GORDON COUNTYgordoncounty.org/wp-content/uploads/2013/10/janitorial...SHEET 1 MASSEY SURVEYING - BOUNDARY & TOPOGRAPHIC 01/10/13 C3.0 LAYOUT & STAKING PLAN 01/30/13 C4.0 SITE GRADING

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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

HEAD

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

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© 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

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SIZE

MO

RE

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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

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CO

UN

TY95

% R

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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

GORDON COUNTY

AGRICUTURAL

SERVICE CENTER

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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SIZE

MO

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SR

53

SPU

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WC

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307

01

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ON

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TY95

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ET02

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13N

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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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RAL

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1282

SR

53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

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ON

CO

UN

TY95

% R

EVIE

W S

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

T: 4

04 6

05 0

690

F: 4

04 6

05 0

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011

SIZE

MO

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ICU

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RAL

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1282

SR

53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

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CO

UN

TY95

% R

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W S

ET02

/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"




SOLID SURFACE SILL



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

T: 4

04 6

05 0

690

F: 4

04 6

05 0

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SIZE

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ICU

LTU

RAL

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1282

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53

SPU

R S

WC

ALH

OU

N, G

EOR

GIA

307

01

GO

RD

ON

CO

UN

TY95

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EVIE

W S

ET02

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13N

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ESC

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

MO

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GR

OU

P

AGR

ICU

LTU

RAL

SER

VIC

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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"


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 FLOORING

COLOREX 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-MACS COLOR: WHITE PRODUCT SUPPLIEDBY 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

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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


PREFAB CUPOLA

D

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

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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

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ERC

E D

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NTA

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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

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ERC

E D

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TLA

NTA

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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

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TLA

NTA

, GEO

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IA 3

0318

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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

MIT

SET

03/1

5/13

0"FLOOR PLAN

4 1/

2"1"

2'-8

"6'

-4"

A7106

A8039

A8033


PREFINISHED VERTICAL METALPANELS ON 3/4" GALV. MTL. HATCHANNELS AT 16" O.C. MAX SHIMAS NECESSARY

5/8" GYP BOARDWITH SCHEDULEDFINISH

SOLIDSURFACE SILL


COLD FORMEDMETAL FRAMINGWITH R-19 MIN.BATT INSULATION

PREFNISHED METAL PANELFASCIA AND SOFFIT

2X2 ACOUSTICALCEILING TILES INSUSPENDED GRID


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

BAY LINERINSULATIONR-30 MIN.

EXPOSED CONCRETE

B

4'-0"3 1/2"

A7101

SOFFIT LIGHTS - SEEELETRICAL DRAWINGS

0"FLOOR PLAN


8'-3

1/2

"3

1/4"

6'-4

"3

1/4"

2'-4

3/4

"

FLUID - APPLIED VAPOR -PERMEABLE AIR BARRIEROVER R-5 ISOCYANURATEINSULATING SHEATHING

VERTICAL METAL PANELSON 3/4" GALV. MTL. HATCHANNELS AT 16" O.C. MAXSHIM AS NECESSARY

CAST STONE CAP

SEALANT ANDBACKER ROD

CONCRETESIDEWALK - SEECIVIL DRAWINGS

PREFNISHED METALSOFFIT

STEEL PURLINS

SEALANT ANDBACKER ROD

INSUL. GLASS INALUM. FRAMINGSYSTEM AT BOWWINDOW


SOLID SURFACESILL

COLD FORMEDMETAL FRAMINGWITH R-19 MIN. BATTINSULATION


PREFINISHEDMETAL ROOFPANELS

A8038

A8032

A7102

A7105

SCHEDULED BASE

CONCRETE SLAB OVERVAPOR RETARDER ON4" GRAVEL BASE

3/4" PLYWOODSUBSTRATE ON 2X4WOOD FRAMING

1/2" SOLID SURFACEWINDOW SEAT OVER2X4 WOOD FRAMING

1'-5

1/2

"2"

PLASTIC LAMINATE ASSCHEDULED OVER3/4" PLYWOOD

1'-5 3/4"SYNTHETIC STONEVENEER

0"FLOOR PLAN

G F



CAST STONE CAP

COLD FORMED METALFRAMING

SEALANT AND BACKER ROD

CONCRETE SIDEWALK -SEE CIVIL DRAWINGS

R-5 ISOCYANURATEINSULATING SHEATHING

FLUID - APPLIED VAPOR -PERMEABLE AIR BARRIER OVERR-5 ISOCYANURATE INSULATINGSHEATHING

PREFINISHED VERTICAL METALPANELS ON 3/4" GALV. MTL. HATCHANNELS AT 16" O.C. MAX SHIMAS NECESSARY

PREFNISHED METAL PANELFASCIA AND SOFFIT

PREFINISHED METALROOF PANELS

A7104

8'-0

3/4

"6"

9'-0

"

STEEL COLUMN - PRIMEAND PAINT SEESTRUCTURAL DWG'S.

