, TENN LICENSE #: 13161,FL LICENSE #:

95694

ROSS@ROSSANDREWSARCHITECT.COM

F. ENGINEERS:

G. JURISDICTION FOR APPROVAL: CATOOSA COUNTY

H. OWNER: CATOOSA HISTORICAL SOCIETY, BILL CLARK 706-965-7438 bclark@catt.com

I. CONTRACTOR: TBD

J. DATE: 2018

II. BUILDING REGULATIONS:

A. CODES:

(GEORGIA)

2018 101 LIFE SAFETY CODE (NFPA)

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL FUEL GAS CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2020 NEC NATIONAL ELECTRICAL CODE NFPA 70

2018 INTERNATIONAL FIRE CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WITH 2020 GEORGIA SUPPLEMENTS AND

AMENDMENTS

2018 INTERNATIONAL RESIDENTIAL CODE

2010 ADA

(INCLUDE ALL STATE AMENDMENTS TO THE ABOVE CODES)

B. ZONE:

C. VARIANCES, APPEALS, EQUIVALENCIES, AND AUTHORITY GRANTING APPROVAL: N/A

III.OCCUPANCY GROUP(S):

A. OCCUPANCY TYPE: IBC (302)= A3 , NFPA(CH 6)=

B. OCCUPANT LOAD/FLOOR: (SEE LIFE SAFETY PLAN)

1. FIRST FLOOR: IBC (1004.1.2)= 277/100= 3 PEOPLE IN ADDITION. ADD 128 EXISTING PEOPLE , NFPA (7.3.1.2)=

3. TOTAL: 131 PEOPLE

IV. CONSTRUCTION:

A. TYPE: IBC (TABLE 601)= IV , NFPA (TABLE A.8.2.1)=

B. LIVE LOADS:

1. ROOF (SNOW): 20 PSF

2. WIND: 12.5 PSF

3. FLOOR(S): 100 PSF ASSEMBLY

5. SEISMIC PERFORMANCE: CATEGORY C, Av = .10, Aa = .10

V. BUILDING DESCRIPTION:

A. AREA: ALLOWED ACTUAL

1. 1ST FLR.: IBC (TABLE 503)= 15,000 SF 1918+277=2,195 SF

B. HEIGHT: 12'

ALLOWED IS MORE THAN ACTUAL SO OKAY

C. NUMBER OF STORIES: ONE

D. CONSTRUCTION FIRE PROTECTION: IBC (TABLE 601)

1. PARTY AND FIRE WALLS: N/A

2. INTERIOR BEARING WALLS: 0

3. INTERIOR NONBEARING PARTITIONS: 0

4. COLUMNS: 0

5. BEAMS, GIRDERS: 0

6. FLOOR/CEILING ASSEMBLY: 0

7. ROOF/CEILING ASSEMBLY: 0

8. EXTERIOR BEARING WALLS: 2

9. EXTERIOR NONBEARING WALLS: 0

10. TENENT SEPARATION: N/A

11. CORRIDORS (IBC 1018, TABLE 1018.1): N/A

12. SHAFT ENCLOSURES: N/A

13. OCCUPANCY SEPARATIONS: N/A

14. STAIR ENCLOSURES: N/A

15. ROOF COVERINGS: N/A

E. DISTANCE TO PROPERTY LINES: TABLE 602 IBC FOR FIRE RATINGS

SETBACKS ACTUAL

1. FRONT:

2. LEFT:

3. REAR: >60'

4. RIGHT: =EXISTING

F. % OPENINGS IN WALLS ("R" IF RATED OPENING) 705.8 IBC

ALLOWED ACTUAL

1. LEFT:

2. REAR: N/A

3. RIGHT: N/A

VI. FIRE SAFETY/ MEANS OF EGRESS DESIGN:

A. CONCEPT:

1. SEPARATION

A.FIRE WALLS (IBC TABLE 706.4) : N/A

B. NFPA(8.2.1) CONSTRUCTION TYPE SEPARATION FIRE BARRIERS (2 HR). N/A

2. HORIZONTAL EXITS: N/A

3. TRAVEL DISTANCE TO EXITS (IBC TABLE 1016.2): 200'

NFPA(A.7.6.1)

