gordon county · 2016. 11. 2. · admin administrative aff above finished floor afg above finished...

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12440GORDON

AGRICULTURAL SERVICE CENTER1282 SR 53 SPURCALHOUN, GEORGIA 30701

GORDON COUNTY

MATERIAL LEGEND PROJECT DIRECTORYABBREVIATIONS

VICINITY MAP

PROJECT INFORMATION

APPLICABLE CODES

SYMBOL LEGENDALL WORK SHALL CONFORM TO ALL APPLICABLE CODES,STANDARDS, AND GOVERNING AUTHORITIES AS RELATED TOTHIS PROJECT INCLUDING BUT NOT LIMITED TO:

BUILDING 2006 INTERNATIONAL BUILDING CODE WITH GA AMENDMENTS

LIFE SAFETY 2000 LIFE SAFETY CODE - NFPA 101 WITH GA AMENDMENTS

FIRE PROTECTION 2006 INTERNATIONAL FIRE CODE WITH GA AMENDMENTS

MECHANICAL 2006 INTERNATIONAL MECHANICAL CODE WITH GA AMENDMENTS

PLUMBING 2006 INTERNATIONAL PLUMBING CODE WITH GA AMENDMENTS

ELECTRICAL 2011 NATIONAL ELECTRICAL CODE

GAS 2006 INTERNATIONAL FUEL GAS CODE WITH GAAMENDMENTS

ENERGY 2009 INTERNATIONAL ENERGY CONSERVATIONCODE WITH GA SUPPLEMENTS AND AMENDMENTS

HANDICAPACCESSIBILITY

GEORGIA ACCESSIBILITY CODE

DRAWING SHEET INDEX

201 NORTH WALL STREETCALHOUN, GA 30701

RANDALL DOWLING, GORDON COUNTY ADMINISTRATOR

TEL: 706-629-3795FAX: 706-629-9516

GORDON COUNTYOWNER

1700 COMMERCE DRIVE, NWATLANTA, GA 30318TEL: 404-605-0690FAX: 404-605-0890

BILL DE ST. AUBIN, AIA, - PRINCIPAL-IN-CHARGEJASON SIMS, AIA - PROJECT ARCHITECT

SIZEMORE GROUP, LLCARCHITECT

3581 HABERSHAM AT NORTHLAKETUCKER, GA 30084TEL: 770-908-9908FAX: 770-908-9919

BAKU PATEL, P.E. LEED AP

PALMER ENGINEERING COMPANYSTRUCTURAL ENGINEER

1282 SR 53 SPURCALHOUN, GEORGIA 30701

GORDON COUNTYAGRICULTURAL SERVICE CENTER

PROJECT NAME

GORDON COUNTY GOVERNMENTOWNER

LOCATION

11240GORDONPROJECT NUMBER

GORDON COUNTY BUILDING INSPECTIONS200 SOUTH WALL STREETCALHOUN, GA 30701706-629-0505

PERMITTING AGENCY

TYPE IIB, SPRINKLEREDCONSTRUCTION TYPE

PRIMARY - GROUP BACCESSORY - GROUP A-3

OCCUPANCY TYPE

14,164 SF - TOTAL ONE STORY BUILDING

ALLOWABLE AREA = 23,000 SF

AREA

440 MARTIN LUTHER KING JR. BLVD.SUITE 101MACON, GEORGIA 31201TEL: 478-743-8415FAX: 478-743-8239

CLINT HARDIE, P.E.

CLARK NEXSEN

MECHANICAL ELECTRICAL PLUMBINGENGINEER

1852 CENTURY PLACESUITE 202ATLANTA, GA 30345TEL: 770-452-7849FAX: 770-452-0086

GREG DELANEY, P.E.

EBERLY & ASSOCIATES, INC.CIVIL ENGINEER

216 CHURCH STREETDECATUR, GA 30030TEL: 404-373-9075FAX: 404-373-9076

PHIL BALDWIN, VICE PRESIDENT

SPIKER BALDWIN ASSOCIATESSPECIFICATIONS

3585 HIGHWAY 317SUITE 401-ASUWANEE, GA 30024TEL: 770-614-0630FAX: 770-614-0680

MARK PHILLIPS, PRESIDENT

PHILLIPS-LANGLEY & ASSOCIATESHARDWARE CONSULTANT

SHEETNUMBER SHEET NAME ISSUE DATE

1 - COVER SHEETA000 COVER SHEET 02/28/132 - CIVILC1.0 COVER SHEET & GENERAL NOTES 01/30/13SHEET 1 MASSEY SURVEYING - BOUNDARY & TOPOGRAPHIC 01/10/13C3.0 LAYOUT & STAKING PLAN 01/30/13C4.0 SITE GRADING & DRAINAGE PLAN 01/30/13C5.0 SITE UTILITY LAYOUT PLAN 01/30/13C5.1 SITE UTILITY PROFILES 01/30/13C6.0 CONSTRUCTION DETAILS I 01/30/13C6.1 CONSTRUCTION DETAILS II 01/30/13C6.2 CONSTRUCTION DETAILS III 01/30/13C6.3 CONSTRUCTION DETAILS IV 01/30/13EC1.0 EROSION CONTROL & POLLUTION NOTES I 01/30/13EC1.1 EROSION CONTROL & POLLUTION NOTES II 01/30/13EC1.2 EROSION CONTROL & POLLUTION NOTES III 01/30/13EC2.0 INITIAL EROSION CONTROL & POLLUTION PLAN 01/30/13EC2.1 INTERMEDIATE EROSION CONTROL & POLLUTION PLAN 01/30/13EC2.2 FINAL EROSION CONTROL & POLLUTION PLAN 01/30/13EC3.0 EROSION SEDIMENTATION & POLLUTION CONTROL DETAILS I 01/30/13EC3.1 EROSION SEDIMENTATION & POLLUTION CONTROL DETAILS II 01/30/13EC3.2 EROSION SEDIMENTATION & POLLUTION CONTROL DETAILS III 01/30/13EC3.3 EROSION SEDIMENTATION & POLLUTION CONTROL DETAILS IV 01/30/13EC3.4 EROSION SEDIMENTATION & POLLUTION CONTROL DETAILS V 01/30/13TP1.0 TREE PROTECTION AND REMOVAL PLAN 01/30/13TP2.0 LANDSCAPE PLAN 01/30/133 - ARCHITECTUREA002 CODE REVIEW 02/28/13A003 LIFE SAFETY 02/28/13A100 SITE PLAN 02/28/13A101 FLOOR PLAN 02/28/13A102 ROOF PLAN 02/28/13A111 PLAN DETAILS 02/28/13A201 REFLECTED CEILING PLAN 02/28/13A301 FINISH PLAN 02/28/13A401 EXTERIOR ELEVATIONS 02/28/13A501 ENLARGED PLANS & INTERIOR ELEVATIONS 02/28/13A502 ENLARGED PLANS & INTERIOR ELEVATIONS 03/15/13A510 MILLWORK DETAILS 02/28/13A701 WALL SECTIONS 02/28/13A702 WALL SECTIONS 02/28/13A710 SECTION DETAILS 02/28/13A711 SECTION DETAILS 03/15/13A801 DOOR SCHEDULE 02/28/13A802 WINDOW AND DOOR DETIALS 02/28/13A803 WINDOW AND DOOR DETAILS 02/28/13A901 FURNITURE PLAN 02/28/134 - STRUCTURALS101 FOUNDATION PLAN 02/28/13S102 FRAMING PLAN 02/28/13S201 STRUCTURAL GENERAL NOTES 02/28/13S301 FOUNDATION SECTIONS AND DETAILS 02/28/13S401 FRAMING SECTIONS AND DETAILS 02/28/135 - MECHANICALM101 MECHANICAL SCHEDULES 02/28/13M102 MECHANICAL DETAILS 02/28/13M301 NEW WORK FLOOR PLAN - DUCTWORK 02/28/13M302 ENLARGED SCALE MECH. ROOMS 02/28/13M401 CONTROLS SHEET 02/28/136 - PLUMBINGP201 DETAILS PLUMBING 02/28/13P101 LEGEND, SCHEDULES, GENERAL NOTES PLUMBING 02/28/13P301 NEW WORK FLOOR PLAN PLUMBING 02/28/13P401 ENLARGED NEW WORK FLOOR PLANS PLUMBING 02/28/137 - FIRE PROTECTIONFP101 DETAILS, LEGEND & HYDRAULIC DESIGN DATA FIRE PROTECTION 02/28/13FP201 NEW WORK FLOOR PLAN - FIRE PROTECTION 02/28/138 - ELECTRICALE101 LEGEND AND DETAILS ELECTRICAL 02/28/13E102 DETAILS ELECTRICAL 02/28/13E103 PANEL SCHEDULES ELETRICAL 02/28/13E301 NEW WORK FLOOR PLAN - LIGHTING 02/28/13E302 NEW WORK FLOOR PLAN - POWER AND MISC. 02/28/13E303 NEW WORK FLOOR PLAN - SPECIAL SYSTEMS 02/28/139 - TELECOMT301 NEW WORK FLOOR PLAN - TELECOMM. 02/28/13

2350 JUSTIN TRAILALPHARETTA, GA 30004TEL: 678-624-0202FAX: 678-624-1206

ALLEN CALHOUN, PRESIDENT, PRE-CONSTRUCTION MNGR.BRENT NITSCHKE, VICE PRESIDENT, PROJECT MNGR.

LUSK & COMPANY, INC.CONTRACTOR

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APPLICABLE CODES

BUILDING CODE 2006 INTERNATIONAL BUILDING CODE WITH GA AMENDMENTSMECHANICAL CODE 2006 INTERNATIONAL MECHANICAL CODE WITH GA AMENDMENTSPLUMBING CODE 2006 INTERNATIONAL PLUMBING CODE WITH GA AMENDMENTSELECTRICAL CODE 2011 NATIONAL ELECTRICAL CODEGAS CODE 2006 INTERNATIONAL FUEL GAS CODE WITH GA AMENDMENTSLIFE SAFETY CODE 2000 LIFE SAFETY CODE - NFPA 101 WITH GA AMENDMENTSFIRE PROTECTION CODE 2006 INTERNATIONAL FIRE CODE WITH GA AMENDMENTSENERGY CODE 2009 INTERNATIONAL ENERGY CONSERVATION CODE WITH GA SUPPLEMENTS AND AMENDMENTSACCESSIBILITY CODE GEORGIA ACCESSIBILITY CODE

GENERAL BUILDING INFORMATION

OCCUPANCY CLASSIFICATION:MIXED OCCUPANCY TYPES:PRIMARY OCUPANCY

BUSINESS OCCUPANCY ( PER CHAPTER 38 - NFPA 101)'B' BUSINESS OCCUPANCY ( PER CHAPTER 3 - 2006 IBC)

ACCESSORY OCCUPANCYASSEMBLY OCCUPANCY ( PER CHAPTER 12 - NFPA 101)'A-3' ASSEMBLY OCCUPANCY ( PER CHAPTER 3 - 2006 IBC)

CONSTRUCTION TYPE:TYPE IIB PER 2006 IBC

THE ENTIRE BUILDING WILL BE FULLY-SPRINKLERED PER NFPA-13

2006 IBC REQUIREMENTS (BY CHAPTER)

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS:USE GROUP BCONSTRUCTION TYPE: TYPE IIBMAXIMUM NUMBER OF STORIES: 4MAXIMUM AREA PER STORY: 23,000 SFMAXIMUM HEIGHT ALLOWED: 55'-0" + 20'-0" SPRINKLER INCREASE = 75'-0"

ACTUAL HEIGHT AND BUILDING AREA:NUMBER OF STORIES: 1 (HEIGHT IS LESS THAN 40')HEIGHT: 30'-1" TOP OF CUPOLAFLOOR AREA: 14,164 SF

SECTION 506.3 AUTOMATIC SPRINKLER SYSTEM INCREASE (AREA MODIFICATIONS)

WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATICSPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE AREA LIMITATION ISPERMITTED TO INCREASE BY AN ADDITIONAL 300 PERCENT (IS = 3) FOR BUILDINGS WITH NOMORE THAN ONE STORY ABOVE GRADE PLANE.