STEEL BEAM - PRIME AND PAINTSEE STRUCTURAL DWG'S.

A7107

ROOF FRAMINGPURLINS

CONCRETE FOUNDATION -SEE STRUCTURAL DRAWINGS

BOW WINDOWBEYOND

STEEL FRAMING - SEESTRUCTURALDRAWINGS

A7102

SIM.

WALL SCONCE - SEEELECTRICAL DRAWINGS

6'-8

"

GENERAL NOTE:

PRE-ENGINEERED METAL BUILDING COMPONENTS INCLUDE:- PRE-ENGINEERED STEEL FRAMING AND PURLINS- METAL WALL PANELS- METAL ROOF PANELS- METAL FASCIA PANELS- METAL SOFFIT PANELS- METAL TRIM- ROOF INSULATION

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

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ATE

3/4" = 1'-0"


A701

WALLSECTIONS

BEM

JLS

02/28/13

12440GORDON

3/4" = 1'-0"A701

3 WALL SECTION 3/4" = 1'-0"A701

2 WALL SECTION 3/4" = 1'-0"A701

1 WALL SECTION

2

2

2

2

2

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

0"FLOOR PLAN

A





CAST STONE CAP




6"9'

-0"

B





CAST STONE CAP




PREFINISHED METAL PANELSOFFIT


STEEL PURLINS

2X2 ACOUSTICAL CEILINGTILES IN SUSPENDED GRID

BAY LINERINSULATION R-30 MIN.

R-5 ISOCYANURATEINSULATING SHEATHING

A7103

A7104

A7105 SIM

STEEL COLUMN - PRIME ANDPAINT SEE STRUCTURALDWG'S.

STEEL BEAM - PRIME AND PAINTSEE STRUCTURAL DWG'S.

A7107

4

12

VALLEY FLASHINGBY PRE-ENGINEEREDMETAL BUILDINGSUPPLIER

STEEL FRAMING -SEE STRUCTURALDRAWINGS

A7102

SIM.


6'-8

"


CONCRETE FOUNDATION -SEE STRUCTURAL DRAWINGS

0"FLOOR PLAN


B

FLUID - APPLIED VAPOR - PERMEABLEAIR BARRIER OVER R-5 ISOCYANURATEINSULATING SHEATHING


SYNTHETIC STONE VENEERAT PILASTER BEYOND

CAST STONE CAP




STEEL TUBE - SEESTRUCTURAL DRAWINGS

PREFNISHED METAL PANELSOFFIT


STEEL PURLINS

INSUL. GLASS IN ALUM.FRAMING SYSTEM AT TRANSOM

1/2" GYP BOARD CEILING WITHSCHEDULED FINISH

8'-3

3/4

"9'

-0"

A8033 SIM

A80310 ENTRANCE FLOOR MAT ON

DEPRESSED REINFORCEDCONCRETE SLAB OVER VAPORRETARDER AND GRAVEL FILL -SEE STRUCTURAL DWG'S.

WALL SCONCE BEYOND -SEE ELECTRICAL DRAWINGS

PREFNISHED METAL PANELSOFFIT

ALUMINUM GLASS ENTRANCEDOORS - SEE SCHEDULE

A7102

SIM.

GENERAL NOTE:

PRE-ENGINEERED METAL BUILDING COMPONENTS INCLUDE:- PRE-ENGINEERED STEEL FRAMING AND PURLINS- METAL WALL PANELS- METAL ROOF PANELS- METAL FASCIA PANELS- METAL SOFFIT PANELS- METAL TRIM- ROOF INSULATION

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT #





1700

CO

MM

ERC

E D

RIV

E, N

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TLA

NTA

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ET02

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ND

ATE

3/4" = 1'-0"


A702

WALLSECTIONS

BEM

JLS

02/28/13

12440GORDON

3/4" = 1'-0"A702

2 WALL SECTION 3/4" = 1'-0"A702

1 WALL SECTION

2

2

22

2

2

2

2

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

0"FLOOR PLAN

1"4

1/2"

FOUNDATION DRAIN -SEE CIVIL DWG'S.

