Design_Plans_Fire_Station_4_compressed.pdf

PDF 15 MB Posted Nov 24, 2025

Attached to: RFP-2025-013 Walker County Fire Station 4
Solicitation number: PE-74600-NONST-2026-000000019
Issued by: Georgia

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Written by GovTribe AI · Dec 1, 2025

This is a design plans document for Walker County Fire Station 4, located at 95 Hinkle Drive, Lookout Mountain, Georgia, prepared by Ross Andrews Architect, Inc. in coordination with CTI Engineers, Inc. and supporting consultants. The project involves the construction of a new pre-engineered metal fire station facility with a total building area of approximately 6,772 square feet, comprising an apparatus bay (3,103 SF), day room (1,964 SF), sleeping quarters (1,233 SF), and support spaces including kitchen, mechanical room, and administrative areas. The design is a single-story structure with a distinctive tower element and accommodates a total occupant load of 174 people across mixed-use occupancy classifications (assembly, residential, and storage). The facility incorporates comprehensive life safety features including sprinkler protection, emergency lighting, fire alarm systems, and multiple egress paths compliant with the 2012 International Building Code and NFPA standards. The plans include detailed architectural, structural, mechanical, electrical, and plumbing specifications, with construction anticipated to utilize pre-engineered metal building components combined with selective stick-framing and decorative elements including exterior stone veneer and EIFS finishing. Design documentation was completed February 2, 2015, with project number G14030.

The construction specifications detail R-30 insulation for walls and roof utilizing a "Simple Saver" system with white vinyl interior finish, 1-hour rated fire barriers separating occupancies, and a flexible phased approach allowing initial shell construction with future interior completion. Mechanical systems include two HVAC units for initial conditioning and a complete HVAC design specified for future build-out, with exhaust controls coordinated to oxygen and carbon monoxide detectors. Electrical design specifies 2011 NEC compliance with full-module circuit breakers, LED lighting where possible targeting 30 foot-candles in occupied areas, and 93 total lighting fixtures. Plumbing provisions include ADA-compliant fixtures, tankless water heater (Rheem Prestige model), and complete DWV systems utilizing cast iron or PVC per code requirements. The design accommodates future apparatus bay expansion of approximately 1,500 square feet on the eastern wall, with current structural sizing to support this addition. All construction materials and systems are specified to comply with applicable Georgia codes and local jurisdictional requirements, with design coordination managed by Ross Andrews Architect and structural engineering by CTI Engineers, Inc.

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7831 NASHVILLE STREET

RINGGOLD, GA 30736

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

570 S. CREST RD.

CHATTANOOGA, TN 37404

423-280-3754 donhuffman@gmail.com

·1 CERTIFY ,THAT, TH'E.$,E' PLANS HAvE' ,BEEN REVIEWED'

'. AND· ·APR ' .

TITLE GENERAL INFORMATION DRAWING NO.

FIRE STATION NO.4

COVER/CODES/SHEETS GOOI

LIFESAFETYPLAN GlOl

CIVIL

SITE PLAN AND DETAILS _ __.._ ClOO

UTILITY PLAN C200

DRAIN FIELD PLAN C20l

DOSING SYSTEM C202

PRESSURESEWERDETAILS(lOF3) C203

PRESSURESEWERDETAILS(20F3) C204

PRESSURE SEWER DETAILS (3 OF3) C205

STRUCTURAL

FOUNDATION PLAN SlOO

NOTES,SECTIONS,ANDDETAILS S200

ARCHITECTURAL

FLOORPLANS AlOl ROOF PLAN Al02 FIRST FLOOR REFLECTED CEILING PLAN A12l BUILDINGELEVATIONS =- A20l

BUILDINGELEVATIONS __ - A202

BUILDING SECTIONS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ A30l

BUILDING SECTIONS A302

BUILDING SECTIONS A303

BUILDING SECTIONS A304

WALL SECTIONS A320

PLAN DETAILS 'A50l

WALL TYPES A600

DOOR, WINDOW, FINISH SCHEDULES, AND DETAILS A6l0 3D VIEWS A90l

LOCATION MAP

SCALE: 1"= 2000'

PREPARED FOR

MECHANICAL

HVAC PLAN Ml

WALKER COUNTY, GEORGIA

P.o. BOX 445

101 SOUTH DUKE STREET

LAFAYETTE, GEORGIA' 30728

706-638-1437 OFFICE

706-638-1453 FAX

ELECTRICAL

LIGHTING PLAN El

ELECTRICAL PLAN E2

PLUMBING WALKER COUNTY GOVERNMENT

D.W.V. PLAN PI

DOMESTICWATERPLAN P2

BEBE HEISKELL, SOLE COMMISSIONER

PREPARED BY:

ENGINEERS, INC.

CTI ENGINEERS, INC.

1122 RIVERFRONT PARKWAY 243 N. HAMILTON ST, SUITE 1

CHATTANOOGA, TN 37402 DALTON, GEORGIA 30720

423·267·7613 706..278·8110 www.ctiengr.com

ROSS ANDREWS

ARCHITECT, INC. DON HUFFMAN, PE

PHILIP . SCHOFIEL , P.E.

GEORGIA LICENSE NO. 030578

GSWCC CERTIFICATION NO. 00934

PLAN DATE: FEBRUARY 2, 2015

PROJECT NO. G14030

mailto:ross@rossandrewsarchitect.com http://www.rossandrewsarchitect.com mailto:donhuffman@gmail.com http://www.ctiengr.com

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

W N

C E

O K

O U

T M

O U

W A

R C

O U

:0 6:

G001

RSA

2/2/15

COVER/CODES/

SHEETS

O N

WALKER

COUNTY

C D

2/2/15

HINKLE FIRESTATION #4

ARCHITECTURAL SHEET LIST

Sheet

Number Sheet Name

A101 FLOOR PLANS

A102 ROOF PLAN

A121 FIRST FLOOR REFLECTED

CEILING PLAN

A201 BUILDING ELEVATIONS

A202 BUILDING ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A303 BUILDING SECTIONS

A304 BUILDING SECTIONS

A320 WALL SECTIONS

A501 PLAN DETAILS

A600 WALL TYPES

A610 DOOR, WINDOW, FINISH

SCHEDULES AND DETAILS

A901 3D VIEWS

A NEW FACILITY FOR:

CODE CHECK

APPROVALS

DRAWINGS

SITE

PERSPECTIVE

GENERAL INFORMATION SHEET LIST

Sheet Number Sheet Name

G101 LIFE SAFETY PLAN

G001 COVER/CODES/ SHEETS

CODE CHECK

DESIGN DOCUMENTATION AND INSTALLATION REQUIREMENTS

I. PROJECT IDENTIFICATION:

A. PROJECT NAME: HINKLE FIRE STATION

B. PROJECT ADDRESS: HINKLE TOWN CENTER, LOOKOUT MTN, WALKER COUNTY, GA

C. PROJECT DESCRIPTION (SCOPE OF WORK): CONSTRUCT A NEW PRE-ENGINEERED FIRE

STATION

D. FIRE DISTRICT: N/A

E. PROJECT CONTACT PERSON AND ARCHITECT:

ROSS ANDREWS ARCHITECT, 7831 NASHVILLE STREET,

RINGGOLD, GA 30736

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

RANDREWS@CATT.COM

F. ENGINEERS:

1. STRUCTURAL:

2. MEP:

3. CIVIL:

G. JURISDICTION FOR APPROVAL: WALKER COUNTY

H. OWNER: WALKER COUNTY

I. CONTRACTOR:

J. DATE: 2/2/15

II. BUILDING REGULATIONS:

A. CODES:

(GEORGIA)

2012 101 LIFE SAFETY CODE (NFPA)

2012 INTERNATIONAL BUILDING CODE (IBC)

2012 INTERNATIONAL FUEL GAS CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL PLUMBING CODE

2011 NEC NATIONAL ELECTRICAL CODE

2012 INTERNATIONAL FIRE CODE

2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WITH 2011 GEORGIA SUPPLEMENTS

AND AMENDMENTS

2012 INTERNATIONAL RESIDENTIAL CODE

2010 ADA

(INCLUDE ALL STATE AMENDMENTS TO THE ABOVE CODES)

B. ZONE: BUSINESS

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

III.OCCUPANCY GROUP(S):

A. OCCUPANCY TYPE: IBC (302)= U, R3,A3 , NFPA(CH 6)= MIXED: STORAGE, R

(LODGING OR ROOMING HOUSE), A

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

1. FIRST FLOOR: IBC (1004.1.2)= , NFPA (7.3.1.2)=

A=7 SF/PERSON (166 PEOPLE), R=200 SF/PERSON (7 PEOPLE), S= N/A, B= 100 SF/PERSON

(1 PERSON)

3. TOTAL: 166+7+1= 174 PEOPLE

IV. CONSTRUCTION: ALL THREE OCCUPANCIES WILL ALLOW VB CONSTRUCTION.

A. TYPE: IBC (TABLE 601)= VB OR IIB , 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

4. HANDRAIL LOADS: 250LB LOAD IN ANY DIRECTION AT THE TOP (NOT

APPLIED SIMULTANEOUSLY WITH OTHER LOADS). THE RAIL SHALL

ALSO HOLD 50PLF HORIZONTAL AT THE TOP IN ANY

DIRECTION AND 100 PLF VERTICAL ON TOP OF THE RAIL.