CHAPTER 6 - TYPE OF CONSTRUCTION

TABLE 601 FIRE-RESISTANCE RATING REQUIREMENT FOR BUILDING ELEMENTS (TYPE IIB)

BUILDING ELEMENT RATING REQUIRED

STRUCTURAL FRAME (INCLUDING COLUMNS) 0BEARING WALLS (INTERIOR/EXTERIOR) 0NON-BEARING WALLS 0FLOOR CONSTRUCTION (INCLUDING BEAMS/JOISTS) 0ROOF CONSTRUCTION (INCLUDING BEAMS/JOISTS) 0

CHAPTER 7 - FIRE RESISTANCE-RATED CONSTRUCTION

TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS: MINIMUM OPENING

TYPE OF ASSEMBLY REQUIRED RATING (HOURS) PROTECTION ASSEMBLY (HOURS)FIRE WALLS AND FIRE BARRIERS (GREATER THAN 1 HOUR) 4 3FIRE BARRIERS (1 HOUR RATED) 1 1SHAFT AND EXIT PASSAGEWAY WALLS 1 1OTHER FIRE BARRIERS 1 3/4SMOKE BARRIERS 1 1/3

NFPA 101 REQUIREMENTS (BY CHAPTER)

SECTION 7.1.3.1 EXIT ACCESS CORRIDORS.

CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATEDFROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING IN ACCORDANCEWITH 8.2.3. (ALSO SEE SECTION 12-3.6)

EXCEPTION NO 2: THIS REQUIREMENT SHALL NOT APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 12THROUGH 42. SEE REFERENCE TO SECTION 12-3.6 BELOW.

SECTION 12.1.7 OCCUPANT LOAD

TABLE 7.3.1.2 OCCUPANT LOAD FACTOR:

ASSEMBLY AREAS (LESS CONCENTRATED USE, WITHOUT FIXED SEATING): 1 PERSON PER 15 NSFKITCHEN, BREAK ROOM: 1 PERSON PER 100 GSFOFFICE AREAS: 1 PERSON PER 100 GSFSTORAGE USE (OTHER THAN MERCANTILE STOREROOMS): N/A

REFER TO LIFE SAFETY PLANS FOR OCCUPANT LOAD CALCULATIONS

SECTION 12.2.3.1 CAPACITY OF MEANS OF EGRESS:

THE CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.3.

STAIRWAYS 0.3" PER PERSON REQUIREDLEVEL COMPONENTS/RAMPS 0.2" PER PERSON REQUIRED

SEE LIFE SAFETY PLANS FOR EGRESS WIDTH AND OCCUPANT LOAD CALCULATIONS.

SECTION 12.2.3.3 MAIN ENTRANCE/EXIT:

EVERY ASSEMBLY OCCUPANCY SHALL BE PROVIDED WITH A MAIN ENTRANCE/EXIT. THEMAIN ENTRANCE/EXIT SHALL BE OF SUFFICIENT WIDTH TO ACCOMMODATE ONE-HALF OF THE TOTAL OCCUPANT LOAD AND SHALL BEAT THE LEVEL OF EXIT DISCHARGE OR SHALL CONNECT TO A STAIRWAY OR RAMP LEADING TO A STREET. NOTE THAT THE 2000 LIFESAFETY CODE HANDBOOK PERMITS ALL OF THE LOBBY DOORS TO SERVE COLLECTIVELY AS THE MAIN ENTRANCE/EXIT.

SECTION 12.2.4 NUMBER OF EXITS:

AT LEAST TWO SEPARATE EXITS WILL BE PROVIDED FROM EVERY FLOOR AREA (PER SECTION 7-4). THREE EXITS SHALL BEPROVIDED IF THE OCCUPANT LOAD IS GREATER THAN 500 BUT LESS THAN 1000.

LEVEL 1 6 EXITS PROVIDED

SECTION 12.2.5.1 ARRANGEMENT OF MEANS OF EGRESS - COMMON PATH OF TRAVEL:

A COMMON PATH OF TRAVEL SHALL BE PERMITTED FOR THE FIRST 20 FEET FROM ANY POINT WHEN SERVING ANY NUMBER OF OCCUPANTS AND FOR THE FIRST 75 FEET FROM ANY POINT WHEN SERVING NOT MORE THAN50 OCCUPANTS.

SECTION 12.2.6 TRAVEL DISTANCE TO EXITS:

TRAVEL DISTANCE SHALL NOT EXCEED 200 FEET IN A BUILDING EQUIPPED BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLERSYSTEM IN ACCORDANCE WITH SECTION 9.7.

SECTION 12.3.1 PROTECTION OF VERTICAL OPENINGS:

VERTICAL OPENINGS SHALL BE ENCLOSED OR PROTECTED IN ACCORDANCE WITH 8.2.5.

SECTION 38.1.7 OCCUPANT LOADSAME AS SECTION 12.1.7

REFER TO LIFE SAFETY PLANS FOR OCCUPANT LOAD CALCULATIONS

SECTION 38.2.3.1 CAPACITY OF MEANS OF EGRESS:

SAME AS SECTION 12.2.3.1

SECTION 38.2.4.2 NUMBER OF EXITS:

NOT LESS THAN 2 SEPARATE EXITS SHALL BE PROVIDED ON EACH FLOOR

REFER TO LIFE SAFETY PLANS FOR NUMBER OF EXITS PROVIDED PER FLOOR

SECTION 38.2.5.2 DEAD-END CORRIDORSDEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET IN BUILDINGS EQUIPPED BY AN APPROVED, SUPERVISEDAUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7.

SECTION 38.2.5.3 COMMON PATHS OF TRAVELA COMMON PATH OF TRAVEL SHALL BE PERMITTED FOR 100 FEET IN BUILDINGS EQUIPPED BY AN APPROVED,SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7.

SECTION 38.2.6 TRAVEL DISTANCE TO EXITS:

TRAVEL DISTANCE SHALL NOT EXCEED 300 FEET IN A BUILDING EQUIPPED BY AN APPROVED, SUPERVISEDAUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7.

SECTION 38.3.2 PROTECTION FROM HAZARDS:SECTION 38.3.2.1 HAZARDOUS AREAS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 8.4.

SECTION 38.3.3 INTERIOR FINISH:INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE PERMITTED AS FOLLOWS:

EXITS AND ENCLOSED CORRIDORS TO EXISTS - CLASS A OR BOFFICE AREAS - CLASS A, B, OR C

SECTION 38.3.4 DETECTION, ALARM & COMMUNICATION SYSTEMS:BUSINESS OCCUPANCY SHALL BE PROVIDED WITH AN APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITHSECTION 9.6

SECTION 38.3.5 EXTINGUISHMENT REQUIREMENTS:PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EVERY BUSINESS OCCUPANCY IN ACCORDANCE WITH9.7.4.1

SECTION 38.3.6 CORRIDORS:EXCEPTION NO. 3 - WITHIN BUILDING PROTECTED BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLERSYSTEM IN ACCORDANCE WITH SECTION 9.7, CORRIDORS SHALL NOT BE SEPARATED.

SECTION 12.3.2 PROTECTION FROM HAZARDS:

SECTION 12.3.2.1.1 ROOMS CONTAINING HIGH PRESSURE BOILERS, REFRIGERATION EQUIPMENT, LARGETRANSFORMERS OR OTHER SERVICE EQUIPMENT SUBJECT TO EXPLOSION SHALL NOT BE LOCATED UNDER ORDIRECTLY ABUTTING EXITS. ALL SUCH ROOMS SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY 1HOUR FIRE BARRIERS OR SHALL BE PROTECTED BY AUTOMATIC EXTINGUISHING SYSTEMS IN ACCORDANCE WITHSECTION 8.4.

SECTION 12.3.2.1.2 VENTS TO THE OUTSIDE AIR SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 8.4.

SECTION 12.3.2.1.3 ROOMS OR SPACES FOR THE STORAGE, PROCESSING OR USE OF MATERIALS SPECIFIEDBELOW SHALL BE PROTECTED IN ACCORDANCE WITH THE FOLLOWING:

(1) SEPARATION FROM THE REMAINDER OF THE BUILDING BY FIRE BARRIERS HAVING A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR OR PROTECTION OF SUCH ROOMS BYAUTOMATIC EXTINGUISHING SYSTEMS AS SPECIFIED IN SECTION 8-4 IN THE FOLLOWINGAREAS:

A. BOILER AND FURNACE ROOMS (FURNACES, HEATING AND AIR-HANDLING EQUIPMENT WITH A TOTAL AGGREGATE INPUT RATING LESSTHAN 200,000 BTU IS EXEMPT, PROVIDED THESE ROOMS ARE NOTUSED FOR STORAGE UNLESS OTHERWISE PROTECTED ASREQUIRED).

B. ROOMS OR SPACES USED FOR THE STORAGE OF COMBUSTIBLESUPPLIES IN QUANTITIES DEEMED HAZARDOUS BY STANDARDS OR AUTHORITIES HAVING JURISDICTION.

C. ROOMS OR SPACES USED FOR THE STORAGE OF HAZARDOUSMATERIALS OR FLAMMABLE OR COMBUSTIBLE LIQUIDS IN QUANTITIESDEEMED HAZARDOUS BY RECOGNIZED STANDARDS.

(2) SEPARATION FROM THE REMAINDER OF THE BUILDING BY FIRE BARRIERS HAVING A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR AND PROTECTION OF SUCH ROOMS BYAUTOMATIC EXTINGUISHING SYSTEMS AS SPECIFIED IN SECTION 8-4 IN THE FOLLOWING AREAS:

A. LAUNDRY AREAS UTILIZING COMMERCIAL EQUIPMENT, MULTIPLERESIDENTIAL APPLIANCES OR EXCEEDING 100 SF (PER GAAMENDMENTS).

B. MAINTENANCE SHOPS, INCLUDING WOODWORKING AND PAINTINGAREAS.

C. ROOMS OR SPACES USED FOR PROCESSING OR USE OFCOMBUSTIBLE SUPPLIES DEEMED HAZARDOUS BY THE AUTHORITYHAVING JURISDICTION.