SCHEDULED BASE

SCHEDULED FLOOR FINISH ONREINFORCED CONCRETE SLAB OVERVAPOR RETARDER AND GRAVEL FILL -SEE STRUCTURAL DWG'S.

5/8" GYPSUM BOARD WITHSCHEDULED FINISH

6" COLD FORMED METAL FRAMINGWITH R-19 MIN. BATT INSULATION

TWO PIECE FLASHING WITH CLOSURE

FLUID - APPLIED VAPOR - PERMEABLE AIRBARRIER OVER R-5 ISOCYANURATE INSULATINGSHEATHING

VERTICAL METAL PANELS ON 3/4" GALV. MTL. HATCHANNELS AT 16" O.C. MAX SHIM AS NECESSARY

B

EXPOSED CONCRETE -RUBBED FINISH





VERTICAL METAL PANELS ON 3/4" GALV. MTL. HATCHANNELS AT 16" O.C. MAX - SHIM AS NECESSARY 5/8" GYPSUM BOARD WITH

SCHEDULED FINISH

PREFINISHED METAL SOFFIT PANEL


STEEL PURLIN CLOSURE

BAY LINER INSULATION R-30 MIN.

PREFINISHED METAL TRIM W/ CLOSURE

0"FLOOR PLAN

1/2"

SCHEDULED BASE

SCHEDULED FLOOR FINISH ONREINFORCED CONCRETE SLAB OVERVAPOR RETARDER AND GRAVEL FILL -SEE STRUCTURAL DWG'S.




SYNTHETIC STONE VENEER OVERMETAL LATH


G

4 3/4" 1'-9 1/4"


CAST STONE CAP



R-5 ISOCYANURATE INSULATINGSHEATHING

STEEL COLUMN - PRIME ANDPAINT SEE STRUCTURALDWG'S.

DRIP EDGE

3 1/

4"2

1/4"

1/2"

6"

FLEXIBLE FLASHING OVER 3/4"P.T. PLYWOOD DECK W/ WEEPTUBES @ 24" O.C.


MORTAR JOINT, TYP.

B

6"

1 1/2"


CAST STONE CAP



DRIP EDGE

FLEXIBLE FLASHING OVER 3/4"P.T. PLYWOOD DECK W/ WEEPTUBES AT 24" O.C.


FLASHING W/ CLOSURE



VERTICAL METAL PANELS ON 3/4" GALV. MTL. HATCHANNELS AT 16" O.C. MAX SHIM AS NECESSARY



MORTAR JOINT, TYP.

PREFINISHED METAL FASCIA PANEL


PREFINISHED METAL SOFFIT PANEL

STEEL PURLIN CLOSURE

THERMAL BLOCK

CLOSURE PLUG

PREFNISHED METAL FASCIAPANELS


PREFNISHED METAL SOFFITPANELS

STEEL PRULINS

THERMAL BLOCK

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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53

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RIP

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ATE

1 1/2" = 1'-0"


A710

SECTIONDETAILS

BEM

JLS

02/28/13

12440GORDON

1 1/2" = 1'-0"A710

6 SECTION DETAIL

1 1/2" = 1'-0"A710

2 SECTION DETAIL

1 1/2" = 1'-0"A710

5 SECTION DETAIL

1 1/2" = 1'-0"A710

4 SECTION DETAIL 1 1/2" = 1'-0"A710

3 SECTION DETAIL

1 1/2" = 1'-0"A710

1 SECTION DETAIL

2

2

2

2

2

2

2

1 1/2" = 1'-0"A710

7 SECTION DETAIL2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

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

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

6"

S.S. COUNTER FLASHING

PREFAB CUPOLA

S.S. HEAD WALL FLASHING

FLUID - APPLIED VAPOR -PERMEABLE AIR BARRIER OVERR-5 ISOCYANURATEINSULATING SHEATHING





R-19 MIN. BATT INSULATION





BAY LINER INSULATIONR-30 MIN.