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

6. STAIR:

7. BALCONY:

V. BUILDING DESCRIPTION:

A. AREA: (FIGURE FOR VB CONSTRUCTION (WOOD) KNOWING IIB (NONCOMBUSTIBLE) WILL

WORK TOO BEING A BETTER CONSTRUCTION)

ALLOWED ACTUAL %

1. 1ST FLR.:

IBC (TABLE 503)=

ASSEMBLY= 6,000 SF 1964 SF .33

STORAGE= 5,500 SF 3,103SF .56

RESIDENTIAL=UL 1,233 SF 0

TOTAL%= .89 %

INCREASE : IBC (506)

If=[F/P-0.25]W/30 = Is=2 for multistory, 3 for one story Aa={At+[AtxIf}+[AtxIs]} =

TOTAL: .89 PERCENT IS LESS THAN 1, SO AREA IS OKAY

(NOTE: IF A FUTURE 1,500 SF ADDITION IS MADE TO THE APPARATUS BAY THIS CONSTRUCTION

(VB) SHOULD STILL WORK DUE TO AREA INCREASE.)

B. HEIGHT:

ALLOWED IS MORE THAN ACTUAL SO OKAY

C. NUMBER OF STORIES: 1

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:

6. FLOOR/CEILING ASSEMBLY: 0

7. ROOF/CEILING ASSEMBLY: 0

8. EXTERIOR BEARING WALLS: 0

9. EXTERIOR NONBEARING WALLS: 0

10. TENENT SEPARATION: 0

11. CORRIDORS (IBC 1018, TABLE 1018.1): 0

12. SHAFT ENCLOSURES: N/A

13. OCCUPANCY SEPARATIONS: 2 HR (TABLE 6.1.14.4.3)

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: >20'

2. LEFT: >20'

3. REAR: >20'

4. RIGHT: >20'

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

ALLOWED ACTUAL

1. LEFT: N/A

2. REAR: N/A

3. RIGHT: N/A

VI. FIRE SAFETY/ MEANS OF EGRESS DESIGN:

A. CONCEPT:

1. SEPARATION :

THE THREE OCCUPANCIES NEED 1 HOUR SEPARATION AS SHOWN ON THE PLANS.

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

B. NFPA(8.2.1) CONSTRUCTION TYPE SEPARATION FIRE BARRIERS (1 HR SINCE

BUILDING IS SPRINKLERED- OTHERWISE 2 HR WALLS WOULD BE REQUIRED).

2. HORIZONTAL EXITS: YES

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

NFPA(A.7.6.1) STORAGE= 150', ASSEMBLY= 200'

RESIDENTIAL= NR

4. NO. OF EXITS REQUIRED (IBC 1021):

1-500=2

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

5. FIRE/ DRAFT STOPS:

6. DEAD END ALLOWED (IBC 1018.4):

NFPA (A.7.6.1) 20'

7. SMOKE BARRIERS: N/A

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

NFPA(A.7.6.1) 20'

10. PANIC HARDWARE (IBC 1008.1.10): YES

VII. FIRE PROTECTION DEVICES:

A. SPRINKLERS (IBC 903): NFPA 1500, 9.1.4 AND NFPA 1:13.3.25 REQUIRE SPRINKLERS FOR

EMERGENCY FIRE, RESCUE OPERATIONS, SO THIS PROJECT MUST BE SPRINKLERED.

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): (NFPA 26.3.4.6) YES , ALL ALARM IF ONE DOES. USE PULL STATIONS

AND SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TOO.

E. SMOKE DETECTORS: YES, IN SLEEPING QUARTERS.

F. FIRE HYDRANT: NOT REQUIRED FOR THE BUILDING ITSELF, BUT MAY BE REQUIRED BY

JURISDICTION FOR OTHER REASONS.

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:

A. HC SPACES:

B. TOTAL SPACES/ SIZES: SEE SITE PLAN

X. LIGHTING:

A. EMERGENCY (IBC 1006): YES

B. EXIT SIGNS/ ADA (IBC 1011): YES

XI. MECHANICAL:

A. RATED ENCLOSURE: N/A

B. SMOKE DETECTORS/ ALARMS: YES

XII.PLUMBING:

A. #PEOPLE/ PLUMBING CODE: GO BY ASSEMBLY 174/2=87 M & F

B. DESCRIPTION

1. FEMALE:

WC:87/65=1.33 OR 2 REQ'D (ONE IS FAMILY ROOM, 2 IN DORM)

LAVS: 87/200=1 (FAMILY ROOM AND 2 IN DORM)

2. MALE:

WC: 87/125=1

URINAL: N/A BUT 1 PROVIDED

LAVS: 87/200=1, BUT 2 PROVIDED IN DORM

3. DRINKING FOUNTAIN: 1

4. SERVICE SINK: 1

XIII. ENERGY

A. WALLS: R30

B. ROOF: R30

C. FLOOR PERIMETER: R15

1 Copy of PERSPECTIVE EYE LEVEL FRONT

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D at e

General Building Notes:

1. This is a pre-engineered metal building with the option of some exterior walls being metal stud stick build as per plans. It is to be insulated walls and roof with the "simple saver" insulation system R-30, 8" thick nominally, with white vinyl showing inside on the roof and walls. The vinyl will be the finished exposed surface for the ceilings and walls (where not covered from floor to 8' AFF with metal liners or gyp bd option or where there are suspended ceilings in the dorm area).

2. Conceal as much electrical conduit as possible, however if exposed (such as on the ceiling) it must be painted white to blend in with the white vinyl exposed fabric.

Deduct Option on Bid Form: The intent is to build phase one as a shell, giving the public the appearance of a finished building from the outside in every respect to the base bid including exterior lighting, landscaping, etc.

The insides of the exterior walls need to be finished as per plans with electrical roughed in but no wires pulled and only a coat of primer on the gyp bd (if that option is selected). Include two hvac units to keep the building minimally conditioned until the future phase can be built- one unit in the dorm area and one unit in the apparatus bay. Included in this deduct option of course would be the slab, and utility rough-ins as required.

The rest of the interior walls need only to be framed as required to build the exterior shell, such as a portion of the apparatus bay common wall that forms a stepped roof condition. A future phase can then add the rest of the walls, the plumbing, lighting, hvac, etc. to finish the plans as drawn.

BID INFORMATION

FD FD

F.E.C.

F.E.C. F.E.C.

F.E.C.

DOOR CAPACITY FACTOR:

.2"/OCCUPANT

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"

ARROW INDICATES POINT OF EXIT.

NUMBER INDICATES POSSIBLE

NUMBER OF PEOPLE THAT CAN USE THAT EXIT.

DIRECTION OF TRAVEL FOR EGRESS

FIRE EXTINGUISHER

1 HOUR RATED WALL

LIFE SAFETY LEGEND:

F.E.

2 HOUR RATED WALL

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

200 GROSS KIT

A201

A2021

A201

A202

A302

A3011

A3022 4 5 6

1.11.2 1.71.8

F.4

E.4

D.6

C.6

A301

1964 SF

DAY ROOM

1233 SF

SLEEPING

3103 SF

APPARATUS BAY

472 SF

PORCH/TOWER

FUTURE EXPANSION

OF APPARATUS BAY

FACPTRAVEL DIST= 51'

V E

L D

V E

L D

2 PEOPLE EXIT 2 PEOPLE EXIT

2 PEOPLE

EXIT

2 PEOPLE

EXIT

166+4=170/2= 85 PEOPLE EXIT

0/ 2=

P E

O P

NOTE:

SEE OTHER DRAWINGS FOR:

1. EMERGENCY LIGHTS

2. FIRE ALARM PULL STATIONS

3. STROBES

4. STROBE HORNS

5. EXIT SIGNS/LIGHTS

1 HR RATED PARTITIONS

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

W N

C E

O K

O U

T M

O U

W A

R C

O U

:2 6:

G101

RSA

2/2/15

LIFE SAFETY PLAN

O N

WALKER

COUNTY

C D

2/2/15

1/2" = 1'-0"

DOOR OCCUPANT CAPACITY

1/16" = 1'-0"

LIFE SAFETY LEGEND 1/8" = 1'-0"

OCCUPANT LOADS SF/ PERSON

1/8" = 1'-0"1 Level 1

Area Schedule (Rentable) Name Area Comments

APPARATUS BAY 3103 SF PEOPLE N/A

DAY ROOM 1964 SF 162+4=166 PEOPLE

PORCH/TOWER 472 SF

SLEEPING 1233 SF 1233/200=7 PEOPLE

Grand total: 4 6772 SF

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D at e

REF. REF. REF.

FD FD

F.E.C.

F.E.C. F.E.C.

F.E.C.