4. NO. OF EXITS REQUIRED (IBC 1021):1 FOR ADDITION/ 2 FOR BLDG

1-500=2, 501-1,000=3, >1,000=4

NPFA(7.4.1)=1-500=2, 501-1,000=3, >1,000=4

5. FIRE/ DRAFT STOPS: N/A

6. DEAD END ALLOWED (IBC 1018.4): 20'

NFPA (A.7.6.1)

7. SMOKE BARRIERS: N/A

9. COMMON PATH OF TRAVEL DISTANCE (IBC 1014.3 AND/OR 1025.8) :

NFPA(A.7.6.1) 75'

10. PANIC HARDWARE (IBC 1008.1.10):

VII.FIRE PROTECTION DEVICES:

A. SPRINKLERS (IBC 903): N/A

B. STANDPIPES: N/A

C. PORTABLE FIRE EXTINGUISHERS: YES (NFPA 10- PORTABLE FIRE EXTINGUISHERS) EVEN IF BUILDING

IS SPRINKLERED. MAXIMUM DISTANCE TO EXTINGUISHER IS 75' FOR CLASS “A” FIRES.

D. FIRE ALARMS (IBC 907): N/A

E. SMOKE DETECTORS: N/A

F. FIRE HYDRANT: N/A TO THIS ADDITION

1. STATIC PRESSURE (PSI):

2. RESIDUAL PRESSURE (PSI, 20 PSI MIN.):

3. FLOW (GPM, 500 GPM MIN.):

4. PARTY RESPONSIBLE FOR TAKING TEST (NAME AND ADDRESS):

5. DATE TEST TAKEN:

6. TIME TEST TAKEN (AM/PM):

7. ELEVATION OF TEST HYDRANT:

VIII.INTERIOR FINISHES (IBC TABLE 803.5):

WALL/CEILING FLOOR

A. EXITS: B DOC FF-1 “PILL TEST” (CPSC 16 CRR, PART 16300)

B. CORRIDORS: B “

C. OTHER AREAS: C “

IX. PARKING REQUIREMENTS: EXISTING

A. HC SPACES:

B. TOTAL SPACES/ SIZES:

X. LIGHTING:

A. EMERGENCY (IBC 1006): YES

B. EXIT SIGNS/ ADA (IBC 1011): N/A

XI. MECHANICAL:

A. RATED ENCLOSURE: N/A

B. SMOKE DETECTORS/ ALARMS: N/A

XII.PLUMBING:

A. #PEOPLE/ PLUMBING CODE:

B. DESCRIPTION (EXISTING, SO N/A)

1. FEMALE:

WC:

LAVS:

2. MALE:

WC:

URINAL:

LAVS:

3. DRINKING FOUNTAIN:

4. SERVICE SINK:

XIII. ENERGY

A. WALLS: R9.5 CONTINUOUS INSUL PLUS FILL CELLS WITH FOAM INSULATION.

B. ROOF: R38

C. FLOOR:

D. FENESTRATION: N/A

FIXED= U 0.38, OPERABLE= U 0.45, ENTRANCE DOORS= U 0.77

SHGC= O.40

ADDITION

R e vi si o n

N u m b e r

R e vi si o n

D e sc ri p tio n R e vi si o n

D a te

WH

U P

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DOOR CAPACITY FACTOR:

.2"/OCCUPAN

T

36" DOOR=33/.2=165 OCC.

42" DOOR=39/.2=195 OCC.

44" DOOR= 41/.2=205 OCC.

(2) 36" DOORS=67/.2=335 OCC.

(2) 42" DOORS=79/.2=395 OCC.

(2) 44" DOORS=83/.2=415 OCC.