2'-7

3/4

"3'

-0"

1'-7

1/2

"

1'-0"


SUSPENDED LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS

PROVIDE BLOCKINGFOR SUSPENDEDLIGHT FIXTURE

6

12

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

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F: 4

04 6

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SIZE

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53

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EVIE

W S

ET02

/28/

13N

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ESC

RIP

TIO

ND

ATE

1 1/2" = 1'-0"


A711

SECTIONDETAILS

BEM

JLS

02/28/13

12440GORDON

1 1/2" = 1'-0"A711

1 WALL SECTION2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

A SOLID CORE WOOD DOOR (STAIN)B HOLLOW METAL DOOR (PAINT)

SCH

EDU

LED

SCHEDULED

A SOLID CORE WOOD DOOR (STAIN)

SCHEDULED

6" 6"

?1 ?2

A SOLID CORE WOOD DOOR (STAIN)B HOLLOW METAL DOOR (PAINT)

EQ. EQ.

?4

SCHEDULED

SCH

EDU

LED

6"3'

-0"

SCH

EDU

LED

SCH

EDU

LED

EQ. EQ.

?5

A PREFINISHED ALUMINUMENTRANCE DOORS

SCHEDULED

?A

6" 6"

SCHEDULED

?3

6"10

"5'

-8"

SCH

EDU

LED

?E

A PREFINISHED ALUMINUMB HOLLOW METAL (PAINT)

6" 6" 6" 6"6"10

"5'

-8"

?E?E

A NOT USED

?6

A SOLID CORE WOOD DOOR (STAIN)

7'-6"

?7

SCH

EDU

LED

EQ EQ

8" 8" 1'-9" 8" 8" 1'-9" 8" 8"

1X8 WD.TRIM - PAINT

2" SCHEDULED 2"

2"SC

HED

ULE

D

2" SCHEDULED 2"

2"SC

HED

ULE

D

A HOLLOW METAL (PAINT)B ALUMINUM (PREFINISHED)

?1 ?2

A HOLLOW METAL (PAINT)B ALUMINUM (PREFINISHED)

2" SCHEDULED2"

1'-2" 2"

2"SC

HED

ULE

D

A HOLLOW METAL (PAINT)

?3

3'-0

"

5A802

10A802

14A802

0"FLOOR PLAN

2'-8

"6'

-4"

2"1'-7"

2"1'-7"

2"3'-8"

2"1'

-8"2"

2'-4

"2"1'

-8"

2"

?S1

PREFINISHED ALUMINUMSTOREFRONT SYSTEM

3A803

6A803

9A803

?D

?D

?D

?D

?D

?D

0"FLOOR PLAN 2"

2'-6

"2"4'

-2"

2"1'

-8"

2"

9'-0

"

2"1'-8 1/2"

2"1'-9 1/2"

2"2'-11"

2"2'-11"

2"1'-9 1/2"

2"1'-8 1/2"

2"

14'-0"

?S4


USE GLASS TYPE 'A' AT SIM.

3A803

5A803

2A802

@ SIM.

7A802

@ SIM.

12A802

@ SIM.

?C?C

?C?C

?C?C ?C ?C ?C ?C

?C ?C

?C ?C

2"1'

-8"

2"6'

-10"

2"

9'-0

"

2"7"2"

3'-0"2"

3'-1 1/2"2"

3'-3 1/2"2"

10'-10"

?S5


3A802

2A802

7A802

12A802

?A ?A?A

?A ?A ?A ?A

?S7


2"1'

-8"

2"6'

-10"

2"

9'-0

"

27'-6 1/4"

2"3'-3 1/4"

2"3'-0"

2"4'-0"

2"4'-0"

2"4'-0"

2"4'-0"

2"3'-11"

2"

7A802

2A802

12A802

3A802

?A

?A ?A

?A

?A

?A

?A

?A

?A

?A

?A

?A

?A

0"FLOOR PLAN

2"EQ.

2"EQ.

2"3'-0"

2"3'-3 1/4"

2"12'-11 3/4"

9'-0

"

2"6'

-10"

2"1'

-8"

2"

?A ?A ?A

?A?A?A?A

?S8


2A802

7A802

12A802

3A802

?S9


2"6'

-10"

2"1'

-8"

9'-0

"

2"2'-11"

2"2'-11"

2"6'-4"

12A802

2A802

7A802

?A ?A

?A?A

0"FLOOR PLAN

?S11


2"1'

-8"

2"6'

-10"

2"

9'-0

"

2"4'-11"

2"3'-0"

2"1'-9"

2"10'-4"