SD SD

A201

A2021

A201

A202

45' - 8" 44' - 4"

3' - 6" 6' - 8" 9' - 2" 6' - 8"

A302

A301

16B 16C

5' - 8" 14' - 0" 7' - 10" 12' - 0" 2' - 0" 2' - 0" 12' - 0" 8' - 6" 2' - 0"

21' - 10" 22' - 6"5' - 0" 4' - 5" 5' - 10" 3' - 7" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 3' - 7" 5' - 10" 4' - 5"

8" 4'

2" 8'

7" 5'

0" 5'

6" 1'

12B

21A

21 22

16A

0" 6'

6" 6'

3" 2'

23 23

8" 0'

1131 SF

DAY ROOM

2963 SF

APPARATUS BAY

323 SF

WOMEN DORM

12 220 SF

WOMEN

1131/7=162 PEOPLE

1131/15=76 PEOPLE

16D

3 16E

EQ EQ

A302

4' - 6" 5' - 8" 3' - 8"2' - 0"

0' - 6"

2' - 0" 5' - 8" 5' - 8"

1.1 1.2 1.7 1.8

F.4

E.4

D.6

C.6

14' - 6"

A303

165 SF

KITCHEN

124 SF

CHIEF

75 SF

FOYER

220 SF

MEN

325 SF

MEN DORM

65 SF

CLOSET

52 SF

FAMILY TOILET

47 SF

CLOSET

48 SF

DECON/ JAN

41 SF

FOYER

41 SF

FOYER

148 SF

TOWER

E Q

A301

1' - 6"

0" R/AR/A

R/A

A501

INSTANT HOT WATER (PROPANE)?

MAIN ELECTRIC

PANEL ?

1 HOUR WALLS

A303

ELEC WALL HEAT

A304

1' - 4"

0" 90' - 0"

1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"

1/ 4"

-0

1/ 4"

-0

1/ 4"

-0

1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0"

TRENCH DRAINS

CENTERED ON DOORS

A320

A304

HC HC

A5013

E R

W E

S T

A304

A501

A501 12

PLAN NOTES:

1. TOWER IS BUILT OF 8" METAL STUDS OR AS PER

STRUCTURAL AND CAN BE INFILLED BETWEEN PRE-

ENGINEERED BUILDING SYSTEM AS REQUIRED.

2. SEE LIFE SAFETY PLAN FOR FUTURE EXPANSION OF

APPARATUS BAY THIS SIDE FOR APPROXIMATELY 22'-6".

SIZE THIS CURRENT EXTERIOR WALL TO HOLD THAT FUTURE

ADDITION, WITH THE STIUPULATION THAT THE CURRENT

BEARING WALL STRUCTURAL COLUMNS SHALL REMAIN FOR

THE FUTURE ADDITION- JUST THE METAL SIDING WILL BE

REMOVED AND PLACED ON THE NEW ADDITION EXTERIOR

WALL.

3. TYP FIRE ALARM PULL STATION BY ALARM PANEL ONLY.

SINCE THE BUILDING IS SPRINKLERED THERE IS NO NEED FOR

PULL STATIONS.

4. TYP RECESSED FIRE EXTINQUISHER IN CABINET.

5. FIRE ALARM CONTROL PANEL.

6. TURN STONE AND EIFS THROUGH OPENINGS, TYP.

7. TYP CONCRETE SIDEWALK SCORE LINES.

8. 30' FLAG POLE AND TWO 7X5 USA FLAGS.

9. CASED OPENING THAT COULD BECOME A 36X84 DOOR IN THE

FUTURE.

10. FIXED STEEL LADDER TO LOFT HVAC ROOM.

11. DRINKING COOLER FOUNTAINS.

12. WALL MOUNTED R/A FILTER GRILLES ALLOW EASY

MAINTENANCE FOR ALL A/C UNITS.

13. TYPICAL 4" THICK CONCRETE APRON ALL AROUND BUILDING

WITH MINIMUM 1/4" PER FOOT SLOPE AWAY FROM THE

BUILDING.

14. SLOPE APPARATUS BAY DOORS AS SHOWN. NO STANDING

WATER ALLOWED ANYWHERE.

15. TYP DECORATIVE BOLLARDS WITH A TRADITIONAL LOOK.

COLOR AS PER ARCHITECT AND OWNER. SIMILAR TO BOLLARD

#2 IN SPECS.

NO LIGHT NEEDED ON THEM.

16. TYP DOWNSPOUT TO UNDERGROUND STORM WATER

DRAINS

PER CIVIL DWGS.

124/100=2 PEOPLE

165/100= 2 PEOPLE

FACP

4 5

W2 W2

4" 2'

0" 5'

15B

15A12A

290 SF

PORCH

- 0

"3' - 0"

0" 5'

6" 9'

0" 5'

- 0

15' - 8" 6' - 10" 0' - 8" 2' - 0"

90' - 0"

2' - 0"

- 0

0"2' - 0"2' - 11 1/2" 8' - 0 1/2" 3' - 0" 2' - 0" 5' - 10" 6' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0"

15-1.25" CONCRETE

-2.5" CONCRETE

-3 3/4" CONCRETE

-1" CONCRETE

-1 3/4" CONCRETE

-1" CONC.

4" 3'

6" 2'

1/4"/1'

SLOPE

4" 3'

A501

2" 3'

LINE UP WINDOWS

AND DOORS

12' - 8" 3' - 2"

6" 2'

7' - 8" 6' - 2" 7' - 10 7/8" 10' - 1 1/8" 6' - 2" 7' - 8"

CURTAINS

0"TRASH HOLE

SPRINKLER RISER:

SEE PLUMBING

A600

Sim

A600

Sim

A600

Sim

A302

A301 2

A303

A301

HORIZONTAL HVAC

124 SF

MECH RM

A304

A501 12

FIXED LADDER

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

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:2 2:

A101

RSA

2/2/15

FLOOR PLANS

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 Level 1

3/16" = 1'-0"2 Level 2

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

SD SD

SDSD SD

P P

F.E.C.

F.E.C. F.E.C.

F.E.C.

A201

A2021

A201

A202

A302

A301

0" 3'

A302

2 4 5 6

1.1 1.2 1.7 1.8

F.4

E.4

D.6

C.6

A303

A301

A303

A304

1' -0

-0

1' -0

'-0

1' -0

'-0

1'-0" / 1'-0" 1'-0" / 1'-0"

3" / 1'-0"

1'-0" / 1'-0"

1' -0

-0

A320

A304

A5013

E R

W E

S T

A304

A501

A501 12

TYP SKYLIGHT

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

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:2 2:

A102

RSA

2/2/15

ROOF PLAN

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 HIGH ROOF WALL

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

SD SD

SDSD SD

P P

F.E.C.

F.E.C. F.E.C.

F.E.C.

A201

A2021

A201

A202

A302

A301

A302

2 4 5 6

1.1 1.2 1.7 1.8

F.4

E.4

D.6

C.6

A303

E Q

EQ EQ EQ

A301

DUCT SOX (TYP)

0' - 2 7/16"

A303

A304

A320

A304

A5013

E R

W E

S T

A304

TYP TOWER SOFFIT FLOOD

LIGHT TO SHINE DOWN ON

LETTERS. ONE EA. ON THREE SIDES

OF TOWER.

A304

E E

D D

CCC

C F

E E E

EEE

E E E

BBBB

A A

A A A A

D D

12A

ACT-1

11' - 10"

ACT-1

11' - 10"

ACT-1

11' - 10" ACT-1

11' - 10"

NOTES:

1. EXTERIOR DOOR LIGHTS AND TOWER ROOF LIGHTS

ALONG WITH EXT WALL PACKS TO BE ON TIMERES AND

PHOTO CELL.

2. TYP STROBE FOR FIRE ALARM

3. TYP STROBE ALARM FOR FIRE ALARM SYSTEM

4. REFER TO ENGINEER'S DRAWINGS AND VERIFY

ANY DISCREPANCIES BEFORE WORK IS STARTED.

A501 12

EHAUST FANS

DUCT STRAIGHT UP

THROUGH ROOF

EXPOSED AND

PAINTED.

12' - 0"

X X

D12' - 0"

REFLECTED CEILING PLAN LEGEND

NOTES:

1. MAKE AS MANY OF THESE LAMPS AS POSSIBLE TO BE LED.

2. TARGET LIGHTING= 30 FC

ACT-1

2X4 SUSPENDED CEILING

SMOKE DETECTOR: HARDWIRED, INTERCONNECTED, BATTERY BACK UP

A302

A301 2

A303

A301

A304

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

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:2 2:

A121

RSA

2/2/15

FIRST FLOOR

REFLECTED CEILING

PLAN

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 Level 1 1/8" = 1'-0"

REFLECTED CEILING PLAN LEGEND

Lighting Fixture Schedule Type Mark Description Count

A 2X4 TROFFER

LIGHT-LENS

B 2X4 SUSPENDED OR

SURFACE MTD

C DECORATIVE WALL

LAMP- EXTERIOR

D DECORATIVE WALL

LAMP-INTERIOR

E PENDANT LAMP

WITH SOME

UPLIGHT

F SOFFIT CAN LIGHT

FLOOD- EXTERIOR

G WALL PACK LIGHT-

EXTERIOR

H UNDER CABINET

LINEAR LIGHT

X EXIT SIGN AND

EMERGENCY LIGHT

COMBO, BATTERY

BACKUP TOO

Grand total: 93

3/16" = 1'-0"2 Level 2

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A302

A301

A302

8' - 0"

2 4 5 6

1.1 1.2 1.7 1.8

Level 2 10' - 8"

A301

A304

0" 1'

0" 4'

TOWER FLOOR

14' - 8"

A320

7' - 0" 7' - 0"

4' - 0"4' - 0"

3' - 0"2' - 0"

A304

TYPICAL 24" X3" ALUM. LETTERS

FOR ADDRESS AND SIGNS. COLOR

BY ARCHITECT/OWNER.