D. ROOMS OR SPACES USED FOR PROCESSING OR USE OF HAZARDOUSMATERIALS OR FLAMMABLE OR COMBUSTIBLE LIQUIDS DEEMEDHAZARDOUS BY RECOGNIZED STANDARDS.

(3) WHERE AUTOMATIC EXTINGUISHING IS USED TO MEET THE REQUIREMENTS OF 13.3.2, PROTECTIONSHALL BE PERMITTED TO BE IN ACCORDANCE WITH 9.7.1.2.

SECTION 12.3.3 INTERIOR FINISHES:INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE PERMITTED AS FOLLOWS:ENCLOSED STAIRWAYS - CLASS ACORRIDORS, LOBBIES AND GENERAL ASSEMBLY AREAS WITH OCCUPANT LOADS OF MORETHAN 300 - CLASS A OR BGENERAL ASSEMBLY AREAS WITH OCCUPANT LOADS OF 300 OR FEWER - CLASS A, B, OR C

SECTION 12.3.4 DETECTION, ALARM & COMMUNICATION SYSTEMS:ASSEMBLY OCCUPANCIES WITH OCCUPANT LOADS MORE THAN 300 SHALL BE PROVIDED WITH AN APPROVED FIREALARM SYSTEM IN ACCORDANCE WITH 9.6.1 AND 12.3.4.

SECTION 12.3.5 EXTINGUISHMENT REQUIREMENTS:BUILDINGS CONTAINING ASSEMBLY OCCUPANCIES WITH OCCUPANT LOADS OF MORE THAN 300 SHALL BEPROTECTED BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7

AS FOLLOWS:1. THROUGHOUT THE STORY CONTAINING THE ASSEMBLY OCCUPANCY.2. THROUGHOUT ALL STORIES BELOW THE STORY CONTAINING THE ASSEMBLYOCCUPANCY.

PER GA AMENDMENTS (NEW PARAGRAPH 12-3.5.1), PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ALLASSEMBLY OCCUPANCIES IN ACCORDANCE WITH 9.7.4.1.

SECTION 12-3.6 CORRIDORS:CORRIDORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 7.1.3.1 AND 8.2.3.

EXCEPTION NO. 2: CORRIDOR AND LOBBY PROTECTION SHALL NOT BE REQUIRED INBUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATICSPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7.

PLAN

BASE

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CONT. METAL STUD RUNNER

1 LAYER 5/8" GYP. BD. EACH SIDE; REFER TOTYPES BELOW FOR EXACT DESCRIPTION

3-5/8" METAL STUDS AT 16" O.C.; GC TO COORD.SIZE, GAUGE AND SPACING

CONT. SEALANT OR FIRESTOPPING; REFER TOTYPES BELOW FOR EXACT DESCRIPTIONTOP OF SLAB

CONT. METAL STUD RUNNER WITH FASTENERS AT2'-0" O.C. MAX. AND WITHIN 1" OF ENDS

PARTITION (1 HR-RATED: UL DESIGN U419)3-5/8" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDES TO 6"ABOVE CEILING. PROVIDE CONT. FIRESTOPPING AT TOP, BOTTOM AND ENDS OF PARTITIONSAND AT ALL PENETRATIONS.OVERALL DIMENSION 4 7/8"

PLAN

BASE

HEAD



METAL STUDS AT 16" O.C.; GC TO COORD. SIZE,GAUGE AND SPACING

ACOUSTICAL SEALANT

TOP OF SLAB


SOUND ATTENUATION BLANKET (TYPE A2)

PARTITION (NON-RATED)3-5/8" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ONBOTH SIDES TO 6" ABOVE CEILING. PROVIDE CONT. SEALANT AT BOTTOM OFPARTITION AND AT ALL PENETRATIONS.OVERALL DIMENSION 4-7/8"

PLAN

BASE

HEAD


UNDERSIDE OF DECK/STRUCTURE

SLIP-TYPE CONNECTION BETWEEN TOP TRACKAND STUDS; ALLOW FOR 1/2" MIN. CLEARANCE

1 LAYER 5/8" GYP. BD. EACH SIDE; REFER TOTYPES BELOW FOR EXACT DESCRIPTION6" METAL STUDS AT 16" O.C.; GC TO COORD.SIZE, GAUGE AND SPACING

ACOUSTICAL SEALANT

TOP OF SLAB


SOUND ATTENUATION BLANKET

PARTITION (NON-RATED)TWO LAYERS 6" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ONEXTERIOR SIDES TO UNDERSIDE OF DECK ABOVE. PROVIDE CONT. SEALANT AT TOP,BOTTOM AND ENDS OF PARTITIONS AND AT ALL PENETRATIONS. PROVIDE 5-1/2" SABIN STUD CAVITIES. OVERALL DIMENSION 1'-11"A1

D1

C1

PARTITION (NON-RATED)3-5/8" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTHSIDES TO 6" ABOVE CEILING. PROVIDE CONT. SEALANT AT BOTTOM OFPARTITION AND AT ALL PENETRATIONS. PROVIDE 3-1/2" SAB IN CAVITY AND LAPOVER CEILING SYSTEM 24" ON BOTH SIDES OF PARTITION.OVERALL DIMENSION 4-7/8"

A2

PLAN

BASE

HEAD


1 LAYER 5/8" GYP. BD. ONE SIDE; REFER TO TYPESBELOW FOR EXACT DESCRIPTION

3-5/8" METAL STUDS AT 16" O.C.; GC TO COORD.SIZE, GAUGE AND SPACING

ACOUSTICAL SEALANT

TOP OF SLAB


PARTITION (NON-RATED)3-5/8" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ONONE SIDE TO 6" ABOVE CEILING. PROVIDE CONT. SEALANT AT BOTTOM OFPARTITION AND AT ALL PENETRATIONS.OVERALL DIMENSION 4-1/4"

B1

SOUND ATTENUATION BLANKET (TYPE C2)

ACOUSTICAL SEALANT - ALLOW FOR SLIP TRICKMOVEMENT

PARTITION (1 HR-RATED: UL DESIGN U419)3-5/8" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDES TO 6"ABOVE CEILING. PROVIDE CONT. FIRESTOPPING AT TOP, BOTTOM AND ENDS OF PARTITIONSAND AT ALL PENETRATIONS. PROVIDE 3-1/2" SAB IN CAVITY.OVERALL DIMENSION 4 7/8"

C2

PLAN

BASE

HEAD





6" METAL STUDS AT 16" O.C.; GC TO COORD.SIZE, GAUGE AND SPACING

ACOUSTICAL SEALANT

TOP OF SLAB


SOUND ATTENUATION BLANKET (TYPE E2)

PARTITION (NON-RATED)6" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDESTO UNDERSIDE OF DECK ABOVE. PROVIDE CONT. SEALANT AT TOP, BOTTOM ANDENDS OF PARTITIONS AND AT ALL PENETRATIONS.OVERALL DIMENSION 7-1/4"

PARTITION (NON-RATED)6" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDESTO UNDERSIDE OF DECK ABOVE. PROVIDE CONT. SEALANT AT TOP, BOTTOM ANDENDS OF PARTITIONS AND AT ALL PENETRATIONS. PROVIDE 5-1/2" SAB IN CAVITY.OVERALL DIMENSION 7-1/4"

E2


E1

FINISH CEILING - SEE CEILING PLAN

SOUND ATTENUATION BLANKET (TYPE A2)

FINISH CEILING - SEE CEILING PLAN

6"

6"

PARTITION (NON-RATED)6" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTHSIDES TO 6" ABOVE CEILING. PROVIDE CONT. SEALANT AT BOTTOM OFPARTITION AND AT ALL PENETRATIONS.OVERALL DIMENSION 7-1/4"

A3

PLAN

BASE

HEAD


SOLID SURFACE SILL W/ RADIUS EDGE



SEALANT

TOP OF SLAB


PARTITION (NON-RATED)3-5/8" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDESAND SOLID SURFACE CAP WITH RADIUS EDGE TO 6-0" ABOVE FINISH FLOOR. PROVIDECONT. SEALANT AT TOP, BOTTOM AND ENDS OF PARTITIONS AND AT ALL PENETRATIONS.OVERALL DIMENSION 4-7/8"

F1

6"

2 LAYERS 5/8" GYP. BD. EACH SIDE -SEE CEILING PLAN

SOUND ATTENUATION BLANKET (TYPE C2)

PLAN

BASE

HEAD






TOP OF SLAB

PARTITION (1 HR-RATED: UL DESIGN U419)6" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDESTO UNDERSIDE OF DECK ABOVE. PROVIDE CONT. FIRESTOPPING AT TOP, BOTTOMAND ENDS OF PARTITIONS AND AT ALL PENETRATIONS.OVERALL DIMENSION 7-1/4"


G1

CONT. SEALANT OR FIRESTOPPING; REFER TOTYPES BELOW FOR EXACT DESCRIPTION


SOUND ATTENUATION BLANKET (TYPE G2)

G2 PARTITION (1 HR-RATED: UL DESIGN U419)6" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDES TOUNDERSIDE OF DECK ABOVE. PROVIDE CONT. FIRESTOPPING AT TOP, BOTTOM ANDENDS OF PARTITIONS AND AT ALL PENETRATIONS. PROVIDE 5-1/2" SAB IN CAVITY.OVERALL DIMENSION 7-1/4"

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

T: 4

04 6

05 0

690

F: 4

04 6

05 0

890

ww

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.com

© 2

011

SIZE

MO

RE

GR

OU

P

AGR

ICU

LTU

RAL

SER

VIC

E C

ENTE

R

1282

SR

53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

RD

ON

CO

UN

TY95

% R

EVIE

W S

ET02

/28/

13N

o.D

ESC

RIP

TIO

ND

ATE

As indicated


A002

CODEREVIEW

BEM

JLS

02/28/13

12440GORDON

PARTITION TYPES CODE INFORMATION

NOTE: ALL FIRE RATED WALLS AND SMOKE BARRIERSSHALL BE PERMANENTLY IDENTIFIED WITH SIGNS ORSTENCILING ABOVE CEILING OR IN CONCEALED SPACESWITH LETTERS A MINIMUM OF 2" HIGH ON A CONTRASTINGBACKGROUND SPACED AT A MAXIMUM OF 12'-0" ONCENTER WITH A MINIMUM OF ONE PER WALL OR BARRIERIN ACCORDANCE WITH 2006 STANDARD FIRE PREVENTIONCODE, 120-3-3 CHAPTER 5 OF THE RULES ANDREGULATIONS OF THE FIRE SAFETY COMMISSIONER.

SUGGESTED WORDING '(--) HOUR FIRE AND SMOKEBARRIER - PROTECT ALL OPENINGS

APPLY LETTERING TO BOTH SIDES OF WALLS

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

2 3 4 5

A

G

6 7

F

.2"

72"

360

1228 SF

NALOBBY

0

1538 SF

15AUDITORIUM

110

124

396 SF

15

CONFERENCEROOM/ 4-H

WORKROOM

27

130 SF

100CES

2133 SF

100CEC

2131 SF

1004-H

2130 SF

1004-H

2132 SF

1004-H

2202 SF

100

YOUNGFARMER

ADVISOR &STOR.