7A802

2A802

3A802

12A802

?A

?A ?A ?A

?A

0"FLOOR PLAN

2"1'

-8"

2"6'

-10"

2"

9'-0

"

2"3'-3"

2"3'-3"

2"7'-0"

?S6


2A802

7A802

12A802

?A ?A

?A?A

?S10


7'-0

"2"

1'-8

"2"

9'-0

"

2"2'-11"

2"2'-11"

2"6'-4"

3A802

8A802

?A?A

?S3


2'-0

"7'

-0"

2"1'

-8"

2"

2"1'-7"

2"1'-7"

2"3'-8"

6A803

9A803

3A803

?D?D

2"1'

-8"2"

2'-4

"2"1'

-8"

2"

2'-8

"6'

-4"

1'-3"2"

1'-3"

?S12


5A803

SIM.

8A803

2A803

?D

?D

?D ?D

?D

?D

3'-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

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690

F: 4

04 6

05 0

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© 2

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SIZE

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1282

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53

SPU

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ALH

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EOR

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307

01

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ON

CO

UN

TY95

% R

EVIE

W S

ET02

/28/

13N

o.D

ESC

RIP

TIO

ND

ATE

1/4" = 1'-0"


A801

DOORSCHEDULE

BEM

JLS

02/28/13

12440GORDON

DOOR PANEL FRAME FIRERATING

HARDWAREDOOR COMMENTSDOOR # LOCATION TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL SET TYPE PANIC

100 VESTIBULE 5A PR 3'-0" 7'-0" ALUM. CLEAR S4 ALUM. CLEAR 3/A803 5/A803 10/A803 1 Y101 LOBBY 5A PR 3'-0" 7'-0" ALUM. CLEAR S4 ALUM. CLEAR 3/A802 7/A802 2 Y102 MENS RESTROOM 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 3103 JANITOR 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 45 MIN. 4104 WOMENS RESTROOM 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 3105A USDA LOBBY 3A 3'-0" 7'-0" ALUM. CLEAR S11 ALUM. CLEAR 3/A802 7/A802 5 Y105B USDA LOBBY 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 6105C USDA LOBBY 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 6108 COUNTY DIRECTOR 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7109 FARM LOAN PT 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7110 FARM LOAN OFFICER 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7111 FARM LOAN MNGR 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7112A SHARED FILE ROOM 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 45 MIN. 4112B SHARED FILE ROOM 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 45 MIN. 4113 ADP 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7114 MAIL / COPY 1B 3'-0" 7'-0" HM PAINT 1A HM PAINT 1/A803 4/A803 7/A803 8 Y115 GRAZING LAND SP 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7116 CONFERENCE 2A 3'-0" 7'-0" WD STAIN 3A HM PAINT 1/A802 6/A802 9 SIDELIGHT117 DISTRICT CONS. 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7118 ENGINEER 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7119 TECHNICIAN 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7120 TECHNICIAN 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7122 MECHANICAL 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 10123 ELECTRICAL 4B PR 2'-6" 7'-0" HM PAINT 2A HM PAINT 1/A803 4/A803 7/A803 11124A BREAK ROOM 7A PR 3'-6" 7'-0" WD STAIN 2A HM PAINT 4/A802 9/A802 13/A802 12 C.O. W/ SLIDING BARN DOORS124B BREAK ROOM 5A PR 3'-0" 7'-0" ALUM. CLEAR 2B ALUM. CLEAR 3/A803 6/A803 10/A803 13 ALL DETAILS SIM.125 KITCHEN 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 14126A AUDITORIUM 5A PR 3'-0" 7'-0" ALUM. CLEAR S10 ALUM. CLEAR 3/A802 8/A802 15 Y126B AUDITORIUM 3A 3'-0" 7'-0" ALUM. CLEAR 1B ALUM. CLEAR 3/A803 6/A803 10/A803 16 Y ALL DETAILS SIM.126C AUDITORIUM 3A 3'-0" 7'-0" ALUM. CLEAR 1B ALUM. CLEAR 3/A803 6/A803 10/A803 16 Y ALL DETAILS SIM.127 MECHANICAL 4B PR 3'-0" 7'-0" HM PAINT 2A HM PAINT 1/A803 4/A803 7/A803 11128 SUPPLY 4A PR 3'-0" 7'-0" WD STAIN 2A HM PAINT 1/A802 6/A802 45 MIN. 17129A GSWCC RECPT. 3A 3'-0" 7'-0" ALUM. CLEAR S8 ALUM. CLEAR 3/A802 7/A802 5129B GSWCC RECPT. 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 6131 RESOURCE SPEC 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7132 PLAN REVIEWER 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7133 REGIONAL REP 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7134A COPY / FILE 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 18134B COPY / FILE 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 18135 OIT WORKROOM 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 18136 PHONE / DATA 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 18137 OIT OFFICE 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7138 ANIMAL SCIENCE 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7139 FUTURE OFFICE 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7140 REC SUPER 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7141 MECHANICAL 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 10142 REC SEC. 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7143 FAC AGENT 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7144 YOUNG FARMER 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7145 4-H 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7146 4-H 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7147 4-H 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7148A COPY / OFFICE 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 18148B COPY / OFFICE 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 18149 CEC 1A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 7150 CES 3A 3'-0" 7'-0" ALUM. CLEAR S5 ALUM. CLEAR 3/A802 7/A802 19151 CONFERENCE 2A 3'-0" 7'-0" WD STAIN 1A HM PAINT 1/A802 6/A802 9152A EXTENSION RECPT. 3A 3'-0" 7'-0" ALUM. CLEAR S7 ALUM. CLEAR 3/A802 7/A802 5 Y152B EXTENSION RECPT. 1B 3'-0" 7'-0" HM PAINT 1A HM PAINT 1/A803 4/A803 7/A803 8 Y