FAKE EMERGENCY

LIGHT LEVEL

-5' - 6"

3' - 6"

4' - 0"

8" 3'

1' -0

'-0

1'- 0"

/ 1 '-0

1'-0" / 1'-0"

TRIM LINE

TYP 24" METAL LETERS

COLOR AS PER ARCHTIECT/ OWNER

TYP BRACKET

8' - 0"8' - 0"

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A302

A301

A302

1.11.21.71.8

Level 2 10' - 8"

A301

A304

TOWER FLOOR

14' - 8"

A320

A304

FAKE EMERGENCY

LIGHT LEVEL

-5' - 6"

TYP DOWNSPOUT

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

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O K

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T M

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W A

R C

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:2 2:

A201

RSA

2/2/15

BUILDING ELEVATIONS

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 South

3/16" = 1'-0"2 North

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

B GFE

F.4

E.4D.6C.6

A303

Level 2 10' - 8"

A303

TOWER FLOOR

14' - 8"

A304

3' - 6"

A304

2' - 0"

FAKE EMERGENCY

LIGHT LEVEL

-5' - 6"

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

0" 4'

/1 6"

G F E

F.4

E.4 D.6 C.6

D A

A303

Level 2 10' - 8"

A303

7' - 0" 3' - 6"

"TOWER FLOOR

14' - 8"

6" / 1 '-0" 6" / 1'-0"

6" / 1'-0"

3" / 1'-0"

A304

2' - 0"

3' - 10" 3' - 10"

FAKE EMERGENCY

LIGHT LEVEL

-5' - 6"

1'- 0"

/ 1 '-0

" 1'-0" / 1'-0"

1' -0

'-0

8" 3'

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

W N

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O K

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:2 2:

A202

RSA

2/2/15

BUILDING ELEVATIONS

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 East

3/16" = 1'-0"2 West

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

LOW ROOF WALL

12' - 0" LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

6" / 1 '-0"

G F E

F.4

E.4 D.6 C.6

D A

A303

Level 2 10' - 8"

A303

3' - 4"

TOWER FLOOR

14' - 8"

A304

2' - 0"

A320

PRE-ENGINEERED MTL BLDG TO USE THIS TYPICAL

CONTROL POINT OF THE TOP OF WALL AT 12' AFF

AND CONSTRUCT THEIR ROOF STRUCTURE PURLIN

TIGHT TO THIS POINT WITH THE OUTSIDE OF STEEL

GRID LINE.

PRE-ENGINEERED MTL BUILDING ROOF TO LINE UP

WITH REAR OF BLDG SOFFIT LINE THAT COMES FROM

THE STANDARD 6/12 PITCH.

6" / 1'-0"

3" / 1'-0"

6" / 1'-0"

8 1/2" / 1'-0" 8 1

/2" / 1

'-0

A600

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

BG F E

F.4

E.4 D.6 C.6

D A

A303

Level 2 10' - 8"

A303

TOWER FLOOR

14' - 8"

A304

0" 2'

6" / 1'-0"

6" / 1 '-0"

17' - 8"

TYP GYP BD "PARAPET" RISES

1' ABOVE ROOF

TYP METAL LINER PANEL "ROOF" ON

STRUCTURE AS PER STRUCT. DWGS.

HVAC UNIT

AND DUCT

6" / 1 '-0" 6" / 1'-0"

3" / 1'-0"

4' - 0"

0" 1'

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

W N

C E

O K

O U

T M

O U

W A

R C

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:2 2:

A301

RSA

2/2/15

BUILDING SECTIONS

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 DAYROOM SECTION

3/16" = 1'-0"2 MECHANICAL FLOOR SECTION

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

T ectonic Cop yright 2007

T ectonic Cop yright 2007 T ectonic Cop yright 2007

T ectonic Cop yright 2007

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

BG F E

F.4

E.4 D.6 C.6

D A

A303

Level 2 10' - 8"

A303

TOWER FLOOR

14' - 8"

8" 5'

8" 7'

A304

A302

9' - 0" 9' - 0"

6" / 1 '-0"

6" / 1'-0"

10' - 0"

12' - 1 13/16"

6" / 1 '-0"

6" / 1'-0"

1'- 0"

/ 1 '-0

1'-0" / 1'-0"

6" / 1'-0"

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

B GFE

F.4

E.4D.6C.6

A303

Level 2 10' - 8"

A303

TOWER FLOOR

14' - 8"

A304

A320

SKYLIGHT6" / 1

'-0"

6" / 1'-0"

TOWER ROOF

WALL

30' - 0"

TOWER FLOOR

14' - 8"

TOWER BRACKET/SOFFIT (TYP ALL BRACKETS ON JOB)

TOWER RECESS SILL

TOWER ARCH TRIM

STRUCTURE AS REQ'D

SEE STRUCTURAL DWGS:

STRUCTURE CAN BE STICK

BUILT IN CONJUNCTION WITH

METAL BUILDING. FINISHES ON

THE OUTSIDE ARE TYP TO THE

REST OF THE BUILDING.

0' - 4"

0' - 2 1/8"

0' - 2"

2" THICK EIFS BAND AROUND THE TOWER, CONT.

FASCIA TRIM BY METAL

BLDG MANUF

TYP METAL SOFFIT PANEL

BY METAL BLDG, MANUF.

3/4" ADVANTEC PLYWOOD FLOOR (VERIFY W/ STRUCTURAL)

PROVIDE ACCESS HATCH IN ALL FLOORS OF TOWER.

2' - 0"

0' - 3" 0' - 0 1/2"

2" 0'

45.00° 0' - 3 1/2"

0' - 3 1/2" CHAMFERED ENDS, TYP

FOR 4X4 PRESSURE

TREATED LUMBER

BRACKETS, STAINED.

0' - 1 1/2"

TYP BRACE CUT INTO EACH

OTHER AS SHOWN BOTH

ENDS.

TYP 1 1/2" EIFS ON 5/8" GYP SHEATHING AS PER SPECS.

21' - 0"

0' - 1 1/2"

0' - 2"

TYP 2" THICK EIFS "SILL" TRIM

TYP CONT. DRIP

TYP EIFS SLOPE OF 3".

STURCTURE AS

PER STRUCT.

DWGS

0' - 2"0' - 2"

TYP 2" THICK EIFS TRIM ARCH ADDED

TO 1 1/2" EIFS SIDING"J" TRIM AROUND METAL

TYP SOFFIT PANEL

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

W N

C E

O K

O U

T M

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W A

R C

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:2 2:

A302

RSA

2/2/15

BUILDING SECTIONS

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 TOWER SECTION

3/16" = 1'-0"2 APPARATUS BAY SECTION1

1 1/2" = 1'-0"3 TOWER EAVE & BRACKET

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

T ectonic Cop yright 2007T ectonic Cop yright 2007

0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A302

A301

A302

1.11.21.71.8

Level 2 10' - 8"

A301

A304

TOWER FLOOR

14' - 8"

A320

A304

A320

SUSP A/C UNIT ABOVE

CLG

2" TYP BED PARTITION OF TYP GYP BD

WITH STEEL CHANNEL ANCHORED

TO FLOOR ON THE FREE SIDE TO

KEEP IT FROM TURNING OVER. CUT

45 DEGREE CORNER OFF AS SHOWN.

45.00°

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A302

A3011 2

A3022 4 5 63

Level 2 10' - 8"

A301

RADIANT HEAT STRIPS

A304

A320

5' - 0"

CANOPY SIM. CONST.

TO TOWER. STANDING

SEAM ROOF & METAL

SOFFIT.

METAL LINER "ROOFS"

TYP "1' HIGH GYP BD "PARAPETS"

DUCT SOK

TYP MOUNT "EXIT" SIGN

PER CODE DOWN JUST

ABOVE TRANSOM (NOT

AS SHOWN).

10' - 0"10' - 0"

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

W N

C E

O K

O U

T M

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W A

R C

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:4 1:

A303

RSA

2/2/15

BUILDING SECTIONS

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 DORM SECTION

3/16" = 1'-0"2 TRANSVERSE SECTION

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

T ectonic Cop yright 2007

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

B GFEC D

A303

Level 2 10' - 8"

A303

TOWER FLOOR

14' - 8"

A304

A320

TV (NIC)

3" / 1'-0"

6" / 1 '-0"

6" / 1'-0"

2 HR WALL W/

SIMILAR DETAIL

ABOVE SIMPLE SAVER

FABRIC EXPOSED

LINER.

6" / 1 '-0"

10' - 0"

SEAMLESS BEND IN

SHEET METAL ROOF,

BY METAL BLDG

MANUF

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A302

A3011 2 43

Level 2 10' - 8"

A301

A304

DIVIDING WALL TIGHT TO

INSULATION/VINYL LINER

(SIMPLE SAVER SYSTEM).

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A302

4 3

TOWER FLOOR

14' - 8"

WRAP WALL FINISHES

THROUGH

ARCHES, TYP

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A302

TOWER FLOOR

14' - 8"

3' - 6"

2" X 12" APPLIED EIFS TRIM,TYP

ALL 4 WALLS INSIDE TOWER.

