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ABV ABOVEACT ACOUSTIC CEILING TILEADJ ADJACENT; ADJUSTABLEADMIN ADMINISTRATIVEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITAL/ALUM ALUMINUMALT ALTERNATE/ALTERNATIVEAPPROX APPROXIMATEARCH ARCHITECTURALASSOC ASSOCIATE(S)AUX AUXILARYAVG AVERAGE
BLDG BUILDINGBO BOTTOM OFBOS BOTTOM OF STEELBTU BRITISH THERMAL UNITBTU/HR BRITISH THERMAL UNIT PERHOUR
CF CUBIC FEETCFM CUBIC FEET PER MINUTECIP CAST-IN-PLACECJ CONTROL JOINTC/L CENTERLINECLG CEILINGCLKG CAULKINGCLO/CLOS/CLST CLOSETCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONF CONFERENCECORR CORRIDORCPT CARPETCU CUBIC
DEPT DEPARTMENTDIA DIAMETERDIFF DIFFERENCEDIM DIMENSIONDBL DOUBLEDN DOWNDS DOWNSPOUTDWG DRAWINGDF DRINKING FOUNTAIN
EA EACHE EASTELEC ELECTRIC (ELECTRICAL)EL ELEVATIONELEV ELEVATOREMER EMERGENCYEQ EQUALEQPT EQUIPMENTEXST EXISTINGEXP EXPANSIONEJ EXPANSION JOINT
FOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFT FEETFPM FEET PER MINUTEFIN FINISHFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIXT FIXTUREFL FLOOR
GC GENERAL CONTRACTGA GAGE (GAUGE)GALV GALVANIZEDGL GLASSGPY GYPSUM
HVAC HEATING, VENTILATING &AIR CONDITIONING
HGT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHP HORSEPOWERHB HOSE BIBB
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JC JANITOR CLOSET
LAB LABORATORYLAM LAMINATELNDG LANDINGLAV LAVATORYLH LEFT HANDLEV LEVEL
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R RADIUSREF REFERENCERH RIGHTHANDR RISERRD ROOF DRAINRM ROOMRO ROUGH OPENING
SCH SCHEDULESHT SHEETSIM SIMILARS SOUTHSPKR SPEAKERSQ SQUARESQFT SQUARE FOOTSS STAINLESS STEELSTD STANDARDSTA STATIONSTL STEELSTOR STORAGESTRUCT STRUCTURALSYM SYMMETRICAL
TEL TELEPHONETV TELEVISIONTEMP TEMPEREDT&G TONGUE AND GROOVETOS TOP OF STEELTYP TYPICAL
VAC VACUUMVEST VESTIBULEVWC VINYL WALL COVERING
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A1011
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1 View Name1/8" = 1'-0"A101SHEET NUMBER
DRAWING NUMBERTITLES
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AT FLOOR PLANS:INDICATES DIMENSION TOCENTERLINE OF COLUMN,FINISHED FACE OF GYPSUMBOARD OR CMU AT WALLS.
AT DETAILS & SECTIONS:INDICATES DIMENSION TOCENTERLINE OF COLUMN, FACEOF STUD OR CMU AT PARTITIONSOR CHANGE IN MATERIAL.