0' - 2 1/2"

OCCUPANT LOADS SF/ PERSON

7 NET ASSEMBLY , CONCENTRATED WITH

CHAIRS

100 GROSS BUSINESS

15 NET STAGE

15 NET ASSEMBLY , LESS CONCENTRATED

20 NET CLASS

300 GROSS STORAGE

1 2

A

B

3' - 6"

12' - 8"

MOBILE DISPLAY ONE SIDE AND

BOOKS THE OTHER. THIS WAY VISITORS

CAN SEE MORE HISTORY WITHOUT

ACCESSING THE LIBRARY

GLASS WALL

APPROX 235 SF APPROX 235 SF

PREVIOUS LIBRARY

WAS 277 SF.

VIEWING AREA

AND AVOIDS

A LONG HALL FEEL.

ANGLED WALL OPENS TO LARGER

SANCTUARY WITH WELCOMING FEEL.

SANCTUARY FEEL IS

MAINTINAED BECAUSE

IT STILL CAN BE USED

FOR GROUPS AND YET

ONE CAN SEE THE FULL SPACE

SIZE THROUGH THE GLASS WALLS.

DELIGHTFUL TABLE

AT WINDOW FOR

RESEARCH.

COMPUTER AND AWARENESS

OF WHO IS IN THE SPACE, BOTH

VISITOR AND USER.

APPROX 64 LIN FT 8' STOREFRONT

AT 3-4" OC VERT MULLIONS.

1 2

A

B

A201

A201 3 A2012

COMMON TRAVEL:

35'-6", BUT 75' ALLOWED.

TOTAL EGRESS FOR

67 PEOPLE, SO

36" DOOR IS OKAY.

277 SF/100= 3 PEOPLE

1918 SF

EXISTING BLDG

1918/15=128 PEOPLE

IN MUSEUM TYPE SETTING.

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AUTHOR:

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JOB NO:

SHT TITLE:

COPYRIGHT C 2019

ROSS ANDREWS ARCHITECT, INC.

PROJECT NAME &

ADDRESS:

OWNER:

ROSS ANDREWS

ARCHITECT, INC.

7831 NASHVILLE STREET

RINGGOLD, GA 30736

706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com

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1/2" = 1'-0"

DOOR OCCUPANT CAPACITY

1/8" = 1'-0"

OCCUPANT LOADS SF/ PERSON

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FUTURE OPTION. NOT A PART OF THIS CURRENT PROJECT

EXISTING MANHOLES W/ 4" SANITARY SEWER @ .66 SLOPE

176' - 0"

SS

10' - 0"

ABANDONED ROAD

EXISTING STONE CHURCH

ADDITION

EXISTING MANHOLE AND

8" SANITARY SEWER

EXISTING MANHOLE

AND 8" SEWER FROM

PLAY GROUND

10' -

6.8'

GRADE TO

INVERT

14.5'

GRADE TO

INVERT

ADD A MANHOLE

PLUMBING NOTE:

THE EXISTING 4" SANITARY SEWER NEEDS TO BE RELOCATED AT LEAST 10'

FROM THE NEW ADDITION. TWO OPTIONS ARE SHOWN IN ORDER FOR THE

PLUMBER TO RECOMMEND THE LEAST EXPENSIVE SOLUTION.

OPTION 1: MOVE THE EXISTING MANHOLE UP THE PAGE AND ADD (2) 5" DONUTS

TO THE HEIGHT.

OPTION 2: ADD A MANHOLE

THE DIFFERENCE MAY COME DOWN TO THE DEPTH TO DIG.

EXISTING 4" SANITARY SEWER

TO REMAIN

8" SANITARY SEWER RELOCATION

AS PER CITY OF RINGGOLD SANITARY SEWER

CONSTRUCTION SPECIFICATIONS. USE SDR 26 PIPE

AT 0.4% MIN. GRADE.

CHECKER

AUTHOR:

DATE

JOB NO:

SHT TITLE:

COPYRIGHT C 2019

ROSS ANDREWS ARCHITECT, INC.