0" 9'

TYP METAL SOFFIT PANELS

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

A3024 3

TOWER FLOOR

14' - 8"

2' - 0"

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

HIGH ROOF WALL

16' - 0"

TOWER ROOF

WALL

30' - 0"

Level 2 10' - 8"

10' - 0"

6" / 1 '-0"

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

T O

W N

C E

O K

O U

T M

O U

W A

R C

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:2 2:

A304

RSA

2/2/15

BUILDING SECTIONS

O N

WALKER

COUNTY

C D

2/2/15

3/16" = 1'-0"1 STORAGE ROOM SECTION

3/16" = 1'-0"2 DORM END WALL SECTION

3/16" = 1'-0"3 TOWER SECTION TRANSVERSE

3/16" = 1'-0"4 TOWER SECTION FRONT DOOR 3/16" = 1'-0"5 CHEIF OFFICE SECTION

3/16" = 1'-0"6 DECON/JAN SECTION

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

LOW ROOF WALL

12' - 0"

0' - 8" 0' - 8"

10' - 0"

FRAMING AS REQ'D TO HOLD

5/8" GYP SHEATHING AND

1.5" EIFS. THIS FORMS A

DECORATIVE "BEAM"

8" DEEP RAFTER BY METAL BUILDING MANUF TO

COLUMNS AS REQUIRED.

0' - 1 1/2" 0' - 6 1/2"0'

2" 0'

1/ 2"

2' - 0"

0' - 2"

0' - 1 1/2" 0' - 1 1/2"

0' - 8"

2" 0'

1/ 2"

3' - 0"

0' - 1"

COLUMN BASE: GALV. MTL STUDS W/ 5/8" CEMENT BOARD COVERED

WITH LIQUID WATERPROOFING THE SAME AS WALLS, STONE VENEER

AND CAP TO MATCH WALLS.

FND AS PER STRUCTURAL DWGS.

2' - 0"

COLUMN: FIBERGLASS OR PVC CUSTOM

MADE BY MANUF.

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

TOWER FLOOR

14' - 8"

9' - 0"

A320

SEE 7/A320 FOR SIMILAR

DETAILS

TYP JOG IN MTL JAMB

TRIM BEYOND

SEE 3/A320 FOR

SIMILAR DETAILS

SEE 6/A320 FOR

SIMILAR DETAILS

FRAMING AS PER MTL BLDG

MANU., TYP

PVC STARTER TRACK

AND SEALANT, TYP

Level 1 0' - 0"

HIGH ROOF WALL

16' - 0"

F.4

2' - 0"

0' - 3" 0' - 3"

TYP BLDG LINE

8' - 0"

3' - 0"

TOWER ROOF

WALL

30' - 0"

34SUPPORT FOR

TRIM AS REQ'D.

0' - 1 1/2"

0' - 1 1/2" 0' - 0 5/8"

0' - 1 1/2"

0' - 1 1/8"

0' - 1 1/2" 0' - 0 5/8"

0' - 1 1/2"

4" 0'

2" 0'

1/ 2"

WALL SECTION NOTES:

1. TYP METAL BUILDING SIDING.

2. CONTINUOUS THERMAL TAPE ON ALL EXTERIOR METAL STRUCTURE TO WHICH METAL

WALL PANELS ATTACH IN ORDER TO CREATE A THERMAL BREAK.

3. SIMPLE SAVER 8" BATT INSULATION WITH VINYL SHEET EXPOSED TO THE INSIDE.

COLOR AS PER ARCHITECT/OWNER. USE MANUF HOLDING CLIPS, ETC, FOR COMPLETE

INSTALLATION. ROOF AND WALLS ARE R30 AND THE SAME MATERIAL. ALL PURLINS COVERD

BY VINYL SHEET.

4. HEAVEY DUTY 8" FLOOR TRACK ANCHORED TO FLOOR OVER CONT. THERMAL ROLL.

5. CONTINUOUS THERMAL ROLL BETWEEN CONCRETE AND FLOOR TRACK. THIS IS AN

INSULATION AND INSECT BARRIER.

6. CONT. R15 3" RIGID FOUNDATION INSULATION SUITABLE FOR IN GROUND INSTALLATION.

7. CONT. 4" CONCRETE APRON TO PROTECT THE PERIMETER FLOOR INSULATION AND

PROVIDE MOWING PROTECTION FOR THE WALL. SLOPE 1/4" PER FOOT AWAY FROM

BLDG. AND START 1/2" BELOW FINISHED FLOOR AS SHOWN.

8. CONTINUOUS PREFORMED MANUFACTURER'S INSULATION CLOSURE STRIP TO STOP

AIR AND INSECT MIGRATION.

9. CONT. METAL FLASHING ANGLE/DRIP WITH MIN. 3" VERTICAL LEG. FASTEN SECURELY

TO FORM A POSITIVE PRESSURE PLANE AGAINST THE PREMOULDED WATER STOP

MEMBRANE BEHIND IT.

10. REVERSE METAL WALL PANELS TO 8' AFF. COLOR AS PER OWNER/ARCHITECT.

11. 1/2" SEALANT JOINT/ BACKER ROD. THIS WILL KEEP ANY WATER INSIDE THE

BUILDING FROM SOAKING BACK INTO THE WALL CAVITY.

12. STRUCTURE AS PER STRUCTURAL DRAWINGS.

13. TYP PRE-MOLDED CONT. 1/2" THERMAL BREAK FIBER JOINT X 4" DEEP.

14. CONTINUOUS WATER STOP WATERPROOFING ROLL MEMBRANE A MINIMUM OF 6"

VERTICALLY, PEEL AND STICK MEMBRANE. THIS WILL STOP ANY BLOWING RAIN FROM

ENTERING THE BUILDING.

15. HEAVY GAUGE BREAK METAL "L" SHAPE TRIM TO COVER METAL LINER INSIDE AND

SLIP BEHIND DOOR FRAME. COLOR TO MATCH INTERIOR METAL PANELS. NEATLY AND

UNIFORMLY INSTALL FASTENERS. NOTE TRANSITION TO WALL WHERE METAL PANEL

STOPS. THE "L" SHAPE IS 2"X9"X CONT. THE ANGLE GOES OVER THE VINYL. THIS TRIM

GOES AROUND WINDOWS AND DOORS ALIKE.

16. CONT. "L" SHAPE HEAVY GAUGE ANGLE TO FASHEN WINDOW/DOOR TO AND ALSO

TO FASTEN GYP BD OR CEMENT BOARD TO AS WELL. "L" SHAPE IS 1"X4" X CONT.

SEE STRUCTURAL DWGS.

17. 5/8" GYPSUM SHEATHING EQUAL TO GA. PACIFIC DENS-GLAS. ALL SHEATHING TO BE

COVERED WITH BREATHABLE LIQUID APPLIED AIR AND MOISTURE BARRIER EQUAL TO

STOGUARD, AND FLASHINGS TO BE USED AT OPENINGS AS PER MANUF.

18. 1.5" THICK EIFS SIMILAR TO STO DRAINABLE SYSTEM APPLIED WITH VERTICAL BEADS

OF GLUE SO ANY MOISTURE CAN RUN DOWN AND OUT PVC TRIMS THAT HAVE WEEPS.

EQUAL TO STO THERM CLASSIC NEXT SYSTEM (DRAINABLE).

19. 1/2" SEALANT AND BACKER ROD AGAINST EIFS THAT HAS BACKWRAPPED FINISH.

20. "I-DRIP" PVC COMBINATION 3" DEEP CONT.STARTER STRIP WITH WEEPS IN FRONT AND A

LIP. PAINT TO MATCH EIFS. SEE SPECS. SEE 1.5" DEEP "I-DRIPS" AT ROOF WALLS.

GET APPROVAL FROM ARCHITECT BEFORE PURCHASING. iDT-3 FOR 3", iDT-15 FOR 1 1/2".

21. 5/8" CEMENT BOARD FOR MOUNTING STONE. FIRST INSTALL TYP LIQUID WATERPROOFING

JUST AS FOR SHEATHING UNDER EIFS.

22. TYP. CONT. STONE CAP. MANUFACTURED STONE.

23. TYP. LIGHTWEIGHT MANUF. STONE VENEER GLUED TO SHEATHING. SEE SPECS.

24. PROVIDE EXTRA STRUCTURE AT JUNCTURE OF STONE AND EIFS SO THAT THE STONE

VENEER HAS EXTRA STIFFNESS FOR ITS SUBSTRATE OF CEMENT BOARD. SEE STRUCTURAL

DWGS.

25. UNDER WINDOW SILL FLASHING TO MATCH ALUM WINDOWS.

26. TYP SOLID SURFACE WINDOW SILLS ON 3/4" PLYWOOD.

27. TYP. STANDING SEAM METAL ROOF ON ISOLATION BLOCKS.

28. TYP. METAL BUILDING METAL SOFFIT PANELS. PERFORATE AS REQ'D WHERE THERE

IS NO INSULATION ABOVE SUCH AS AT OVERHANGS AND PORCH.

29. TYP 2" X 1.5" "L" TRIM CONTINUOUS ALONG TOP OF ALL INTERIOR METAL WALL PANELS.

MATCH COLOR OF PANEL.

30. TYP GUTTER SIZED BY METAL BUILDING MANUF AND INCLUDE DOWNSPOUTS. INSTALL

OVER METAL BLDG MANUF METAL FASCIA SIMILAR TO THAT SHOWN. SEE CIVIL FOR

UNDERGROUND STORMDRAINS FOR EACH DOWNSPOUT.