1/4" CLEAR TEMPERED

GLAZING SCHEDULE

?A

1/4" CLEAR FLOAT?B

1" INSULATED (LOW E) / TEMPERED, TINTED?C

1" INSULATED (LOW E), TINTED?D

1/4" TINTED TEMPERED?E

DOOR TYPES

DOOR FRAME TYPES

WINDOW TYPES

2

2

2

2

2 2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

VARIES

1 15/16" 1 15/16"

1" M

IN

2"

9/16"VARIES

9/16"

SCHEDULED PARTITION

HOLLOW METAL DOOR FRAME

SCHEDULED DOOR

5/8"

METAL STUD HEADER

CONT. CAULK AROUNDPERIMETER; BOTH SIDES

NOTE:REFER TO DRAWINGS ANDSPECIFICATIONS FOR DOORAND FRAME HARDWARE

VARIES

1 15/16" 1 15/16"

1" M

IN

MIN

.4"

2"

9/16"VARIES

9/16"

SCHEDULED PARTITION

HOLLOW METAL DOOR FRAME

SCHEDULED DOOR

5/8"

DOUBLE METAL STUD AT JAMB

CONT. CAULK AROUND PERIMETER;BOTH SIDES

JAMB ANCHOR; MIN. 3 PER JAMB

NOTE:REFER TO DRAWINGS ANDSPECIFICATIONS FOR DOORAND FRAME HARDWARE

INTERSECTING WALL LINEWHERE OCCURS

VARIES

SCHEDULED PARTITION

PRE-FINISHED ALUMINUMSTOREFRONT SYSTEM

BLOCK AND SHIM AS REQUIRED

SCHEDULED GLAZING

CORNER BEAD, TYP.

CAULK JOINT AT BOTH SIDES

VARIES

SCHEDULED PARTITION



SCHEDULED GLAZING

CORNER BEAD, TYP.


VARIES

SCHEDULED PARTITION



CORNER BEAD, TYP.

SCHEDULED DOOR


VARIES

SCHEDULED PARTITION



CORNER BEAD, TYP.

SCHEDULED DOOR



BACKER ROD AND CONTINUOUSSEALANT AROUND PERIMETER


SCHEDULED GLAZING

CONCRETE SLAB

C.L

. OF

MU

LLIO

N

TYPICAL PARTITION CONSTRUCTIONWITH DOUBLE STUD AT END

PER

PAR

TITI

ON

VAR

IES


NEOPRENE GASKET

ALUM. CLOSURE TO MATCHCURTAIN WALL

2"

PARTITIONSCHEDULED

BRACKETW/CASTERS

BARN DOOR

5/8" GYP BD.