3

130 SF

100FAC AGENT

2

131 SF

100REC SEC

2

132 SF

100REC SUPER

2

121 SF

100

FUTUREOFFICE

2120 SF

100

ANIMALSCIENCE

2119 SF

100OIT OFFICE

2119 SF

100

GSWCCREGIONAL

REP

2120 SF

100

GSWCCPLAN

REVIEWER

2120 SF

100

GSWCCRESOURCE

SPEC

2112 SF

100

GSWCCADMIN ASST

2

122 SF

100

GSWCCRECEPTION

2

305 SF

100

GSWCCCOPY/ FILE

4153 SF

100

OITWORKROOM

2

72 SF

300

PHONE/DATA

1

531 SF

100

COPY/FUTUREOFFICE

6

171 SF

100

EXTENSIONRECEPTION

2

134 SF

NAMECH.

0

111 SF

NASUPPLY

0

176 SF

NA

MEN'SRESTROOM

0

144 SF

100KITCHEN

2

151 SF

100

BREAKROOM

2

64 SF

NAMECH.

0

120 SF

100

NRCSTECHNICIAN

2

102 SF

100NRCS ACES

2

120 SF

100

NRCSENGINEER

2147 SF

100

NRCSDISTRICT

CONS.

2335 SF

15

USDACONFERENCE

ROOM

21

915 SF

300

SHAREDFILE ROOM

4

120 SF

100

NRCSGRAZINGLAND SP

2

120 SF

100FSA TECH

2120 SF

100FSA TECH

2147 SF

100

COUNTYDIRECTOR

2120 SF

100

FSA FARMLOAN PT

2120 SF

100

FSA FARMLOAN

OFFICER

2146 SF

100

FSA FARMLOAN

MANAGER

2

208 SF

100

USDALOBBY

3

38 7

327

27

222223

33

2

2

2

1 2

2 2 2 2 2 2

2 2

124

2 2 2 2

2 222

2

1312

25

2

28

22

.2"

72"

360

.2"

36"

180

.2"

36"

180

.2" 36"180

.2"36" 180

FE

FE

FE

FE

71 SF

NAMECH.

0

21

2

34 SF

NAELECTRICAL

0

119 SF

100

NRCSTECHNICIAN

2

FE

FE

27 28

55

FE

B

8

E

1

C

84 SF

300ADP

1

1

38 SF

NAJANITOR

0

D

25

124

39

FE

100ROOM NAME

1100 SF

OCCUPANCY FACTOR (SF/PERSON)

CALCULATEDOCCUPANCY LOAD

EGRESS WIDTH(INCHES)

EGRESS FACTOR

TOTAL EGRESS CAPACITY OF OPENING (# PERSONS)

PATH OF TRAVEL

2 NUMBER OF OCCUPANTS FROM ROOM OR AREA

AREA OF ROOM

36 NUMBER OF OCCUPANTS COMBINED FROM MULTIPLE ROOMS OR AREAS

FIRE RATING -1 HOUR

FIRE EXTINGUISHER WITH CABINET

BRACKET MOUNTED FIRE EXTINGUISHER

FE

FE

.2"36" 180

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

T: 4

04 6

05 0

690

F: 4

04 6

05 0

890

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011

SIZE

MO

RE

GR

OU

P

AGR

ICU

LTU

RAL

SER

VIC

E C

ENTE

R

1282

SR

53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

RD

ON

CO

UN

TY95

% R

EVIE

W S

ET02

/28/

13N

o.D

ESC

RIP

TIO

ND

ATE

1/8" = 1'-0"


A003

LIFE SAFETY

BEM

JLS

02/28/13

12440GORDON

1/8" = 1'-0"A003

1 LIFE SAFETY PLAN

LIFE SAFETY LEGEND

LIFE SAFETY NOTES

1. LOCATION OF FIRE EXTINGUISHER CABINETS AND FIRE EXTINGUISHERS IS BASED ON 75 FT. TRAVEL DISTANCE.

2. CONTRACTOR TO PROVIDE AND INSTALL (IF NECESSARY) TWO ADDITIONAL FIRE EXTINGUISHER CABINETS PER FLOOR IF DIRECTED BY THE LOCAL AUTHORITIES HAVING JURISDICTION.

3. REFER TO FLOOR PLANS FOR LOCATIONS OF PARTITION TYPES.

OCCUPANT LOAD CALCULATIONS

ASSEMBLY (15 NSF PER PERSON) 158 OCCUPANTSKITCHEN (100 GSF PER PERSON) 4 OCCUPANTSOFFICE AREAS (100 GSF PER PERSON) 76 OCCUPANTSSTORAGE AREAS (300 GSF PER PERSON) 6 OCCUPANTS

TOTAL 244 OCCUPANTS

EGRESS WIDTH CALCULATION:244 OCCUPANTS X .2"/OCCUPANT = 49" REQUIRED EGRESS WIDTHPROVIDED = 288" EGRESS WIDTH

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

VAN

A1002

BUILDING:53 TOTAL PARKING SPACES3 TRAILER SPACES3.7 SPACES PER 1,000 SF

LEGEND:1. ONE FLAG POLE WITH UP LIGHTING2. GRAVEL VALLEY FOR STORM WATER3. FUTURE PARKING - GRADE ONLY4. OUTDOOR CONCRETE PATIO5. SHOE CLEANING STATION WITH HOSE BIBB6. EASEMENT FOR FUTURE ACCESS

12

2

2

2

3

3

4

5

6

6

PROPERTY LINE

ZONING BUILDING SET BACK

EASEMENT

GORD

ON CO

UNTY

AGRIC

UTURA

L

SERVIC

E CEN

TER

F.F.E.

= 664.

00'

EXISTINGLIVESTOCKPAVILION

F.F.E. = 659.00'

10

12

12

3

8

8

0"FLOOR PLAN

5'-1

0"

CONT. CONCRETE FOUNDATION -SEE STRUCTURAL DWGS.

FINISH GRADE - SEE CIVIL

THRU WALL FLASHING WITH WEEP TUBESAT 16" O.C. - GROUT SOLID BELOW

DAMPROOFING AT CMU

8" CMU WITH REINF. FILLED CELLS - SEESTRUCTURAL DWGS.

BRICK VENEER WITH REINF.AT 16" O.C. VERT.

THRU WALL FLASHING WITHWEEP TUBES AT 16" O.C.

CAST STONE CAP

2"4"

5'-4

"

3A100

TRASH DUMPSTER - NIC

10"

13'-4

"

13'-4"

6" CONCRETE FILLEDPIPE BOLLARDS -PAINT OSHA YELLOW

BRICK VENEER OVER8" CMU

6" CONCRETE FILLEDPIPE BOLLARDS -PAINT OSHA YELLOW

CHAIN-LINK GATES WITHBLACK COLORED INYL SLATSAND LOCKABLE DOWELS

4'-7"

4'-0"

4'-9"

1'-0

"

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

T: 4

04 6

05 0

690

F: 4

04 6

05 0

890

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© 2

011

SIZE

MO

RE

GR

OU

P

AGR

ICU

LTU

RAL

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VIC

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1282

SR

53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

RD

ON

CO

UN

TY95

% R

EVIE

W S

ET02

/28/

13N

o.D

ESC

RIP

TIO

ND

ATE

As indicated


A100

SITE PLAN

BEM

JLS

02/28/13

12440GORDON

1" = 40'-0"A100

1 SITE PLAN

3/4" = 1'-0"A100

3 WALL SECTION AT DUMPSTER

1/4" = 1'-0"A100

2 ENLARGED PLAN - DUMPSTER

2

2

2

2

2

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

REF

.D

W

REF.

REF.

1

A401

2

A401

4

A401

3

A401

2 3 4 5

A

AUDITORIUM126

28'-8 1/2" 28'-0" 28'-0" 30'-0" 28'-0" 28'-0" 28'-8 1/2"

8'-3

1/2

"25

'-10"

20'-0

"25

'-5"

20'-0

"12

'-3 1

/2"

G

COUNTYDIRECTOR

108

FSA FARMLOAN PT

109

FSA FARMLOAN

OFFICER110

FSA FARMLOAN

MANAGER111

SHAREDFILE ROOM

112

NRCSGRAZINGLAND SP

115

USDACONFERENCE

ROOM116

NRCSDISTRICT

CONS.117

NRCSENGINEER

118

NRCSTECHNICIAN

119

MEN'SRESTROOM

102

FSA TECH107

FSA TECH106

NRCS ACES121

6 7

CES150

CEC149

4-H147

4-H146

4-H145

YOUNGFARMER

ADVISOR &STOR.

144

FUTUREOFFICE

139

ANIMALSCIENCE

138OIT OFFICE

137

GSWCCREGIONAL

REP133

GSWCCPLAN

REVIEWER132

FAC AGENT143

REC SEC142

REC SUPER140

GSWCCADMIN ASST

130

COPY/FUTUREOFFICE

148

GSWCCCOPY/ FILE

134

OITWORKROOM

135

MECH.127

SUPPLY128

GSWCCRESOURCE

SPEC131

CONFERENCEROOM/ 4-H

WORKROOM151

EXTENSIONRECEPTION

152

PHONE/DATA136

WINDOW SEAT

DRIVE

PATIO

FLAG POLE

MICRO.

VESTIBULE100

LOBBY101

GSWCCRECEPTION

129

BLACKOUT SHADES

3A701

F

MECH.122

USDALOBBY

105

BREAKROOM

124

KITCHEN125

10'-5" 7'-2" 3'-8" 10'-6" 10'-5" 3'-5" 7'-4" 9'-7" 9'-7" 2'-3 1/4"

10'-9" 10 1/4"11'-3 3/4" 11'-4" 4'-6" 7'-4" 11'-3" 9'-5" 8'-0" 14'-0" 24'-7" 10'-8" 9" 10'-0" 12'-8" 5'-4" 5'-5" 10'-5"

2'-3 1/4"10'-10 3/4" 7'-7" 8'-0 1/4" 2'-8" 10'-5" 10'-5" 4'-6" 8'-5"

27'-5

1/2

"2'

-0 1

/2"

5'-0

"

A1111

A1113 A111

2

3 1/2" 2'-8 1/2" 3'-8" 7'-0" 3'-8" 7'-0" 3'-8" 1'-0" 6'-0" 3'-8" 9'-0" 3'-8" 5'-8" 1'-4" 3'-8" 7'-0" 3'-8" 2'-7" 6'-4" 1'-3 3/4" 34'-2 1/2" 2'-0 3/4" 6'-0" 3'-6" 5'-4" 4'-0" 3'-8" 1'-4" 5'-8" 3'-8" 9'-0" 3'-8" 6'-0" 1'-0" 3'-8" 7'-0" 3'-8" 7'-0" 3'-8" 2'-8 1/2" 3 1/2"

MECH.141

ELECTRICAL123

126C

126B

117

118

115

125

104102

139

133

143

142

140

138

137

151

129B

101

131

132

141

122

128 112B

9 1/4"2'-8" 4'-0" 19'-4" 6'-8"

9 1/4"

2'-0

"2'

-0" 6'-0

"3

1/2"

25'-6

1/2

"

?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1 ?S1

?S1

?S1

?S3

?S3

?S1?S1?S1?S1?S1?S1?S1?S1?S1?S1?S1?S1?S1

?S1

?S1

?S1

?S1

?S1

120.