PROJECT NAME &

ADDRESS:

OWNER:

ROSS ANDREWS

ARCHITECT, INC.

7831 NASHVILLE STREET

RINGGOLD, GA 30736

706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com

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SITE PLAN

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1" = 10'-0"

Site Plan

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REF.

1 2

23' - 0"

A

B

6' - 0"6' - 0"

A101

A101

A201

A201 3

A2012

E Q

E Q

10' - 7 1/8" 10' - 7 1/8"

/8

NOTES:

1. (21 ) BOOK SHELVES: 36"X7' EACH

WITH 5 SHELVES

14.5" VERTICALLY ON CENTER, OFFERING

5 PLUS TOP, OR 6 SHELVES. THIS

ALLOWS FOR 21X6X3= 378 LINEAR FEET

OF SHELVES. (NIC) PURCHASED AND

INSTALLED BY OWNER/ RETAILER.

2. TYP FILING CABINET (NIC).

PURCHASED AND INSTALLED BY OWNER.

3. REMOVE EXISTING WINDOW AND

PATCH TO MATCH. (2 HR RATING).

4. RELOCATE EXISTING 4" SEWER TO BE

OUTSIDE OF NEW ADDITION. THIS HAS

BEEN OKAYED BY CITY OF RINGGOLD

ENGINEER AS BEIGN POSSIBLE. VISIT

THE SITE AND SEE WHAT NEEDS TO BE

DONE. PERHAPS A NEW MANHOLE WILL

BE NEEDED. INSTALL CHANGE PER CODE.

5. 3'X7' METAL EXTERIOR DOOR WITH

LEVER HANDLE, STOREROOM FUNCTION

LOCK, HOLD OPEN CLOSER, HOLLOW

METAL FRAME. 90 MIN LABEL FIRE DOOR.

6. EXISTING REFRIGERATOR TO REMAIN.

7. (2) 6' TABLES BY OWNER.

8. SEE WALL SECTION ON A121

277 SF

LIBRARY

ADDITION

DASHED FUTURE

LIBRARY SHELVES

Level 1 0' - 0"

Exist Roof 13' - 9 5/8"

12 3

A101

NEW WALL

9' - 2"

A121

THRU WALL

A/C

EMERGENCY LIGHT/ BATTERY

Level 1 0' - 0"

Exist Roof 13' - 9 5/8"

A B

A101

NEW WALL

9' - 2"

2X8 AT 16"

2X6 @ 16" INSTALL A 2 HR WALL TO SEPARATE THE

EXISTING BUILDING FROM THE NEW.

USE 2 HR FIRE SAFING UP IN THE RAFTERS

AS SHOWN. WALL= (2) LAYERS 5/8" GYP

EACH SIDE OF 2X4'S AT 16" OC.

1 2

A

B

A201

A201 3 A2012

SEALANT AND BACKER ROD

REQUIRED AT WALL AND ROOF

JUNCTURE WITH THE HISTORIC

STONE BUILDING.

NEW ROOFING AND GUTTERS AND DOWNSPOUTS

TO MATCH EXISTING.

CONTINUE NEW SHINGLES OVER EXISTING

"TRIANGLE" AREAS AS NEW ROOF FLUSHES

WITH THE EXISTING HIP ROOF.

CHECKER

AUTHOR:

DATE

JOB NO:

SHT TITLE:

COPYRIGHT C 2019

ROSS ANDREWS ARCHITECT, INC.

PROJECT NAME &

ADDRESS:

OWNER:

ROSS ANDREWS

ARCHITECT, INC.

7831 NASHVILLE STREET

RINGGOLD, GA 30736

706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com

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FIRST FLOOR PLAN

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12/7/22

1/4" = 1'-0"

Level 1

1/4" = 1'-0"

TRANSVERSE BUILIDNG SECTION

1/4" = 1'-0"

LONGITUDINAL BUILDING SECTION

1/8" = 1'-0"

Roof

R e vi si o n

N u m b e r

R e vi si o n

D e sc ri p tio n R e vi si o n

D

REF.