SHEET NUMBERDETAIL NUMBER
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MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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3/15/2013 5:21:51 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
A000
COVERSHEET
BEM
JLS
02/28/13
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
2
2
2
2
2BU
ILD
ING
PER
MIT
SET
03/1
5/13
2
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
CONT. METAL STUD RUNNER
1 LAYER 5/8" GYP. BD. EACH SIDE; REFER TOTYPES BELOW FOR EXACT DESCRIPTION
METAL STUDS AT 16" O.C.; GC TO COORD. SIZE,GAUGE AND SPACING
ACOUSTICAL SEALANT
TOP OF SLAB
CONT. METAL STUD RUNNER WITH FASTENERS AT2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
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
CONT. METAL STUD RUNNER
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
CONT. METAL STUD RUNNER WITH FASTENERS AT2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
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
CONT. METAL STUD RUNNER
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
CONT. METAL STUD RUNNER WITH FASTENERS AT2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
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
CONT. METAL STUD RUNNER
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 DESCRIPTION
6" METAL STUDS AT 16" O.C.; GC TO COORD.SIZE, GAUGE AND SPACING
ACOUSTICAL SEALANT
TOP OF SLAB
CONT. METAL STUD RUNNER WITH FASTENERS AT2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
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
ACOUSTICAL SEALANT - ALLOW FOR SLIP TRICKMOVEMENT
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
CONT. METAL STUD RUNNER
SOLID SURFACE SILL W/ RADIUS EDGE
1 LAYER 5/8" GYP. BD. EACH SIDE; REFER TOTYPES BELOW FOR EXACT DESCRIPTION
6" METAL STUDS AT 16" O.C.; GC TO COORD.SIZE, GAUGE AND SPACING
SEALANT
TOP OF SLAB
CONT. METAL STUD RUNNER WITH FASTENERS AT2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
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
CONT. METAL STUD RUNNER
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 DESCRIPTION
6" METAL STUDS AT 16" O.C.; GC TO COORD.SIZE, GAUGE AND SPACING
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"
ACOUSTICAL SEALANT - ALLOW FOR SLIP TRICKMOVEMENT
G1
CONT. SEALANT OR FIRESTOPPING; REFER TOTYPES BELOW FOR EXACT DESCRIPTION
CONT. METAL STUD RUNNER WITH FASTENERS AT2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
1700
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NTA
, GEO
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RAL
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SPU
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As indicated
3/15/2013 5:21:52 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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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1/8" = 1'-0"
3/15/2013 5:21:54 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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
05 0
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ALH
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N, G
EOR
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307
01
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As indicated
3/15/2013 5:21:55 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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3/15/2013 5:21:58 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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3/15/2013 5:21:59 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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
SYNTHETIC STONE VENEEROVER METAL LATH
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
CONT. BACKER RODAND SEALANT
5/8" GYP BOARD WITHSCHEDULED FINISH
INSUL. GLASS IN ALUM.FRAMING SYSTEM
CAULK JOINT
SYNTHETIC STONE VENEEROVER METAL LATH
SYNTHETIC STONE VENEEROVER METAL LATH
CONT. BACKER RODAND SEALANT
SYNTHETIC STONE VENEERCORNER - TYPICAL EACH CORNER
FLUID - APPLIED VAPOR - PERMEABLE AIRBARRIER OVER R-5 ISOCYANURATEINSULATING SHEATHING
A8035
PRE-ENGINEERED METALBUILDING STEEL COLUMN
B
8
2'-8 1/2" 3 1/2"
3'-0"
CONT. BACKER RODAND SEALANT
FLUID - APPLIED VAPOR - PERMEABLE AIRBARRIER OVER R-5 ISOCYANURATEINSULATING SHEATHING
5/8" GYP BOARD WITHSCHEDULED FINISH
SOLID SURFACE SILL
INSUL. GLASS IN ALUM.FRAMING SYSTEM