00° 120.00°

?S4

?S4

?S12

12'-1

0"5'

-0"

2'-9

"

?1

?2

?3

?4?3

?7

?8

?9

?10

?11

?11?11

?11

?3

?3

?3

?3

?6

?12

?12

?3

152A

105A

11'-9

"2'

-3"

10'-4

"

?S7

?S8

?S11

108

109

110

111

112A

105B

129A

134A

134B

135

136

148B

148A

144

145

146

147

149

2A702

1A702

NRCSTECHNICIAN

120

116

119

120

150

ADP113

MAIL COPY114

B

8

E

1

199'-5"

?3

JANITOR103

WOMEN'SRESTROOM

104

113

103

A1111SIM.

C

21'-8" 3'-10" 1'-2" 5'-8" 3'-8" 9'-0" 3'-8" 6'-0" 1'-0" 3'-8" 7'-0" 3'-9" 6'-11" 3'-8" 2'-8 1/2" 3 1/2"3 1/2" 2'-8 1/2" 3'-8" 7'-0" 3'-8" 7'-0" 3'-8" 1'-0" 6'-0" 3'-8" 9'-0" 3'-8" 5'-8" 1'-4" 3'-8" 7'-0" 3'-8" 7'-0" 3'-8"4"

1'-4" 1'-4" 27'-4"1'-4" 1'-4"

3 1/

2"3'

-8 1

/2"

3'-8

"6'

-8"

3'-4

"

2'-7

1/2

"

5'-0

1/2

"3'

-8"

7'-8

"3'

-8"

5'-4

1/2

"

2'-3

1/2

"

3'-8

"6'

-4"

3'-8

"4'

-0 1

/2"

3 1/

2"

?S9

100

114

152B

127

124B

123

124A

2'-11"

3 1/

2"3'

-8 1

/2"

3'-8

"50

'-8"

3'-8

"3'

-8 1

/2"

3 1/

2"

5'-0

"7'

-7 3

/4"

8'-6

"11

'-3 1

/2" 2'-0

1/2

"

5'-0

"

11'-7

3/4

"11

'-5"

4'-4

1/2

"7'

-0 1

/2"

2'-2

1/4

"2'

-11"

6'-6

"

E2

B1

B1

G2

E2

C3C3

C3

A2

A2

A2A2E2A2A2

A2

E2

E2A2A2

A2

A2

A2

A2

A2

A2

A2

A1

A1

A2 E2

E2

E2E2

A1A1

A2 A2 A2A2

A2 A2 A2 A2 A2A2

E2

E2

A3

E2

A1A1A1

B1

B1

E2

A1

E2

E2E1

A1

E1

E1

E1

A1 A2 A2 A2 A2

A2 A2 A2 A2

C1

C1

A1

C1

C2

A2

C2

C2

A2

C2

A2

A2A2A2A2

A2A2A2

B1

B1

B1

?S5

?S6

?S10

126A

65'-5

"

A501

1

A501 9

A5018

A5017

A501

2

A5013

A5016

A5021

?3

A501 4

2A701

1A701

?3

?5

?5

D

STONE VENEER

B1 B1

A3

5

A501

2SIMO.H.

A501

1 SIMO.H.

A501

7SIM

3'-0"

A502 3

A502

4

A80211

105C

SIM.

?7

?10

18'-0

"3'

-8"

7'-8

"3'

-8"

17'-8

"

7'-7

"

A2

5'-1

0 3/

4"

E2

E1

E1

12'-11" 5'-0" 10'-10" 9'-11 3/4" 20'-9" 13'-6 3/4" 2'-9" 4'-10" 2'-7" 7'-4" 2'-6" 13'-4" 2'-6" 7'-4" 9'-5 1/4" 5'-6 1/2" 6'-8" 5'-6 1/4" 14'-2" 2'-0" 8'-10" 3'-8" 27'-4 1/2"

3'-9" 14'-0" 3'-9"

2'-3

1/4

"9'

-0"

6'-4

"

E2

E2

B1

B1

B1

B1B1 B1 B1

ABOVES.F.

E1ABOVES.F.

E2

E1ABOVES.F.

10'-0

"4'

-0"

5'-8 3/8"

4'-6"

7'-0

"

?13

C1

A1

A1

A5025

SINK; REFER TO PLUMBING?1

?2

?3

?4

?5

?6

?7

MILLWORK; REFER TO INTERIOR ELEVATIONS AND MILLWORK DETAILS

?8

?9

?10

CEILING MOUNTED PROJECTOR BY OTHERS

DRINKING FOUNTAIN; REFER TO PLUMBING AND ELECTRICAL

REFRIGERATOR WITH ICE MAKER BY OTHERS

STORAGE SHELVING; GLOBAL INDUSTRIAL, GORILLA RACK 48X24X72 BEAMSHELVING W/ 5 LEVELS, 500LB CAPACITY PER SHELF, STOCK # T9FB538794,EQUAL OR BETTER. PROVIDE BLOCKING IN WALL FOR SUPPORT

CUPOLA ABOVE

RECESSED ENTRANCE MAT; REFER TO STRUCTURAL FOR RECESSEDCONCRETE SLAB

FLOOR DRAIN; DRAINS TO BE AT LOWEST ELEVATION IN ROOM - REFER TOPLUMBING

CEILING MOUNTED PROJECTION SCREENS BY OTHERS (137" DIAGONAL)

?11 FUTURE WALL MOUNTED LCD SCREEN BY OTHERS

?12 SLIDING BARN DOORS

?13 SHOE CLEANING STATION

1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF ALL DISCIPLINES.

2. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY

3. DIMENSIONS WHERE SHOWN ARE TYPICALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FACE OF FINISH

4. DIMENSIONS SHOWN ON LARGER DRAWINGS GOVERN

5. FIELD VERIFY ALL EXISTING CONDITIONS

6. SEE SHEET A801 FOR WINDOW DESIGNATIONS

7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEANTO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED.

8. ALL INTERIOR GYPSUM WALL BOARD SHALL BE 5/8" THICK ON METAL STUDSOR GYPSUM FURRING CHANNELS UNLESS OTHERWISE NOTED.

9. PROVIDE MOISTURE RESISTANT GWB IN ALL TOILETS AND JANITOR CLOSETS.EXCEPTION, PROVIDE CEMENTITIOUS BACKER BOARD BEHIND ALL WALL TILE.

10. PROVIDE FINISHED WALLS AND FLOORING UNDER AND BEHIND ALLEQUIPMENT AND CASEWORK.

11. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL OR PLUMBING ITEMSPENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TOSTRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALLPENETRATIONS THROUGH RATED WALLS AND SMOKE BARRIERS SHALL BESEALED WITH APPROPRIATE FIRE STOP MATERIAL TO PROVIDE FIRE, SMOKEAND/OR ACOUSTIC ISOLATION OF SPACES.

12. ALL INTERIOR AND EXTERIOR WOOD BLOCKING SHALL BE TREATED ASCALLED FOR IN SPECIFICATIONS.

13. ALL COLUMNS TO BE FINISHED WITH WALL TYPE 'B1' UNLESS OTHERWISENOTED. FURRING TO COMPLETELY CONCEAL COLUMNS TO CEILING LEVEL.

14. ALL GYPSUM BOARD PARTITIONS TO HAVE LEVEL 4 FINISH.

?S1

PARTITION TYPE - SEE SHEET A002 FOR PARTITION TYPESX.1

1. ALL PARTITIONS TO BE TYPE A2 ABOVE UNLESS NOTED OTHERWISE

2. USE CEMENTITIOUS BACKER BOARD AT CERAMIC TILE LOCATIONS. SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

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SIZE

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53

SPU

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ALH

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307

01

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UN

TY95

% R

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ET02

/28/

13N

o.D

ESC

RIP

TIO

ND

ATE

As indicated


A101

FLOOR PLAN

BEM

JLS

02/28/13

12440GORDON

1/8" = 1'-0"A101

1 FLOOR PLAN

FLOOR PLAN KEYED NOTESFLOOR PLAN GENERAL NOTES

PARTITION TYPE NOTES

22

2

2

22

2

2

2

22

2

2

2 2

2

2

2

2

2

2

2

22

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

2 3 4 5

A

G

6 7

PREFINISHED METAL ROOFPANELS BY PRE-ENGINEEREDMETAL BUILDING SUPPLIER3

A701

F

2A702

SLO

PE4:

12SL

OPE

4:12

SLO

PE4:

12SL

OPE

4:12

SLOPE4:12

SLOPE4:12

SLOPE4:12

SLOPE4:12

B

8

E

1

C

1A711

1A701

1'-0" 6'-6"

6'-6

"1'

-0"

CUPOLASLOPE 6:12

D

4'-0"4'-0"

4'-0

"

4'-0"

PREFINISHED METAL ROOFPANELS BY PRE-ENGINEEREDMETAL BUILDING SUPPLIER

4'-0"4'-0"

4'-0

"

4'-0

"4'

-0"

LINE OF BUILDING BELOW

VENT STACK THRU ROOF -SEE PLUMBING DRAWINGS

OUTSIDE AIR INTAKE - SEEMECHANICAL DRAWINGS

OUTSIDE AIR INTAKE - SEEMECHANICAL DRAWINGS OUTSIDE AIR INTAKE - SEE

MECHANICAL DRAWINGS

VENT STACK THRU ROOF -SEE PLUMBING DRAWINGS

EXHAUST FAN - SEEMECHANICAL DRAWINGS

7A710

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

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04 6

05 0

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F: 4

04 6

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SIZE

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1282

SR

53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

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UN

TY95

% R

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W S

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/28/

13N

o.D

ESC

RIP

TIO

ND

ATE

1/8" = 1'-0"


A102

ROOF PLAN

BEM

JLS

02/28/13

12440GORDON

1/8" = 1'-0"A102

1 ROOF PLAN

2

2

2

2

22

2

2

2

2 2

2

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

4

A

2 3/4" 1'-1 1/4" 1'-1 1/4" 2 3/4"

2'-8"

4'-0

"

2 3/

4"1'

-9 1

/4"

1'-9

1/4

"2

3/4"

R-5 ISOCYANURATE INSULATINGSHEATHING

COLD FORMED METAL FRAMING

SYNTHETIC STONE VENEEROVER METAL LATH

STEEL COLUMN - SEESTRUCTURAL DRAWINGS

SYNTHETIC STONE VENEERCORNER - TYPICAL EACH CORNER

4

B

1'-4" 4'-8" 3'-4"

2 3/4" 1'-1 1/4" 4'-5 1/4" 2 3/4" 3'-1 1/4" 2 3/4"

1 1/

2"1'

-3 1

/4"

2 3/

4"1'

-9 1

/4"

2 3/

4"

1'-6

"2'

-0"

3 1/

2"3'

-1 1

/4"

2 3/

4"

3 1/

2"3'

-4"