REF.

1 2

A

B

A201

A201 3 A2012

A A

AA

E

TYP. 2X4 SURFACE MOUNTED ACRYLIC LENSE

LED FIXTURES EQUAL TO 4 LAMP FLOURESCENT

LUMENS.

EMERGENCY LIGHT LED FIXTURE:

BATTERY BACK UP 90 MIN.

Level 1 0' - 0"

NEW WALL

9' - 2"

0' - 0 3/4"

0' - 7 5/8"

0' - 2 1/2"

MATCH EXISTING SOFFIT:

FASCIA, SOFFIT, CONT.

VENT,

ESTIMATED

ELEVATION:

R 38 INSUL W/

KRAFT VB TOWARDS

ROOM. PROVIDE BAFFLES

AT WALL AS REQ'D.

2' - 0"

0' - 5 1/2"

TYP 3/4" STUCCO ON 8" CMU W/

2" RIGID INSUL (MIN R9.5), "C" SHAPPED FURRING

AT 16" OC, 1/2" GYP BD PAINTED. EXTERIOR

FINISH AND CONSTRUCTION TO MATCH EXISTING.

4" COVE RUBBER BASE INSIDE. FOAM INSULATION IN

ALL VOID CELLS OF CMU.

FOOTING DEPTH TO MATCH EXISTING:

INCLUDE FRENCH DRAIN AROUND EXTERIOR

AS SHOWN- EXIT TO GRADE.

NOTE: ANY WALL BELOW GRADE TO HAVE

WATERPROOFING AND DRAIN MAT AS PER

EXISTING TO RELIEVE WALL FROM HYDROSTATIC

PRESSURE.

2X6 RAFTERS W/ 5/8" PLYWOOD SHEATHING

AND 30 LB FELT AND SHINGLES TO MATCH

EXISTING.

2X8 CEILING JOISTS

W/ 5/8" GYP BD PAINTED.

8" CMU WALL: USE REINFORCED PILASTERS

AT 4' OC AND CORNER BARS IN EACH OF 3 CELLS.

EACH CELL IN PILASTER TO HAVE 1#4 VERTICAL

FROM FOOTING AND 6" INTO BOND BEAM. INSTALL

HORIZONTAL REINF AT 16" OC CONT.

/8

CONT. BOND BEAM: (2) #5'S WITH

CORNER BARS LAPPED 25".

PRESSURE TREATED 2X8 ANCHORED

W/ 1/2" BOLTS AT 32" OC. HURICANE

CLIPS ON RAFTERS.

(2) #5 REBARS CONT. WITH

25" LAPS AND USE CORNER

BARS. PROVIDE 3" CLEARANCE

TO ALL DIRT.

FRENCH DRAIN TO GRADE, WITH

SOIL FABRIC AND GRAVEL SURROUND

R15 RIGID INSULATION AROUND

PERIMETER.

4" 3,000 PSI CONCRETE ON

10 ML VB ON 4" GRAVEL ON

COMPACTED FILL TO 95%

PROCTOR. FINISH FLOOR

TO MATCH EXISTING.

NOTE: AT EXISTING BUILDING JUNCTURE WITH THE

HISTORIC STONE STRUCTURE INSTALL BACKER ROD

AND SEALANT TO STOP THE RAIN LEAKS. THIS IS A

CONDITION AT THE WALL AND ROOF JUNCTURE WITH

THE STONE BUILDING. THE ORIGINAL ASPHALT IMPREGNATED

CONTINOUS FILL HAS FAILED.

STONE WALL BEYOND.

1/2" GYP BD ON 2" METAL "Z" FURRING

WITH FULL THICK RIGID INSUL. R10

/4

/4

/4

/4

/4

/4

3' - 0"

THIS FIXED SHELF SHOULD HANDLE ANY SIZE

BOOK,

EVEN INTO THE FUTURE IF ONE NEEDS TO BE

ADDED

TO A SHELF THAT HAS SMALLER BOOKS INITIALLY.