HOLLOW METALFRAME

CONC. SLAB OVERVAPOR RETARDERON 4" GRAVEL BASE

BARN DOOR

GUIDE ATJAMB BEYOND

H.M. FRAME BEYOND

HOLLOW METALFRAME

CAULK BOTH SIDES

PARTITIONSCHEDULED

JAMB ANCHOR;MIN. 3 PER JAMB

5/8" GYP. BOARD

VARIES

1 15/16" 1 15/16"

1" M

IN

2"

9/16"VARIES

9/16"

SCHEDULED PARTITION

HOLLOW METAL FRAME

APPLIED HOLLOW METAL STOP

5/8"

METAL STUD HEADER


SCHEDULED GLAZING

VARIES

1 15/16" 1 15/16"

1" M

IN

MIN

.4"

2"

9/16"VARIES

9/16"

SCHEDULED PARTITION

HOLLOW METAL FRAME

5/8"

DOUBLE METAL STUD AT JAMB


JAMB ANCHOR; MIN. 3 PER JAMB

INTERSECTING WALL LINEWHERE OCCURS


SCHEDULED GLAZING

CONCRETE SLAB

HOLLOW METAL FRAME


SCHEDULED GLAZING

4"

1 15/16" 1 15/16"

VARIES

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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SIZE

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AGR

ICU

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SER

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E C

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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

3" = 1'-0"


A802

WINDOWAND DOOR

DETIALS

BEM

JLS

02/28/13

12440GORDON

3" = 1'-0"A802

1 HM DOOR HEAD

3" = 1'-0"A802

6 HM DOOR JAMB

3" = 1'-0"A802

2 STOREFRONT HEAD

3" = 1'-0"A802

7 STOREFRONT JAMB

3" = 1'-0"A802

3 STOREFRONT HEAD - DOOR

3" = 1'-0"A802

8 STOREFRONT JAMB - DOOR

3" = 1'-0"A802

12 STOREFRONT SILL 3" = 1'-0"A802

11 PLAN AT PART. MULLION

3" = 1'-0"A802

4 DOOR HEAD

3" = 1'-0"A802

13 DOOR SILL

3" = 1'-0"A802

9 C.O. JAMB

3" = 1'-0"A802

5 HM WINDOW HEAD

3" = 1'-0"A802

10 HM WINDOW JAMB

3" = 1'-0"A802

14 HM WINDOW SILL

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

B



SOLID SURFACE SILL


COLD FORMEDMETAL FRAMINGWITH R-19 MIN.BATT INSULATION

CAULK JOINT

FLASHING BY METALPANEL SUPPLIER

FLUID - APPLIEDVAPOR - PERMEABLEAIR BARRIER OVERR-5 ISOCYANURATEINSULATINGSHEATHING

VERTICAL METALPANELS ON 3/4"GALV. MTL. HATCHANNELS AT 16"O.C. MAX SHIM ASNECESSARY

1 1/

2"

B






CAULK JOINT


1"

DRIP EDGE

CAST STONE SILL


CONT. SEALANT AND BACKER ROD

CONT. SEALANT AND BACKER ROD

PREFINISHED ALUM. SILLFLASHING WITH END DAMS


SOLID SURFACE SILL

COLD FORMED METALFRAMING WITH R-19 MIN.BATT INSULATION

CAULK JOINT

FLEXIBLE FLASHING BACK 1/2" FROMSTONE FACE W/ ROPE WEEPS @ 16" O.C.

S.S. SILL DRIP EDGE SET IN CONT.SEALANT


MORTAR JOINT, TYP.


1 1/2"

3 1/

4"

CAST STONEHEADER

CONT. BACKER ROD AND SEALANTW/ WEEP TUBES @ 24" O.C.





COLD FORMED METALFRAMING WITH R-19MIN. BATT INSULATION

CAULK JOINT

CLOSURE BY METAL PANELSUPPLIER

CONT. BACKER ROD AND SEALANT

THRU-WALL FLASHING W/ WEEPTUBES @ 24" O.C.

S.S. SILL DRIP EDGE SET IN CONT.SEALANT

3"

3 1/4"

CONT. BACKERROD ANDSEALANT

PREFINISHEDALUM. SILLFLASHING WITHEND DAMS

FLUID - APPLIEDVAPOR -PERMEABLE AIRBARRIER OVER R-5ISOCYANURATEINSULATINGSHEATHING

VERTICAL METALPANELS ON 3/4"GALV. MTL. HATCHANNELS AT16" O.C. MAXSHIM ASNECESSARY


SOLID SURFACE SILL

INSUL. GLASS INALUM. FRAMINGSYSTEM


CAULK JOINT

FLASHING BYMETAL PANELSUPPLIER

3 1/

2"

B

1"

B




5/8" GYP BOARD WITHSCHEDULED FINISHINSUL. GLASS IN ALUM.