FLUID - APPLIED VAPOR - PERMEABLE AIRBARRIER OVER R-5 ISOCYANURATEINSULATING SHEATHING

COLD FORMED METAL FRAMING


CONT. BACKER RODAND SEALANT

5/8" GYP BOARD WITHSCHEDULED FINISH AND SOUNDATTENUATION

SOLID SURFACE SILL

INSUL. GLASS IN ALUM.FRAMING SYSTEM

COLD FORMED METAL FRAMINGWITH R-19 MIN. BATT INSULATION

CAULK JOINT

VERTICAL METAL PANELS ON 3/4" GALV. MTL.HAT CHANNELS AT 16" O.C. MAX SHIM ASNECESSARY

FLASHING BY METALPANEL SUPPLIER


5/8" GYP BOARD WITHSCHEDULED FINISH


CAULK JOINT




SYNTHETIC STONE VENEERCORNER - TYPICAL EACH CORNER


A8035

PRE-ENGINEERED METALBUILDING STEEL COLUMN

B

8

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

3'-0"



5/8" GYP BOARD WITHSCHEDULED FINISH

SOLID SURFACE SILL


COLD FORMED METAL FRAMINGWITH R-19 MIN. BATT INSULATION

CAULK JOINT

OUTSIDE CORNER TRIM BYMETAL PANEL SUPPLIER

VERTICAL METAL PANELS ON 3/4" GALV. MTL.HAT CHANNELS AT 16" O.C. MAX SHIM ASNECESSARYFLASHING BY METAL

PANEL SUPPLIER

A8036

PRE-ENGINEERED METALBUILDING STEEL COLUMN

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

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04 6

05 0

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04 6

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SIZE

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1282

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SPU

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WC

ALH

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307

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13N

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RIP

TIO

ND

ATE

As indicated


A111

PLANDETAILS

BEM

JLS

02/28/13

12440GORDON

1 1/2" = 1'-0"A111

1 PLAN DETAIL AT PILASTER

1 1/2" = 1'-0"A111

3 PLAN DETAIL AT FRONT ENTRANCE

3" = 1'-0"A111

2 PLAN DETAIL AT CORNER

2

2

2

22

2

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

2 3 4 5

A

G

6 7

F

A9'-0" A9'-0" A9'-0" A9'-0"A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0" A9'-0" A9'-0" A9'-0" A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"B9'-0" A9'-0" A9'-0"

A9'-0"

A9'-0"A9'-0"A9'-0"A9'-0"

A9'-0" A9'-0"A9'-0" A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

B10'-0"

B9'-0"

B10'-0"

B12'-0"

B10'-0"

B9'-0"

B10'-0"

B10'-0"

VARIES B

VARIES DVARIES D

VARIES D

VARIES D

VARIES C

E9'-0"

USDALOBBY

105

AUDITORIUM126

COUNTYDIRECTOR

108

FSA FARMLOAN PT

109

FSA FARMLOAN

OFFICER110

FSA FARMLOAN

MANAGER111

SHAREDFILE ROOM

112

NRCSGRAZINGLAND SP

115

USDACONFERENCE

ROOM116

NRCSDISTRICT

CONS.117

NRCSENGINEER

118

NRCSTECHNICIAN

119

BREAKROOM

124

MEN'SRESTROOM

102

FSA TECH107

FSA TECH106

NRCS ACES121

CES150

CEC1494-H

1474-H146

4-H145

YOUNGFARMER

ADVISOR &STOR.

144

FUTUREOFFICE

139

ANIMALSCIENCE

138OIT OFFICE

137

GSWCCREGIONAL

REP133

GSWCCPLAN

REVIEWER132

CONFERENCEROOM/ 4-H

WORKROOM151

FAC AGENT143

REC SEC142

REC SUPER140

GSWCCADMIN ASST

130

COPY/FUTUREOFFICE

148

GSWCCCOPY/ FILE

134

OITWORKROOM

135

MECH.127

SUPPLY128

GSWCCRESOURCE

SPEC131

EXTENSIONRECEPTION

152

PHONE/DATA136

VESTIBULE100

LOBBY101

GSWCCRECEPTION

129

MECH.122

KITCHEN125

MECH.141

ELECTRICAL123

B8'-8"

A9'-0"

A9'-0"

P

2'-2

"6'

-0"

2'-2

"3'

-6"

3'-6

"

3'-0" 5'-8" 5'-9 3/4" 5'-8" 3'-0"

EQ EQ EQEQEQ

B

8

E

1

C

2'-4" 4'-8" 4'-8" 2'-4"

5'-0

"2'

-0"

2'-0

"EQ

.EQ

.2'

-0"

SLO

PESL

OPE

4'-0"

5'-1

1"6'

-5"

4'-0

"1'

-8"

5'-8

"6'

-5"

5'-1

1"

4'-0"

EQ. 5'-0" EQ.

EQ.

6'-0

"EQ

. EQ. 4'-0" 4'-0" 4'-0" EQ.

4'-4

"6'

-0"

ADP113

B9'-0"

B8'-8"

SLOPESLOPE

PREFINISHEDMETAL SOFFIT


PREFINISHEDMETAL SOFFITPREFINISHED

METAL SOFFIT



D

F9'-0"

2'-6"2'-0"

A9'-0"

NRCSTECHNICIAN

120



VARIES B

B10'-0"VARIES C

P

F9'-0"

B10'-0"

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

1'-1

"1'

-1"

WOMEN'SRESTROOM

104

A9'-0"

B.O. FIXTUREAT 10'-0"

B.O. PROJECTORAT 9'-0"

EQ.

8'-0

"8'

-0"

8'-0

"8'

-0"

8'-0

"EQ

.

EQ EQ

EQ EQ

DUCT SOCK -SEE MECHANICAL

B.O. FIXTUREAT 13'-6"

F9'-0"

JANITOR103

STEEL BEAM - PAINT SEESTRUCTURAL DRAWINGS

STEEL BEAM - PAINT SEESTRUCTURAL DRAWINGS

ACCESSPANEL

A 24" X 24" ACOUSTIC CEILING TILE,USG, RADAR WITH TEGULAR EDGE

B 1/2" GYPSUM BOARD; SCHEDULED PAINT

C 24" X 48" ACOUSTIC CEILING TILEUSG, RADAR CLIMAPLUS ILLUSION FOUR/48WITH TEGULAR EDGE

D OPEN TO STRUCTURE; SCHEDULED PAINT

E 24" X 24" ACOUSTICAL CEILING TILE, USG,RADAR CLIMAPLUS HIGH NRC, HIGH CAC,WITH TEGULAR EDGE

F (2) LAYERS OF 5/8" GYPSUM BOARD;SCHEDULED PAINT - 1 HOUR RATED

A1'-0"

CEILING HEIGHTABOVE FINISH FLOOR

CEILING TYPE

RECESSED LIGHT FIXTURE; REFER TO ELECTRICAL

WALL SCONCE; REFER TO ELECTRICAL

2X2 OR 2X4 FLUORESCENT LAY-IN LIGHT FIXTURE

PROJECTOR; REFER TO ELECTRICAL

EXIT LIGHT; REFER TO ELECTRICAL

P

MECHANICAL DIFFUSERS:REFER TO MECHANICAL

MECHANICAL RETURN AIR GRILLE:REFER TO MECHANICAL

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

T: 4

04 6

05 0

690

F: 4

04 6

05 0

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© 2

011

SIZE

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GR

OU

P

AGR

ICU

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RAL

SER

VIC

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ENTE

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1282

SR

53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

RD

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CO

UN

TY95

% R

EVIE

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ET02

/28/

13N

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ESC

RIP

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ND

ATE

1/8" = 1'-0"


A201

REFLECTEDCEILING

PLAN

BEM

JLS

02/28/13

12440GORDON

1/8" = 1'-0"A201

1 REFLECTED CEILING PLANCEILING GENERAL NOTESCEILING LEGENDCEILING TYPES

1. CENTER FIRE SPRINKLER HEADS ON CEILING TILE (TYP.). COORDINATE ENTIRE FIRESPRINKLER LAYOUT AND DRAIN PIPE LOCATION WITH ARCHITECT.

2. CONTRACTOR TO SCHEDULE CEILING CAVITY COORDINATION MEETING WITH ALLSUBCONTRACTORS AND ARCHITECT PRIOR TO INSTALLING ANY COMPONENTS.

3. CENTER LIGHT FIXTURES WITHIN CEILING TILES AND GYPSUM BOARD SOFFITS INBOTH DIRECTIONS, UNLESS NOTED OTHERWISE.

4. NOT USED.

5. REFER TO ELECTRICAL FOR AUDIO/VISUAL ROUGH-IN TO BE INSTALLED BY G.C.

6. PROVIDE AND INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS ASNEEDED TO ACCESS ABOVE CEILING EQUIPMENT. G.C. TO REVIEW LOCATIONS WITHARCHITECT PRIOR TO INSTALLATION. ACCESS PANELS SHALL BE PROTECTED ASAPPROPRIATE FOR THE FIRE RESISTANCE RATING OF THE BARRIER.

8. EXTERIOR FIXTURES AND INSTALLATION SHALL BE WATERTIGHT.

9. EMERGENCY LIGHT FIXTURES SHALL BE PROVIDED AS REQUIRED BY CODE.

10. PROVIDE ACCESS DOORS AT ALL LOCATIONS INDICATED OR REQUIRED FORACCESS TO EQUIPMENT, VALVES, JUNCTION BOXES, ETC.

11. PROVIDE CORNER BEADS, J BEADS AND OTHER GYPSUM BOARD ACCESSORIESAT ALL EXPOSED CORNERS, UNLESS NOTED OTHERWISE.

12. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES.

2

2

2

2

2

2

2

2

2

2

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

REF

.D

W

PNT 5

STN-1

B 1

SHAREDFILE ROOM

112

ADP113

NRCSGRAZINGLAND SP

115

USDACONFERENCE

ROOM116NRCS

DISTRICTCONS.

117

NRCSENGINEER

118

NRCSTECHNICIAN

119

NRCSTECHNICIAN

120

MECH.122

ELECTRICAL123

BREAKROOM

124

KITCHEN125

USDALOBBY

105

MAIL COPY114

COUNTYDIRECTOR

108

FSA FARMLOAN PT

109

FSA FARMLOAN

OFFICER110

FSA FARMLOAN

MANAGER111

MEN'SRESTROOM

102

WOMEN'SRESTROOM

104

VESTIBULE100

LOBBY101

CONFERENCEROOM/ 4-H

WORKROOM151

CES150

CEC149

4-H147

4-H146

4-H145

YOUNGFARMER

ADVISOR &STOR.