OPEN TOP FOR MORE BOOKS

1 2

A

B

A101

A101

A201

A201 3

A2012

23' - 0"

6' - 0"

E Q

E Q

10' - 7 1/8" 10' - 7 1/8"

/8

NOTES:

1. RELOCATED METERED SERVICE.

2. EXISTING POWER PANEL

3. RELOCATE A/C DISCONNECT AND

COMPRESSOR.

4. NEW THROUGH THE WALL AIR

CONDITIONER:

7,400 BTU, 240 VOLT.

+60"

+60"

TYP INTERNET CABLE

BY OWNER, OR USE

WIFI.

CHECKER

AUTHOR:

DATE

JOB NO:

SHT TITLE:

COPYRIGHT C 2019

ROSS ANDREWS ARCHITECT, INC.

PROJECT NAME &

ADDRESS:

OWNER:

ROSS ANDREWS

ARCHITECT, INC.

7831 NASHVILLE STREET

RINGGOLD, GA 30736

706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com

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RCP, POWER, WALL

SECTION, MISC

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1/8" = 1'-0"

Level 1

3/4" = 1'-0"

TYP WALL SECTION

1" = 1'-0"

TYP SHELF ELEV

1/4" = 1'-0"

Level 1 POWER PLAN

R e vi si o n

N u m b e r

R e vi si o n

D e sc ri p tio n R e vi si o n

D

Level 1 0' - 0"

Exist Roof 13' - 9 5/8"

T.O. Footing -5' - 0"B.O. Footing -6' - 0"

12 3

A101

NEW WALL

9' - 2"

DOWNSPOUTS RELOCATED

AS SHOWN. PIPE TO EXISTING

UNDERGROUND, OR CONSULT

ARCHITECT IF GRADE SPLASH

BLOCK

IF GRADE MUST GO ABOVE

FINISHED FLOOR PROVIDE

WATERPROOFING TO

MATCH

TYP STUCCO

Level 1 0' - 0"

Exist Roof 13' - 9 5/8"

T.O. Footing -5' - 0"B.O. Footing -6' - 0"

AB

A101

NEW WALL

9' - 2"

EXISTING EARTH

AGAINST

PROVIDE MATCHING WATER PROOFING

TO EXISTING WHEREVER EARTH COMES

ABOVE THE FINISH FLOOR LEVEL..

IT IS PREFERRED TO NOT HAVE EARTH

ABOVE THE FLOOR AS SHOWN, BUT

SITE CONDITIONS WILL GOVERN.

CONCRETE PAD FOR

RELOCATED

Level 1 0' - 0"

Exist Roof 13' - 9 5/8"

T.O. Footing -5' - 0"B.O. Footing -6' - 0"

A B

A101

NEW WALL

9' - 2"

CHECKER

AUTHOR:

DATE

JOB NO:

SHT TITLE:

COPYRIGHT C 2019

ROSS ANDREWS ARCHITECT, INC.

PROJECT NAME &

ADDRESS:

OWNER:

ROSS ANDREWS

ARCHITECT, INC.

7831 NASHVILLE STREET

RINGGOLD, GA 30736

706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com

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BUILDING

ELEVATIONS

S T

O N

E C

H U

R C

H A

D D

IT

IO

N

O

L D

C A

T O

O S

A P

A R

K W

A Y

O

L D

C O

H U

T T

A R

O A

D R

IN

G

G O

L D

CATOOSA HISTORICAL

SOCIETY

C D

12/7/22

1/4" = 1'-0"

NORTH

1/4" = 1'-0"

EAST

1/4" = 1'-0"

WEST

SHINGLES TO

MATCH

R e vi si o n

N u m b e r

R e vi si o n

D e sc ri p tio n R e vi si o n

D