31. TYP PRE-ENGINEERED STRUCTURE AS REQ'D BY MANUF.

32. FLASHING BY PRE-ENGINEERED METAL BLDG MANUF. LEAVE MIN. 2" SPACE TO EIFS.

33.1 LAYER 5/8" "X" GYP BD 1 HOUR WALL WITH FULL THICK INSULATION.

34. 1 HOUR FIRE SAFING INSULATION ON IMPALING CLIPS TO HOLD IT IN PLACE.

35. MTL BLDG MANUF CLOSURE TRIM FOR METAL SOFFIT PANELS. TYPICAL AT ALL SOFFITS.

0' - 0 3/4"

0' - 1 1/2" 0' - 0 5/8"

0' - 1 1/2"

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

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A320

RSA

2/2/15

WALL SECTIONS

O N

WALKER

COUNTY

C D

2/2/15

1 1/2" = 1'-0"1 COLUMN SECTION

1 1/2" = 1'-0"2 TYP STONE/EIFS WALL SECTION

1 1/2" = 1'-0"3 TYP METAL BLDG WALL SECTION

1 1/2" = 1'-0"4 1 HR WALL AT SPLIT ROOF

1 1/2" = 1'-0"5 1 HR WALL AT FLAT ROOF SECTION

1 1/2" = 1'-0"6 TYP WAINSCOT DETAIL

1 1/2" = 1'-0"7 VINYL WINDOW-DOOR JAMB DETAIL

1 1/2" = 1'-0"8

METAL PANEL WINDOW-DOOR JAMB

DETAIL

TYP WINDOW/DOOR HEAD

TYP WINDOW SILL SECTION

TYP STONE WALL/FLR SECTION

TYP EIFS/ SOFFIT DETAIL

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D es cr ip tio n

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REF. REF. REF.

T ectonic Cop yright 2007

A302

D.6

A5014

5 2

3' - 0" 2' - 0" 2' - 9" 3' - 0" 2' - 0"

0" 3'

8" 3'

2' - 0" 2' - 0 5/8"

H H H

0" 1'

1/ 2"

2" 3'

STAINLESS STEEL SHELF

THROUGH THE OPENING,

SUPPORT ON BRACKETS

AS REQ'D.

6" 2'

1' - 5 9/16"

A501

6" STUDS THIS WALL FOR TOILET

7' - 6"

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

B C3 A304

A304

4' - 0"

0" 0'

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

Level 2 10' - 8"

COIL ROLL UP WINDOW DOOR

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

A302

Level 2 10' - 8"

A304

2' - 0" 2' - 0 5/8"

6" 1'

REF (NIC)

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

D.6

Level 2 10' - 8"

MICROWAVE

0" 1'

2' - 0 1/32" 3' - 0" 2' - 9" 3' - 0" 2' - 0 3/32"

COMBO MICRO WAVE AND STOVE

W/ FIRE EXTINGUISHING CANISTERS

Level 1 0' - 0"

LOW ROOF WALL

12' - 0"

A302

Level 2 10' - 8"

0" 1'

3' - 0 1/2" 2' - 0 1/8" 2' - 9" 2' - 0" 3' - 0"

3' - 0"1' - 3"4' - 6"2' - 0"

Level 1 0' - 0"

BABY CHANGING

TABLE. HGT PER

ADA

Level 1 0' - 0"

PAPER TOWELSSOAP

Level 1 0' - 0"

SANITARY NAPKIN DISP

T.P. HOLDER

3' - 5"

Level 1 0' - 0"

Level 2 10' - 8"

A303

2' - 6" 2' - 6"

1' - 0" 1' - 0"

8" DEEP STAINLESS

STEEL WALL SHELF

ADA INSULATION JACKETS,TYP

SOLID SURFACE COUNTER TOP , BACKSPLASH

AND SKIRT. MOUNT ON STRUCTURE AND BRACKETS

AS REQ'D, BUT BRACKETS NEED TO BE STEEL

ANGLES EMBEDDED IN THE WALL FASHIONED IN

A RIGHT ANGLE AND ATTACHED TO STUDS SO A LOAD

APPLIED TO THE COUNTER WILL NOT CAUSE IT TO

DEFLECT OR TEAR OFF THE WALL.

1.7 1.8

A320

2' - 6"

2' - 2"

0' - 4"

2' - 2"

TYP COLUMNS MADE OF

FIBERGLASS OR PVC,

ALL CUSTOM MADE BY

MANUF.

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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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A501

RSA

2/2/15

PLAN DETAILS

O N

WALKER

COUNTY

C D

2/2/15

1/4" = 1'-0"1 KITCHEN ENLARGED PLAN

1/4" = 1'-0"2 HC TOILET

3/8" = 1'-0"3 TOWER WEST

3/8" = 1'-0"4 1 3/8" = 1'-0"5 2

3/8" = 1'-0"6 3 3/8" = 1'-0"7 4

3/8" = 1'-0"8 5 3/8" = 1'-0"9 6

3/8" = 1'-0"10 7 3/8" = 1'-0"11 8

3/8" = 1'-0"12 9

1/2" = 1'-0"13 COLUMN PAIR PLAN

R ev is io n N um be r R ev is io n

D es cr ip tio n

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LOW ROOF WALL

12' - 0"

TOWER FLOOR

14' - 8"

A320

9' - 0"

SEE 7/A320 FOR SIMILAR

DETAILS

HORIZONTAL FURRING INSTEAD

OF METAL BUILDING PANEL.

FURRING IS SAME THICKNESS AS

PANELS.

TYP MTL JAMB

TRIM BEYOND

SEE 3/A320 FOR

SIMILAR DETAILS

SEE 6/A320 FOR

SIMILAR DETAILS

FRAMING AS PER MTL BLDG

MANU., TYP

FROM 9' AFF AND UP

USE PRE-ENGINEERED MTL

BLDG COMPONENTS.

BELOW THIS 9' METAL BLDG

BEAM USE STANDARD 8"

METAL STUDS.

TYP 6" RUBBER BASE AT

ANY GYP BD WALLS.

GYP BD RETURN BEYOND

TYP PVC STARTER TRACK AND SEALANT

TYP I-DRIP CONT. AT WINDOWS WITH

DAMS AT ENDS.

GYP BD RETURN BEYOND

8' - 0"

TOP AND BOTTOM FURRING

TO BE SOLID FACED TO THE

SHEATHING FOR SUPPORT.

TYP 8" METAL STUDS FILLED

WITH FULL THICK SIMPLE SAVER

SYSTEM OF INSULATION.

TYPICAL SIMPLE SAVER SYSTEM

OF FULL THICK INSULATION AND

VINYL CLASS A COVERING

TO THE ROOM.

WIND BEAM BY METAL BLDG

MANUF TO SUPPORT LOAD FROM

STICK FRAMING BELOW.

SILL DETAIL

WINDOW HEAD DETAIL

FLOOR SILL DETAIL

WALL/ROOF DETAIL

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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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:0 7:

A600

RSA

2/2/15

WALL TYPES

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WALKER

COUNTY

C D

2/2/15

WALL SCHEDULE:

1. USE MOISTURE RATED GYP BD IN TOILETS ROOMS.

2. INSTALL 3" SOUND BATTS IN ALL INTERIOR WALLS.

W1= NON-RATED 3-5/8" METAL STUDS WITH ONE LAYER 5/8" GYP BD EACH SIDE PAINTED.

W2= 1 HOUR RATED WALL EQUAL TO UL U423 (METAL)OR U301 (WOOD). ONE LAYER

5/8" "X" GYP BD EACH SIDE OF METAL STUDS. SEE PLAN FOR NOMINAL 4" OR 8"

STUDS.

W4= NON-RATED 6" METAL STUDS WITH ONE LAYER 5/8" GYP BD EACH SIDE PAINTED.

Wn = WALL SYMBOL ON PLAN

1 1/2" = 1'-0"1

TYP STUD OPTION STONE/EIFS WALL

SECTION

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

D1 D2 D23 D24 D26 D27

HARDWARE FUNCTION:

C= CLASSROOM (KEY SETS OPERATION BOTH SIDES, ALWAYS OPEN FROM INSIDE)

E= ENTRY (KEY OUTSIDE, PUSH LOCK INSIDE OPERATED BEFORE EXIT)

O= OFFICE (KEY OUTSIDE UNLESS PUSH LOCK IS OFF INSIDE. ALWAYS OPEN INSIDE)

P= PASSAGE (LATCH ALWAYS OPENS BOTH WAYS)

PP= PUSH/PULL (ALWAYS OPEN BOTH WAYS, NO LATCH)

PR= PRIVACY (THUMB LOCK INSIDE, EMERGENCY OPEN OUTSIDE)

S= STORAGE (OPENED OUTSIDE BY KEY ONLY, ALWAY OPEN INSIDE)

REMARKS:

CL= CLOSER

D= DUTCH DOOR

DB= DEAD BOLT

EL= ELECTRIC STRIKE RELEASE LOCK WITH REMOTE BUTTON.

HCL= HOLD OPEN CLOSER

HFB= HEAD AND FOOT BOLTS

K= KICK STOP

KP(1,2)= KICK PLATE ON (1) PUSH SIDE, (2) BOTH SIDES

MHO= MAGNETIC HOLD OPEN (BY ELEC CONTRACTOR)

WITH SMOKE DETECTOR.

M= MANUFACTURER'S HARDWARE TO GO WITH ALUM STOREFRONT DOORS.