144

FAC AGENT143

REC SEC142

REC SUPER140

FUTUREOFFICE

139

ANIMALSCIENCE

138

OIT OFFICE137

GSWCCREGIONAL

REP133

GSWCCPLAN

REVIEWER132

GSWCCRESOURCE

SPEC131

GSWCCRECEPTION

129

MECH.127

SUPPLY128

AUDITORIUM126

COPY/FUTUREOFFICE

148

OITWORKROOM

135GSWCC

COPY/ FILE134

MECH.141

PHONE/DATA136

EXTENSIONRECEPTION

152

CORRIDOR153

CORRIDOR154

PNT 2

CPT-1

B 1

PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1B 1

PNT 1B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1PNT 1

CPT-1

B 1

PNT 1B 1

PNT 5

CPT-1

B 1

PNT 1

CPT-1

B 1

PNT 1

STC-1

B 2

PNT 1B 1

PNT 1B 2

PNT 5B 2

PNT 5B 2

PNT 1B 1

PNT 1

SC

B 1

PNT 1

SC

B 1

PNT 1B 1

PNT 1B 3

PNT 1B 3

PNT 1

B 1

JANITOR103

SC

PNT 1

SC

B 1

PNT 1

SC

B 1

PNT 1 RF-1B 1

WT 1 WT 1

WT 1

WT 1WT 1

PNT 1B 2

STC-1

CPT-2

PNT 1B 1

CPT-1

PNT 5

PNT 5

PNT 2

PNT 3

PNT 3

PNT 3

PNT 3

PNT 5

ST 1PNT 3

PNT 3

FRP 1

PNT 2

PNT 2

STC-2

STC-1

STC-1

STC-1STC-1

STC-1

STC-2

STC-2

STC-1

STC-1STC-1

STC-1

STC-1

STC-2 STC-2

STC-2 STC-2

STC-2

STC-2

PNT 4

PNT 2

PNT 2

PNT 2

1. ALL FINISHES CONTINGENT UPON OWNER AND TENANT REVIEW AND APPROVAL.

2. ALL METAL DOOR FRAMES TO BE PAINTED TO MATCH ADJACENT WALL, GLOSS FINISH, U.N.O.

3. ALL GYP. BOARD CEILINGS TO BE PAINTED PNT-6 , FLAT FINISH, U.N.O.

4. ALL HALLWAYS, RESTROOMS, LOBBIES, AND HIGH TRAFFIC AREAS TO BE PAINTED WITH SEMI-GLOSS FINISH, U.N.O.

5. ALL ROOMS AND OFFICES TO BE PAINTED WITH EGGSHELL FINISH, U.N.O.

6. WHERE SEAMS IN FLOORING MATERIALS OCCUR AT DOORS, THEY SHALL BE PARALLEL WITH THE DOOR IN THE CLOSED POSITIONAND CENTERED ON THE THICKNESS OF THE DOOR, U.N.O.

7. FURNISH AND INSTALL CONTINUOUS ROLL RUBBER BASE. WRAP BASE AT CASED OPENINGS AND STUB WALLS.

8. WHERE STAINED CONCRETE OR RESILIENT FLOORING MEETS CARPET, PROVIDE RUBBER TRANSITION. COLOR TO MATCH ADJACENTRUBBER BASE.

9. ALL CABINET DOORS AND DRAWERS TO HAVE LOCKS.

10. ALL WINDOW SILLS TO BE SS-3.

11. CONTRACTOR TO SUPPLY AND INSTALL 1" ALUMINUM BLINDS AT ALL EXTERIOR WINDOWS, EXCEPT AT AUDITORIUM 126. CONTRACTOR TO SUPPLY AND INSTALL MANUAL, BLACKOUT MECHO SHADES AT AUDITORIUM 126 WINDOW.

CPT-1

CPT-1

PATCRAFTCARPET TILE

RECESSED WALK-OFFCARPET SYSTEM

PNT 1 MANUF: PPG

STC-1 KEMIKOCONCRETE FLOOR STAIN

PNT 2

PNT 3

WALLS

WT 1 FLORIDA TILE6 X 24 WALL TILE

WALL TILE

PL 1 ARBORITE

PL 2

PLASTIC LAMINATE & FIBER- REINFORCED PLASTIC

FLOOR

FINISH LEGEND

INDICATES CHANGE IN FLOORING MATERIAL

SYMBOL DESCRIPTION STYLE/COLOR REMARKS SYMBOL DESCRIPTION STYLE/COLOR REMARKS

STYLE: Z6474 INTRINSICCOLOR: 798 BURLAP BAG

MANUF: TBDCOLOR: TBD

SC SEALED CONCRETE

COLOR: VINTAGE UMBER STAIN

RF FORBOANTI-STATIC FLOORINGCOLOREX ECCOLOR: EC 250207 QUARTZ

COLOR: 512-2 CREAM WHITE

MANUF: PPG

MANUF: BENJAMIN MOORE

STYLE: NATURACOLOR: NANTUCKET GRAY 28013

COLOR: W-430 VLPECAN TEKKA

COLOR: P-350 FPWIRED TITANIUM

SS 1 MANUF: LG HI-MACS

SS 2

SOLID SURFACE

MANUF: LG HI-MACS COLOR: WARM GREY

PRODUCT SUPPLIEDBY OWNER

PRODUCT SUPPLIEDBY OWNER

B 1

B 2

B 3

ALLSTATE4" CONT. RUBB. COVE BASE

BASE

WOOD BASE6" STAINED

FLORIDA TILE3 X 24 BULLNOSE BASE

COLOR: A33

COLOR: TBD

COLOR: NATURACOLOR: NANTUCKET GRAY P43N9

SYMBOL DESCRIPTION STYLE/COLOR REMARKS FINISH NOTES

ARBORITE

FRP 1STANDARDCOLOR: WHITE

MARLITEFRP PANEL

ST 1 BORALSTONE VENEER

STONE VENEER

CULTURED STONECOUNTRY LEDGESTONE ASPEN

STC-2 KEMIKOCONCRETE FLOOR STAIN

COLOR: BLACK STAIN

COLOR: 314-4 SPICED VINEGAR

COLOR: 2136-40 AEGEAN TEAL

PNT 4 MANUF: PPG COLOR: 430-7 WARM MAHOGANY

PNT 5 MANUF: PPG COLOR: 409-4 LIGHT SAGE

SS 3 MANUF: LG HI-MACSCOLOR: WHITE PRODUCT SUPPLIED

BY OWNER

COLOR: TAN / BEIGE

PNT 6 MANUF: PPG COLOR: 518-1 DELICATE WHITE

CONTROL JOINT

CONCRETE SAW CUT

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

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As indicated


A301

FINISH PLAN

BEM

AK

02/28/13

12440GORDON

1/8" = 1'-0"A301

1 FINISH PLAN

2

2

2

2

2

2

22

2 2

2

22

2

2

2

22

2

2

2

2

2

2

2

2

2

LEGEND

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

0"FLOOR PLAN

2345

22'-10 1/2"T.O. ROOF

30'-1 3/4"T.O. CUPOLA

67

PREFINISHED METALROOF PANEL

PREFINISHED METAL TRIM

PREFINISHED VERTICALMETAL PANELS

PREFINISHED METAL TRIMCONCRETE CURB


SYNTHETIC STONE VENEER

CAST STONE CAPINSUL. GLASS IN ALUM.FRAMING SYSTEM



PREFAB CUPOLA

STEEL BEAM - PAINT

3A701

17'-3 3/4"T.O. FRONT ROOF

2A702

1A7028 1

1A711

LIGHTNING RODPROTECTION


PREFINISHED ALUM.LETTERS 14"H AND 9"H

PREFINISHED ALUM.LOGO

0"FLOOR PLAN

2 3 4 5

22'-10 1/2"T.O. ROOF

30'-1 3/4"T.O. CUPOLA

6 7


PREFINISHED METAL FASCIA


CONCRETE CURB

PREFINISHEDMETAL ROOF PANEL


PREFAB CUPOLA


CAST STONE CAP

CAST STONE SILL

INSUL. GLASS IN ALUM.FRAMING SYSTEMSTEEL BEAM - PAINT



81

17'-6 3/4"T.O. REAR ROOF

2A701

1A701


PREFINISHED METAL TRIM

0"FLOOR PLAN

A

22'-10 1/2"T.O. ROOF

30'-1 3/4"T.O. CUPOLA

G



SYNTHETIC STONEVENEER

CAST STONE CAP


PREFINISHED METALFASCIA


CAST STONE CAP

CAST STONE SILL


CONCRETE CURBINSUL. GLASS IN ALUM.FRAMING SYSTEM

F


BE C

PREFAB CUPOLA

D

0"FLOOR PLAN

A

22'-10 1/2"T.O. ROOF

30'-1 3/4"T.O. CUPOLA

G





ALUM. FASCIA


CAST STONE SILL

CAST STONE CAP


PREFINISHED METALFASCIA


CAST STONE CAP

F


B EC

17'-6 3/4"T.O. REAR ROOF

PREFAB CUPOLA

D

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

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E D

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ATE

1/8" = 1'-0"


A401

EXTERIORELEVATIONS

BEM

JLS

02/28/13

12440GORDON

1/8" = 1'-0"A401

1 NORTH ELEVATION

1/8" = 1'-0"A401

2 SOUTH ELEVATION

1/8" = 1'-0"A401

4 EAST ELEVATION

1/8" = 1'-0"A401

3 WEST ELEVATION

2

2

2

2

2

2

2

2

2

2

2

2 2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

5

B

C

A50111A501 10

H C F

E

C

H C

HC

J

F J

L

J

L

D

N

D

N

J

G

G

G

G

G

G

P

KO

A

B B

M M

Q

3'-1

"3'

-1"

5'-1

1"

4'-2" 4'-0" 2'-7" 1'-11" 2'-7" 2'-11" 5'-3"

3'-1

"3'

-0"

6'-7" 10"

6'-5

"5'

-7 3

/4"

F1 F1E2

E2

E2E2

E2

E2D1

C2

C2 C2

C1 E2E2

G

G

G

WT 1

PNT 1

B 3SS 1

1A510

D

N

WT 1

WT 1

PNT 1

B 3SS 1

1A510

D

N

WT 1

7'-0

"

5'-0"B 1

PL 1

5A510

MILLWORK

3'-9"

7'-0" 2'-3"

3'-6

"

SS 2

PL 2

4A510

B 2

DISPLAYSHELF UNIT

PNT 1

PL 1

7'-0

"

7'-0

"

5A510

5A510

5'-0"5'-0" B 1

7'-0

"

11'-0"

1'-8

"2'

-4"

3'-0

"7'

-0"

EQ EQ EQ

PNT 2

PL 1

PL 1

PL 1

COPIER, N.I.C.