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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3/15/2013 5:22:01 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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 SOFFIT
PREFINISHEDMETAL SOFFITPREFINISHED
METAL SOFFIT
PREFINISHEDMETAL SOFFIT
PREFINISHEDMETAL SOFFIT
D
F9'-0"
2'-6"2'-0"
A9'-0"
NRCSTECHNICIAN
120
PREFINISHEDMETAL SOFFIT
PREFINISHEDMETAL SOFFIT
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
1700
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3/15/2013 5:22:04 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
1700
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As indicated
3/15/2013 5:22:07 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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
INSUL. GLASS IN ALUM.FRAMING SYSTEM
SYNTHETIC STONE VENEER
CAST STONE CAPINSUL. GLASS IN ALUM.FRAMING SYSTEM
PREFINISHED METALROOF PANEL
INSUL. 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
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 METALROOF PANEL
PREFINISHED METAL FASCIA
PREFINISHED VERTICALMETAL PANELS
CONCRETE CURB
PREFINISHEDMETAL ROOF PANEL
INSUL. GLASS IN ALUM.FRAMING SYSTEM
PREFAB CUPOLA
SYNTHETIC STONE VENEER
CAST STONE CAP
CAST STONE SILL
INSUL. GLASS IN ALUM.FRAMING SYSTEMSTEEL BEAM - PAINT
INSUL. GLASS IN ALUM.FRAMING SYSTEM
INSUL. GLASS IN ALUM.FRAMING SYSTEM
81
17'-6 3/4"T.O. REAR ROOF
2A701
1A701
LIGHTNING RODPROTECTION
PREFINISHED METAL TRIM
0"FLOOR PLAN
A
22'-10 1/2"T.O. ROOF
30'-1 3/4"T.O. CUPOLA
G
PREFINISHED METALROOF PANEL
PREFINISHED METAL FASCIA
SYNTHETIC STONEVENEER
CAST STONE CAP
PREFINISHED METALROOF PANEL
PREFINISHED METALFASCIA
SYNTHETIC STONEVENEER
CAST STONE CAP
CAST STONE SILL
PREFINISHED VERTICALMETAL PANELS
CONCRETE CURBINSUL. GLASS IN ALUM.FRAMING SYSTEM
F
17'-3 3/4"T.O. FRONT ROOF
BE C
PREFAB CUPOLA
D
0"FLOOR PLAN
A
22'-10 1/2"T.O. ROOF
30'-1 3/4"T.O. CUPOLA
G
PREFINISHED METALROOF PANEL
PREFINISHED METAL FASCIA
PREFINISHED VERTICALMETAL PANELS
INSUL. GLASS IN ALUM.FRAMING SYSTEM
ALUM. FASCIA
SYNTHETIC STONE VENEER
CAST STONE SILL
CAST STONE CAP
PREFINISHED METALROOF PANEL
PREFINISHED METALFASCIA
SYNTHETIC STONEVENEER
CAST STONE CAP
F
17'-3 3/4"T.O. FRONT ROOF
B EC
17'-6 3/4"T.O. REAR ROOF
PREFAB CUPOLA
D
SCALE
DATE
DRAWN BY
CHECKED BY
PROJECT #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
1700
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1/8" = 1'-0"
3/15/2013 5:22:12 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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
BOBRICK B-221 SATIN STAINLESS STEEL
MOP HOLDERK
BOBRICK B-224X36 SATIN STAINLESS STEEL
ACCESSORIES LEGEND
BOBRICK B-212 SATIN STAINLESS STEEL
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
1700
CO
MM
ERC
E D
RIV
E, N
WA
TLA
NTA
, GEO
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IA 3
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F: 4
04 6
05 0
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As indicated
3/15/2013 5:22:14 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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
6" HIGH PREFINISHEDALUM. LETTERS
4" 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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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
izem
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
1/4" = 1'-0"
3/15/2013 5:22:21 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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"
WHITE MELAMINE @ CABINETINTERIOR, TYP.
WIRE PULL, TYP.
ADJUSTABLE SHELVES (2): WHITE MELAMINEON 3/4" PLYWOOD WITH RECESSED SHELFSTANDARDS AND SUPPORTS
SOLID SURFACE COUNTERAND BACK SPLASH
WHITE MELAMINE @ CABINETINTERIOR, TYP.
WIRE PULL, TYP.
1X WOOD BLOCKING, 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.
1/2" SOLIDSURFACE OVER3/4" PLYWOOD
1X WOOD BLOCKING, 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.
1/2" SOLIDSURFACE OVER3/4" PLYWOOD
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 #
THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE
REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR
MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.
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
izem
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 1/2" = 1'-0"
3/15/2013 5:22:23 PMC:\Users\jasons\Documents\12440GORDON_jasons(Recovery)(Recovery).rvt
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