N= SIGNS FOR TOILETS AS PER ADA REQUIREMENTS. BRAIL AND

SYMBOLS AT 60" AFF ON STRIKE SIDE OF DOOR.

PE= PEEP HOLE

PH(R,B)= PANIC HARDWARE (R=RIM, B=BAR/PIPE AWAY FROM DOOR)

PHF(R,B)= PANIC HARDWARE FIRE RATED (R=RIM, B=BAR/PIPE AWAY FROM DOOR)

R= READER CARD SYSTEM LOCKS

RM= REMOVABLE MULLION

SHO= SMOKE DETECTOR HOLD OPEN CLOSER. DETECTOR IS

IN THE CLOSER ITSELF.

SS= SOUND SEAL AROUND ENTIRE DOOR. AUTOMATIC DOOR BOTTOM..

T= THUMB BOLTS INTO COUNTER OR HEAD, VERIFY WITH ARCHITECT.

TH= THRESHOLD

W= FULL WEATHERSTRIPPING INCLUDING THRESHOLD AND GASKETS ALL AROUND

DOOR.

GENERAL NOTES:

1. LEVER HANDLE HARDWARE..

2. RATED DOORS REQUIRE RATED HARDWARE AND FRAMES IF REQ'D IN SCHEDULE.

3. GLASS RATED FOR FIRE AND IMPACT IF REQ'D IN SCHEDULE. USE CLEAR GLASS

INSTEAD OF WIRE.

4. SEE SPECS FOR SPECIFIC HARDWARE SETS THAT GO ALONG

WITH THIS SCHEDULE.

5. IT IS INTENDED FOR DOOR FRAMES TO BE THE WRAP- AROUND TYPE THAT COMPLELY

RECEIVES THE WALL THICKNESS INTO ITS FRAME. THEREFORE REFER TO THE WALL

THICKNESS TO BE SURE THE FRAME WRAPS AROUND THAT THICKNESS. HOWEVER, FOR

COST SAVINGS IF THE WALLS AS DRAWN CAN BE DOWNSIZED AS PER STUD

MANUFACTURER'S RECOMMENDATIONS THEN THE DOOR FRAMES LIKEWISE CAN BE

LESSENED IN WIDTH. FURTHERMORE, IF MORE SAVINGS ARE NEEDED DOOR FRAMES DO

NOT NEED TO WRAP THICK WALLS, BUT THE WALL RATING MUST WRAP BACK TO THE

FRAME.

DOOR HARDWARE LEGEND

WINDOW LEGEND

3627232221 21A 31

0" 3'

6" 3'

0" 3'

0" 6'

0" 2'

SEE MECH FOR SIZE

NOTES:

1. FIXED ALUMINUM THERMAL FRAMES (COLOR BY ARCHITECT/OWNER), DOUBLE GLAZE LOW E GLASS.

2. RATED FRAME CAN BE STEEL PAINTED.

4' - 0" 4' - 0" 4' - 0"

5' - 4"

0" 4'

5' - 4"

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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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:2 6:

A610

RSA

2/2/15

DOOR, WINDOW,

FINISH SCHEDULES

AND DETAILS

O N

WALKER

COUNTY

C D

2/2/15

DOOR SCHEDULE

Door

Number Type Door FIRE

RATING Hardware Frame

CommentsWidth Height Thickness Material Finish Under Cut Type Material Finish Jamb Head

2 D23 3' - 6" 7' - 0" GLASS/AL

C,HCL,PHR

2A D23 3' - 6" 7' - 0" WOOD C,HCL,PHR

2B D2 3' - 6" 7' - 0" 0' - 1 3/4" STEEL 45 MIN C,CL,KP2

3 D24 3' - 6" 7' - 0" 0' - 1 3/4" WOOD C,HCL,PHR

,W,PE

4 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD O

5 D2 3' - 0" 7' - 0" 0' - 1 3/4" WOOD C,CL,KP2

5A D26 3' - 0" 4' - 0" 0' - 2" STEEL FACTORY

6 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD S,HCL

7 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD C,CL,KP2,P

8 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD PR,CL,KP2

9 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD S,HCL

11 D1 3' - 0" 7' - 0" 0' - 1 3/4" STEEL 45 MIN P,CL,KP2

12A D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD 45 MIN C,CL,KP2,P

12B D24 3' - 0" 7' - 0" 0' - 1 3/4" STEEL S,CL,W,

KP2,PE

13 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD P,CL,KP2

14 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD P,CL,KP2

15A D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD 45 MIN C,CL,KP2,P

15B D24 3' - 0" 7' - 0" 0' - 1 3/4" STEEL S,CL,W,

KP2,PE

16A D31 3' - 6" 7' - 0" 0' - 1 3/4" STEEL 45 MIN S,CL,W,

KP2,PE

16B D27 12' - 0" 12' - 0" 0' - 2 1/8" ALUM OR

STEEL &

GLASS

FACTORY,

16C D27 12' - 0" 12' - 0" 0' - 2 1/8" ALUM OR

STEEL &

GLASS

FACTORY,

16D D24 3' - 6" 7' - 0" 0' - 1 3/4" STEEL S,CL,PE,K

P1,W

16E D2 3' - 6" 7' - 0" 0' - 1 3/4" STEEL 45 MIN P,CL,KP2

17 D1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD S,HCL

1/4" = 1'-0"

DOOR LEGEND

1/4" = 1'-0"

DOOR HARDWARE LEGEND

Window Schedule

Type Mark R.O.

Comments CountWidth Height

21 4' - 0" 4' - 0" 3 21A 4' - 0" 3' - 6" 1

22 4' - 0" 4' - 0" 45 MIN RATED 1

23 5' - 4" 6' - 0" 4 27 5' - 4" 2' - 0" 7 31 2' - 6" 2' - 6" 3 36 1' - 4" 3' - 10" 2 Grand total: 21

Room Schedule Room

Number Room Name Floor Finish Base Finish Wall Finish Ceiling Finish Ceiling Height Comments

1 TOWER CONC STONE/EIFS METAL SOFFIT 14' - 0"

1A PORCH CONC STONE/EIFS METAL SOFFIT HEIGHT VARIES

2 FOYER LVT 6" RUBBER PAINTED SIMPLE SAVER HEIGHT VARIES

3 DAY ROOM LVT 6" RUBBER REVERSE MTL LINER TO 8' ON EXT. WALL,

SIMPLE SAVER,PAINTED

SIMPLE SAVER HEIGHT VARIES

4 CHIEF LVT 6" RUBBER PAINTED SIMPLE SAVER HEIGHT VARIES

5 KITCHEN LVT 6" RUBBER PAINTED NONE

6 CLOSET LVT 6" RUBBER REVERSE MTL LINER TO 8' ON EXT. WALL,

SIMPLE SAVER, PAINTED

METAL SOFFIT HEIGHT VARIES

7 FOYER LVT 6" RUBBER PAINTED NONE

8 FAMILY TOILET LVT 6" RUBBER PAINTED METAL SOFFIT 10' - 0"

9 CLOSET LVT 6" RUBBER PAINTED METAL SOFFIT 10' - 0"

10 FOYER LVT 6" RUBBER PAINTED NONE

11 DECON/ JAN CONC 6" RUBBER FRP PANELS METAL SOFFIT HEIGHT VARIES

12 WOMEN DORM LVT 6" RUBBER REVERSE MTL LINER TO 8' ON EXT. WALL,

SIMPLE SAVER, PAINTED

SAT 11' - 10"

13 WOMEN LVT 6" RUBBER REVERSE MTL LINER TO 8' ON EXT. WALL,

SIMPLE SAVER, PAINTED

SAT 11' - 10"

14 MEN LVT 6" RUBBER REVERSE MTL LINER TO 8' ON EXT. WALL,

SIMPLE SAVER, PAINTED

SAT 11' - 10"

15 MEN DORM LVT 6" RUBBER REVERSE MTL LINER TO 8' ON EXT. WALL,

SIMPLE SAVER, PAINTED

SAT 11' - 10"

16 APPARATUS BAY CONC NONE REVERSE MTL LINER TO 8' ON EXT. WALL,

SIMPLE SAVER, PAINTED

SIMPLE SAVER HEIGHT VARIES, MTL WALL

LINER TO 8' ALL 4 WALLS

17 MECH RM PLY WD NONE PAINTED UNFINISHED HEIGHT VARIES

1/4" = 1'-0"

WINDOW LEGEND

R ev is io n N um be r R ev is io n

D es cr ip tio n

R ev is io n D

CHECKER:

AUTHOR:

DATE:

JOB NO:

SHT TITLE:

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

CONSULTANT:

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A901

RSA

2/2/15

3D VIEWS

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WALKER

COUNTY

C D

2/2/15

1 PERSPECTIVE EYE LEVEL FRONT

4 ISO WITHOUT ROOF HIGH

2 PERSPECTIVE REAR EYE LEVEL

3 PERSPECTIVE FROM ENGINE BAY

R ev is io n N um be r R ev is io n

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HVAC SPECIFICATIONS:

1. CONTRACTOR TO PROVIDE COMPLETE HVAC SYSTEM TO INCLUDE ALL

LABOR, MATERIALS, TOOLS, AND EQUIPMENT FOR A COMPLETE & FUNCTIONAL SYSTEM

INCLUDING ALL NECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOT

SPECIFICALLY CALLED OUT.