6A510

5A510

SS 2

1'-6

"2'

-6"

6A510

V.I.F.12'-10"

2A510

OPEN

B 1

PNT 1

PL 2

SS 2

2'-1

0"

PL 1

7'-0

"

5A510

SS 2

PNT 1

B 2

OPEN

PL 2

2A510

2'-1

0"

NO. DESCRIPTION REMARKS

RECESSED PAPER TOWELDISPENSER/ WASTE

TOILET PAPER DISPENSER

SURFACE-MOUNTED SOAPDISPENSER

GRAB BAR 36" BLOCKING AS REQUIRED; ALLH.C. TOILETS

GRAB BAR 42"

COAT HOOK

SANITARY NAPKIN DISPOSAL

SEMI-RECESSED SANITARYNAPKIN DISPENSERA

B

C

D

E

F

G

H

MANUFACTURER MODEL NO. FINISH

BOBRICK B-3944

SATIN STAINLESS STEEL

GOJO NXT 1000 DOVE GREY

BOBRICK B-6806-36 SATIN STAINLESS STEEL

BOBRICK B-6806-42 SATIN STAINLESS STEEL

BOBRICK B-270 SATIN STAINLESS STEEL

SATIN STAINLESS STEEL

BLOCKING AS REQUIRED; ALLH.C. TOILETS

TOILET SEAT COVER DISPENSERJ


MOP HOLDERK

BOBRICK B-224X36 SATIN STAINLESS STEEL

ACCESSORIES LEGEND


TOILET PARTITIONSL

ELECTRIC HAND DRYERM

BOBRICK B-2892

MIRROR PLATE GLASSN

BOBRICK B-166 2436 SATIN STAINLESS STEEL

FRP PANELO TO 6'-0" AFF

PJANITOR'S SHELF 5 HIGH SHELVING ON DIVIDES

15"D X 36"W

MARLITE STANDARD P100 WHITE

BOBRICK B-370634 50 SATIN STAINLESS STEEL

INSIDE FACE OF STALL DOOR

Q FULL HEIGHT MIRRORTOP AT 6'-0" AFF

33" -

36"

T.O

. RIM

AD

A 17

"T.

O. R

IM 1

5"

1'-0" MIN. 3'-6"

4'-6" MIN.

1'-0" MAX 3'-0"

33" -

36"

17" M

AX

44" M

AX

48" M

AX

40" M

AX

27" M

IN.

34" M

AX 48" M

AX 4'-6

"

1'-6"

31" M

IN.

WATER CLOSETTOILET PAPER DISPENSER

GRAB BAR

ADA URINAL INSULATE HOT WATERAND WASTE LINES

MIRROR

SOAPDISPENSER

LAVATORY

PAPER TOWELDISPENSER

COAT HOOK

NOTE: REFER TORESTROOM ELEVATIONSFOR OTHER INFORMATION

2'-0

"

URINAL

PL 1

PL 1SS 2

REF.N.I.C.

D.W.N.I.C.

MICRO.N.I.C.

10'-9 3/4"

2'-6

"1'

-8"

3'-0

"

2'-1

0"

10'-9 3/4"

1'-8 1/2"MIN. ADA

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

6A510

7A510

6A510

EQ EQ EQ EQ

2'-1

0"

5'-0"

PL 1

SS 2

CASTERS

3A510

MOVABLEISLAND

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

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TLA

NTA

, GEO

RG

IA 3

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13N

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ESC

RIP

TIO

ND

ATE

As indicated


A501

ENLARGEDPLANS &INTERIOR

ELEVATIONS

BEM

AK / JLS

02/28/13

12440GORDON

1/4" = 1'-0"A501

6 ENLARGED PLAN - RR 102 & 104 1/4" = 1'-0"A501

11 INT. ELEV - WOMEN'S 104 1/4" = 1'-0"A501

10 INT. ELEV. - MEN'S 102

1/4" = 1'-0"A501

7 INT. ELEV - FSA TECH 106

1/4" = 1'-0"A501

3 INT. ELEV - LOBBY 101

1/4" = 1'-0"A501

8 INT. ELEV - MAIL COPY 114 1/4" = 1'-0"A501

9 INT. ELEV - MAIL COPY 114

1/4" = 1'-0"A501

2 INT. ELEV - NRCS ACES 121 1/4" = 1'-0"A501

1 INT. ELEV - USDA 105

ACCESSORIES ABOVE ARE THE BASIS OF DESIGN - ADDITIONAL PRODUCTS LISTED IN SPECIFICATIONS

1. PROVIDE WATERPROOF MEMBRANE BEHIND FLOOR AND WALLTILE AT RESTROOM LOCATIONS

2. SEAL ALL PENETRATIONS AT WALL PENETRATIONS IN LINE WITHWATERPROOFING MEMBRANE.

3. FLOOR DRAIN LOCATIONS SHOULD BE SET AT LOWEST POINTELEVATION IN ROOM

RESTROOM NOTES

1/4" = 1'-0"A501

4 INT.ELEV - KITCHEN 125 1/4" = 1'-0"A501

5 INT. ELEV - KITCHEN 125

2

2

2 2

2

22

2

22

22

2

2

22

22

22

2 2 2 2 2

222

2 2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

F

A502

2

2A701

1'-6

5/8

"2'

-4"

19'-4"3'-0"3'-0"

3'-0"

1'-7 1/2"

3'-0"3'-0"

1'-7 1/2"

A80311

?S12 ?S12?S12

?S12?S12

WINOW SEAT

PL 1 B 2

1'-6

"

2A701

SS 1SEAT

2'-8

"6'

-4"

1'-0

"

WINDOWSEAT

PNT 4

PNT 4PNT 4

SLIDING WOOD BARNDOORS, STAINED

B 2

PNT 1

4A802

PNT 6

B 2

PNT 3PNT 3

PNT 3 PNT 3

9'-0"

9" HIGH PREFINISHEDALUM. LETTERS



PNT 6

GYP BOARD SOFFIT

ACOUSTICAL CEILINGTILES IN SUSPENDED GRID

SUSPENDED LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS

CEILING MOUNTEDPROJECTION SCREEN - NIC

CEILING MOUNTEDPROJECTION SCREEN - NIC

SUSPENDED LIGHT FIXTURES -SEE ELECTRICAL DRAWINGS

PNT 2

PNT 1 PNT 1

PNT 6 GYP BOARD SOFFIT

ACOUSTICAL CEILINGTILES IN SUSPENDED GRID

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

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TLA

NTA

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/28/

13N

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ESC

RIP

TIO

ND

ATE

1/4" = 1'-0"


A502

ENLARGEDPLANS &INTERIOR

ELEVATIONS

BEM

AK / JLS

02/28/13

12440GORDON

1/4" = 1'-0"A502

1 ENLARGED PLAN - AUDITORIUM 126 1/4" = 1'-0"A502

2 INT. ELEV - AUDITORIUM 126 1/4" = 1'-0"A502

3 INT. ELEV - AUDITORIUM 126

1/4" = 1'-0"A502

4 INT. ELEV - LOBBY 101

1/4" = 1'-0"A502

5 INT. ELEV - AUDITORIUM 126

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

SCHEDULED WALL FINISH

2'-1

0"4"

2'-0"

PROVIDE PIPE INSULATIONWRAP PRODUCT AT EXPOSEDPIPING UNDER SINK

3 1/2" X 3 1/2" X 1/4"STEEL ANGLES WELDEDTO STEEL TUBE FRAME

1/2" SOLID SURFACE OVER3/4" MDF PANEL SHIM ASREQUIRED TO SUPPORT ONTUBE

3" X 3" STEEL TUBE FRAMEATTACHED TO BASEPLATE

6"

REFER TO FLOOR PLANSFOR PARTITION TYPE

SINK AND FAUCET - SEEPLUMBING DRAWINGS

4"1'

-0"

1'-3"

WHITE MELAMINE @CABINET INTERIOR, TYP.

SOLID SURFACECOUNTER ANDBACKSPLASH

WIRE PULL, TYP.

1X WOOD BLOCKING, TYP.

SCHEDULED BASE

CONT. SEALANT

1'-3"

WIRE PULL, TYP.

ADJUSTABLE SHELVES (2): WHITEMELAMINE ON 3/4" PLYWOODWITH RECESSED SHELFSTANDARDS AND SUPPORTS

WHITE MELAMINE @ CABINETINTERIOR, TYP.

4"

2'-6

"3'

-0"

REF

ER T

O E

LEVA

TIO

N

7'-0

"

3"

SCHEDULED PL. LAM. @ ALLEXTERIOR SURFACES, TYP.

ADJ. SHELVES (2): PL. LAM.ON 3/4" PLYWOOD; TYP. OF 5

1X WOOD BLOCKING @ 16"MAX. HORIZ

SCHEDULED BASE

SHELF BRACKETS, 3 PER SHELF

BRACKET SUPPORT CHANNELS(3): SET FLUSH W/ FACE OFREAR PANEL; EXTEND TOWITHIN 4" OF TOP & BOT.OFSHELVING UNIT

1X2 TRIM @ TOP, SIDES &SHELF FRONT EDGES

3"

4"7'

-0"

1'-6"

7'-2

"

4'-8

"2'

-6"

1'-3"

1'-3"

4"

3"

1 1/

2"


WIRE PULL, TYP.

ADJUSTABLE SHELVES (2): WHITE MELAMINEON 3/4" PLYWOOD WITH RECESSED SHELFSTANDARDS AND SUPPORTS

SOLID SURFACE COUNTERAND BACK SPLASH


WIRE PULL, TYP.


INTEGRAL TOE KICKATTACHED TO DOOR PANEL

CONT. SEALANT

1"

4"

1'-4

"1'

-6"

PROVIDE PIPE INSULATION WRAPAT EXPOSED PIPING UNDER SINK

SINK AND FAUCET - SEEPLUMBING DRAWINGS

WHITE MELAMINE @CABINET INTERIOR, TYP.

1/2" SOLIDSURFACE OVER3/4" PLYWOOD

CASTER

SCHEDULEDPLASTC LAMINATEOVER 3/4"PLYWOOD

4"

2'-1

0"

1'-7"

WIRE PULL

ADJUSATBLE SHELF(1): WHITE MELAMINEOVER 3/4" PLYWOODWITH RECESSEDSHELF STANDARDSAND SUPPORTS

SCHEDULED PLASTICLAMINATE @ CABINETINTERIOR, TYP.



SCHEDULED BASE

SCHEDULEDPLASTC LAMINATEOVER 3/4"PLYWOOD

1'-1

1/4

"1'

-2"

4"

3"3"

2'-1

0"

WALL BEYOND

2'-0"

SCHEDULEDPLASTIC LAMINATE@ CABINETINTERIOR, TYP.


1X WOODBLOCKING, TYP.

SCHEDULEDPLASTC LAMINATEOVER 3/4"PLYWOOD 3'

-6"

WALL BEYOND

2"

SOLID SURFACEBACKSPLASH

3"

4"

1'-8"

1 1/

2"

PIANO HINGE ATEVERY DISPLAYSHELF

4 3/

4"8"

4 1/

4"8"

4 1/

4"8"

4 3/

4"

1'-3"

1'-3" 2"

1 1/

2"

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

WA

TLA

NTA

, GEO

RG

IA 3

0318

T: 4

04 6

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SIZE

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1282

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53

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/28/

13N

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ATE

1 1/2" = 1'-0"


A510

MILLWORKDETAILS

BEM

AK

02/28/13

12440GORDON

1 1/2" = 1'-0"A510

1 RESTROOM COUNTER SECTION

1 1/2" = 1'-0"A510

6 COPY CABINET SECTION 1 1/2" = 1'-0"A510

5 BOOKSHELF SECTION 1 1/2" = 1'-0"A510

7 KITCHEN COUNTER SECTION

1 1/2" = 1'-0"A510

3 MOVABLE ISLAND 1 1/2" = 1'-0"A510

2 USDA COUNTER SECTION

1 1/2" = 1'-0"A510

4 DISPLAY SHELF

2

2

2

22

2

2

22

2BU

ILD

ING

PER