FRAMING SYSTEM

COLD FORMED METALFRAMING WITH R-19MIN. BATT INSULATION

CAULK JOINT

FLASHING AND CLOSURE BYMETAL PANEL SUPPLIER

THRU-WALL FLASHING TO MATCHSTOREFRONT SYSTEM W/ WEEPTUBES @ 24" O.C.

2X2 ACOUSTICAL CEILINGTILES IN SUSPENDED GRIDNOTE:

REFER TO DRAWINGS ANDSPECIFICATIONS FOR DOORAND FRAME HARDWARE

SCHEDULEDPARTITION

HOLLOW METALDOOR FRAME

SCHEDULED DOOR

VARIES

CONT. SEALANTBOTH SIDES

MIN

.1"



VERTICAL METAL PANELS ON3/4" GALV. MTL. HAT CHANNELSAT 16" O.C. MAX SHIM ASNECESSARY

FLASHING BY METAL PANELSUPPLIER

SCHEDULEDPARTITION

HOLLOW METALDOOR FRAME

SCHEDULED DOOR

VARIES

CONT. SEALANTBOTH SIDES

MIN

.1"



VERTICAL METAL PANELS ON3/4" GALV. MTL. HAT CHANNELSAT 16" O.C. MAX SHIM ASNECESSARY

FLASHING BY METAL PANELSUPPLIER

JAMB ANCHOR -MIN. 3 PER JAMB

H.M. DOOR INH.M. FRAME

METAL THRESHOLDSET IN SEALANT

1/2" EXPANSIONMATERIAL

CONCRETESIDEWALK

CONC. SLAB OVERVAPOR RETARDERON 4" GRAVEL BASE

1/4"

0"FLOOR PLAN

B

CONCRETE SIDEWALK -SEE CIVIL DWG'S.

PRE-FINISHED ALUMINUMSTOREFRONT ENTRANCE DOOR

ENTRANCE FLOOR MAT ONDEPRESSED REINFORCEDCONCRETE SLAB OVER VAPORRETARDER AND GRAVEL FILL -SEE STRUCTURAL DWG'S.

METAL THRESHOLD SET IN FULLBED OF SEALANT

EXPANSION JOINT FILLER, MOLDJOINT FILLER BELOW TOP OF WALKAND SEAL WITH CONT. SEALANT

PRECOMPRESSED FOAM SEALANT

7 1/2"

174.00°



SOLID SURFACE SILL



CAULK JOINT


PREFINISHEDBRAKE METAL

CAST STONE SILLBELOW

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

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SIZE

MO

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GR

OU

P

AGR

ICU

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53

SPU

R S

WC

ALH

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N, G

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307

01

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CO

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TY95

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EVIE

W S

ET02

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13N

o.D

ESC

RIP

TIO

ND

ATE

3" = 1'-0"


A803

WINDOWAND DOOR

DETAILS

BEM

JLS

02/28/13

12440GORDON

3" = 1'-0"A803

6 WINDOW JAMB 3" = 1'-0"A803

5 WINDOW JAMB

3" = 1'-0"A803

8 WINDOW SILL

3" = 1'-0"A803

2 WINDOW HEAD

3" = 1'-0"A803

9 WINDOW SILL

3" = 1'-0"A803

3 WINDOW HEAD 3" = 1'-0"A803

1 DOOR HEAD

3" = 1'-0"A803

4 DOOR JAMB

3" = 1'-0"A803

7 DOOR THRESHOLD 3" = 1'-0"A803

10 DOOR THRESHOLD

2

3" = 1'-0"A803

11 WINDOW JAMB

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13

REF

.D

W

REF.

REF.

2 3 4 5

A

G

6 7

F

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

138 OIT OFFICE137

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

NRCSTECHNICIAN

120* ***

*

ADP113

COFFEE

B

8

E

1

FIRE RISER

JANITOR103

WOMEN'SRESTROOM

104

C

D

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

w.s

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oreg

roup

.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

1/8" = 1'-0"


A901

FURNITUREPLAN

BEM

AK

02/28/13

12440GORDON

1/8" = 1'-0"A901

1 FURNITURE PLAN

FURNITURE SHOWNFOR REFERENCE ONLY

2

2

2BU

ILD

ING

PER

MIT

SET

03/1

5/13