2. ALL WORK TO CONFORM TO LOCAL, STATE, & FEDERAL CODES.

3. DUCTWORK TO BE GALVANIZED SHEET METAL WITH MINIMUM OF 2” F. G.

INSULATIONON ON OUTSIDE OF DUCT. DUCT DIMINESIONS ARE CLEAR

DIMENSIONS. DUCT WORK TO BE CONSTRUCTED AND SEALED IN ACCORDANCE WITH

SMACNA MANUAL FOR PRESSURE OF 1”.

4. ROUND DUCT OF EQUIVALENT SIZE MAY BE USED PER OWNER APPROVAL. ROUND DUCT

INSTALLED IN CONDITIONED SPACE TO BE INSULATED PER OWNER REQUEST.

5. SUPPLY TAKEOFFS TO HAVE SCOOP AND DAMPER AND TO BE AIR TIGHT.

6. GRILL TAKEOFFS TO BE ROUND METAL PIPE WITH A MAXIMUM OF 6 FT. OF

FLEXIBLE DUCT CONNECTD TO THE DIFFUSER.

7. DIFFUSER TO BE 2 X 2 LAY-IN PER OWNER SELECTION.

8. AIR HANDLING EQUIPMENT TO HAVE CANVASS OR RUBBER CONNECTION TO

METAL DUCT WORK.

9. SYSTEM TO BE BALANCED TO AIR QUANTITIES AS SHOWN.

10. AIR HANDLING UNITS TO HAVE DRAIN PANS WITH MOISTURE SENSOR.

CONDENSATE DRAIN TO DISCHARGE OUTSIDE OR HAVE A CONDENSATE

PUMP GOING TO THE OUTSIDE.

11. CONTRACTOR TO ROUTE FREON LINES FROM CONDENSING UNIT TO AIR

HANDLING UNIT IN FIELD. COORDINATE WITH OWNER.

12. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS OF EQUIPMENT SELECTED WITH

ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO MAKE ADJUSTMENTS, IF

REQUIRED FOR SELECTED EQUIPMENT.

13. A/C SYSTEM #3 TO HAVE FABRIC DUCT BY HERO FABRIC DUCT, LLC. OR APPROVED EQUAL ON SUPPLY DUCT. AIR HANDLING UNIT IS NOMINAL 2,000 CFM. LOCATION OF DUCT AND TYPE OF

DUCT TO BE COORDINATED WITH ARCHITECT & OWNER.

14. RESTROOM EXHAUST FANS TO BE VENTED TO OUTSIDE. COORDINATE DISCHARGE WITH

ARCHITECTURAL DRAWINGS.

15. EXHAUST FAN (EF-3) IN ENGINE AREA TO BE CONTROLLED MANUALLY & BY

OXYGEN/CORBON MONOXIDE DETECTORS WITH TRANSMITTERS. COORDINATE DESIGN AND

INSTALLATION WITH MANUFACTURER'S SPECIFICATIONS.

ELECTRICAL NOTES:

1. ALL MATERIALS AND WORK TO BE IN ACCORDANCE WITH THE 2011 NEC AND

OTHER APPLICABLE CODES

2. CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, AND EQUIPMENT

NECESSARY TO FURNISH A COMPLETE ELECTRICAL SYSTEM. ALL WORK TO

BE DONE IN ANEAT AND PROFESSIONAL MANNER.

3. WIRING TO BE THHN, THWN, OR XHHW COPPER. MINIMUM SIZE FOR POWER

AND LIGHTING CIRCUITS SHALL BE 12 AWG.

4. CONDUIT IN CONCRETE OR BELOW GRADE TO BE SCHEDULE 40 PVC.

5. ALL PANELS TO HAVE FULL MODULE CIRCUIT BREAKERS WITH 22,000 A.I.C.

MINIMUM.

6. CONTRACTOR TO VERIFY A.I.C. WITH UTILITY COMPANY AND INSTALL

BREAKERS /PANELS TO MEET THE AVAILABLE A.I.C.

7. CONTRACTOR TO VERIFY A/C EQUIPMENT ELECTRICAL REQUIREMENTS

WITH EQUIPMENT SUPPLIER AND ADJUST SIZES IF NECESSARY.

8. RECEPTACLE CIRCUITS TO HAVE MAXIMUM OF 7 OUTLETS PER BREAKER.

9. FLOURSCENT LIGHTS (4 TUBE T-8) TO HAVE MAXIMUM OF 14 FIXTURES PER

CIRCUIT.

10. EMERGENCY LIGHTING TO HAVE BATTERY BACK-UP & MEET NFPA 101 7.9.2

AND EXIT SIGNS TO HAVE BATTERY BACK-UP & MEET NFPA 101 7.10.5.

11. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY UNDERWRITERS

LABORATORIES OR OTHER RECOGNIZED TESTING AGENCIES WHERE

APPLICABLE OR REQUIRED.

12. BRANCH CIRCUITS SHALL BE PHASE ADJUSTED TO PROVIDE BALANCED

LOADING OF EACH PANEL AND THE MAIN SERVICE.

13. DATA/COMMUNICATION OUTLETS TO HAVE WALL BOX WITH ¾” CONDUIT

EXTENDED 6” ABOVE WALLS. WIRING TO BE BY OTHERS.

14. COORDINATE ALL LIGHT FIXTURES TYPES & LOCATIONS WITH OWNER

BEFORE INSTALLATION.

PLUMBING FIXTURE SCHEDULE

P-1 GERBER MAXWELL SE-21-118 ADA COMPLIANT TOILET: 17” HIGH ELONGATED TANK TYPE

WITH CHURCH COMMERCIAL OPEN FRONT TOILET SEAT MODEL # 295CT

P-3 GERBER HAMILTON 27-775 WALL HUNG URINAL W/ 3/4 INCH - 1.0 GPF MANUAL VALVE.

P-4 GERBER 12-834-CH MAXWELL OVAL 4” FAUCET CENTERS SELF RIMMING LAVATORY, ADA

COMPLIANT, WITH GERBER 12-654 SINGLE HANDLE LEVER FAUCET.

P-5 GERBER MONTICELLO II WALL HUNG (20” X 18”) BACK SPLASH LAVATORY WITH GERBER

12-654 SINGLE HANDLE LEVER FAUCET.

P-6 MAINLINE #MLK33224 (33” X 22”) TOP MOUNT DOUBLE BOWL SINK W/ MAINLINE MODEL

# T146-WS KITCHEN FAUCET SINGLE HANDLE W/ SPRAY.

P-7 MUSTEE MOP SERVICE BASIN MODEL # 63M - 24” X 24” X 10” DP. & 3” DRAIN (FLOOR

MOUNTED) WITH KOHLER KINLOCK 8” WALL MOUNT 2-HANDLE LOW ARC SERVICE SINK

FAUCET MODEL # K-8907-CP.

P-8 WALL MOUNT ADA COMPLIANT DRINKING FOUNTAIN. (COORDINATE TYPE WITH OWNER &

ARCHITECT PER CODES)

P-9 RHEEM PRESTIGE MODEL RTGN-9B DVLP TANKLESS WATER HEATER. INDOOR DIRECT VENT.

GAS INPUT 11,000-199,900 BTUH/H. RATED 9.5GPM @ 35°F RISE.

4" GAS INPUT & 3 4" WATER INPUT/OUTPUT. INSTALL PER MFG. RECOMMENDATIONS.

2"H x 181 2"W x 93

4"DP.

NOTE: CONTRACTOR TO COORDINATE ALL FIXTURES WITH ARCHITECT & OWNER AND ADJUST OR MAKE

APPROVED SUBSTITUTIONS AS REQUIRED.

PLUMBING NOTES

1. ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODES IN

FORCE AT THE TIME OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL WORK,

MATERIALS, & LABOR FOR A COMPLETE WORKING SYSTEM, WHETHER SPECIFIED OR

IMPLIED.

2. ALL WORK AND MATERIALS TO BE WARRANTED FOR (1) YEAR AFTER PROJECT COMPLETION.

3. DOMESTIC WATER PIPING INTERIOR ABOVE SLAB TO BE TYPE “L” HARD -DRAWN COPPER

WITH SOLDERED JOINTS OR APPROVED EQUAL.

4. INSULATE HOT DOMESTIC WATER LINES PER ASHRAE 90.1 STANDARDS.

5. PROVIDE SHOCK ARRESTORS, (FOR WATER HAMMER CONTROL) SIZED AND APPLIED IN

ACCORDANCE WITH PDI-WH201, IN THE DOMESTIC CW AND HW PIPING AT EACH PLUMBING

FIXTURE OR FIXTURE GROUP.

6. AT ALL SANITARY WASTE AND VENT (DWV) SYSTEM LOCATIONS TO HAVE SERVICE WEIGHT

OR NO-HUB CAST IRON WITH GASKETED JOINTS, OR WHERE LOCAL CODES PERMIT, DWV

(SCH 40) PVC WITH SOLVENT-WELDED JOINTS.

7. PROVIDE PLUMBING FIXTURES, TRIM, CARRIERS AND ACCESSORIES (IF SCHEDULED),

AND/OR REQUIRED FOR COMPLETE INSTALLATION AND PROPER OPERATION.

8. FAUCETS FOR…

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File details come from the government source that posted it. Updated Dec 1, 2025.