building codes...client: project: sheet number: 2970 clairmont road ne i suite 300 i atlanta, ga 30...

7
FE E D PROFESSIONAL No. 8458 E O G E R E S T R I R G I G A T R A E I T H C C G E O R G E M A T T H E W T U R N E R BUILDING NAME: 1 HOUR PROTECTION: SPRINKLER: FIRE ALARM: SEISMIC USE GROUP: ADDRESS: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SEISMIC DESIGN CATEGORY: TOTAL INTERIOR FINISH AREA: WAREHOUSE: OFFICE: BASEMENT: MEZZANINE: STORIES: FLOOR: MINIMUM FLOOR LIVE LOAD: OCCUPANCY: DECK HEIGHT: JURISDICTION: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS ON THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HUGHES TURNER PHILLIPS ASSOCIATES , LLC AND WERE CREATED AND DEVELOPED FOR USE ON, AND CONNECTION WITH SAID PROJECT. NON OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR P LANS SHALL BE USED BY OR DISCLOSED TO ANY FIRM, PERSON OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF HUGHE S TURNER PHILLIPS ASSOCIATES, LLC. AIA GENERAL CONDITIONS, LATEST EDITIONS, SHALL PREVAIL ON ALL WORKING DRAWINGS, DETAILS, PLANS , ARRANGEMENTS AND IDEAS. PROJECT NUMBER: DATE: SCALE: DRAWN BY: REVIEW AND APPROVE NOT RELEASED FOR CONSTRUCTION RELEASED FOR CONSTRUCTION STAMP DATE: STAMP: CLIENT: PROJECT: SHEET NUMBER: 2970 CLAIRMONT ROAD NE I SUITE 300 I ATLANTA, GA 30329 I 404 233 3533 I FAX 404 261 5768 BUILDING CRITERIA SHEET INFORMATION PROJECT DIRECTORY LOCATION PLAN BUILDING CODES GENERAL NOTES BUILDING CODES INTERNATIONAL BUILDING CODE (ICC): 2012 EDITION WITH 2014, 2015, 2017 & 2018 AMENDMENTS NATIONAL ELECTRICAL CODE (NFPA: 2017 EDITION INTERNATIONAL FUEL GAS CODE (ICC): 2012 EDITION WITH 2014 & 2015 AMENDMENTS INTERNATIONAL MECHANICAL CODE (ICC): 2012 EDITION WITH 2014 & 2015 AMENDMENTS INTERNATIONAL PLUMBING CODE (ICC): 2012 EDITION WITH 2014 & 2015 AMENDMENTS, AND "IPC APPENDIX F" INTERNATIONAL ENERGY CONSERVATION CODE (ICC): 2009 EDITION WITH 2011 & 2012 AMENDMENTS INTERNATIONAL EXISTING BUILDING CODE (IEBC): 2012 EDITION WITH 2015 AMENDMENTS EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER NFPA 101 LIFE SAFETY CODE, CH APTER 7, SEC. 7.2.1.5.3, - 2012 EDITION. COMBUSTIBLE INTERIOR FINISH PRODUCTS SHALL COMPLY WITH THE REQUIREMENTS OF THE RESPECTIVE OCCUPANCY CHAPTER OF THE NFPA 101 L IFE SAFETY CODE 2012 EDITION. PROVIDE CERTIFICATION AT THE TIME OF FINAL INSPECTION THAT THE PRODUCTS COMPLY WITH THE REQUIREMEN TS. FIRE CODES: NFPA CODES AND STANDARDS: CURRENT EDITION ( * ) NFPA 101 LIFE SAFETY CODE: 2012 EDITION ( *) 2013 NFPA 13 - SPRINKLERS 2013 NFPA 72 - FIRE ALARMS INTERNATIONAL FIRE CODE (ICC): 2012 EDITION WITH 2014 AMENDMENTS ( * ) ( * REFERENCED CODES ARE MODIFIED BY THE STATE FIRE MARSHAL PER CHAPTER 120 - 3 - 3 OF RULES AND REGULATIONS OF THE SAFETY FIRE COMMISSIONER) O.C.G.A. TITLE 25 (STATE FIRE LAW) O.C.G.A. TITLE 30 (ACCESS TO USE OF PUBLIC FACILITIES BY PERSONS WITH DISABILITIES) 2010 ADA STANDARDS 2012 EDITION OF THE NFPA CODES AND STANDARDS AS ADOPTED AND MODIFIED BY THE STATE FIRE MARSHAL TITLE 25 OCGA, AND 2010 ADA ST ANDARDS FOR ACCESSIBLE DESIGN 2012 EDITION NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE, WITH 2015 GEORGIA AMENDMENTS NFPA STANDARDS AS LISTED IN THE RULES AND REGULATIONS OF THE SAFETY FIRE COMMISSIONER CHAPTER 120 - 3 - 3. PROVIDE AN ANNUAL FIRE ALARM SYSTEM TEST CERTIFICATE AT THE TIME OF FINAL INSPECTION. CONTRACTOR TO VERIFY FUNCTIONALITY / SIZING OF ANY EXISTING BACKFLOW PREVENTER(S). CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF MATERIAL DISCREPANCIES FOUND ON THE DRAWINGS OR ANY EXISTING CONDITIONS FOUND ON THE SITE WHICH CONFLICT WITH CONDITIONS AS SHOWN IN THE CONTRACT DOCUMENTS. DEDICATED CIRCUITS FOR EXIT LIGHTING ARE NOT PERMITTED. THEY SHALL BE CONNECTED TO THE LIGHTING CIRCUIT BREAKER FOR THE AREA THEY SERVE. THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE FROM 28" TO 34" ABOVE THE FINISHED FLOOR OR GROUND. GEORGIA ACCESSIBILIT Y CODE. THE TOPS OF ACCESSIBLE BREAK ROOM SINKS SHALL COMPLY WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FOR HEIGHT, KNEE CLEARANCE , DEPTH, CLEAR FLOOR SPACE, AND FAUCETS. NOTE WELL: PER NEC 2017 ALL CABLING USED IN CONSTRUCTION SHALL BE LCC (LIMITED COMBUSTION CABLE). NOTE WELL: THE CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE RATED WALLS (A CORRESPONDING HOURLY RATING) REQUIRED TO HAVE PR OTECTED OPENINGS. CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, AND EXIT ENCLOSURES EITHER BY INSTALLING S IGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING (ONE) HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND. NOTE WELL: INSULATION MATERIALS INSTALLED IN BUILDINGS OF ANY TYPE CONSTRUCTION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE T HAN 25 AND A SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E84. CLEARLY SPECIFY ON DRAWINGS THE CORRESPONDIN G FLAME SPREAD AND SMOKE - DEVELOPED INDEXES FOR THE PURPOSED INSULATION TO DOCUMENT COMPLIANCE WITH 2012 INTERNATIONAL BUILDING CODE TABLE 803.9 ALL TENANT EXTERIOR DOORS SHALL BE DESIGNED WITH 4" MINIMUM SIZE LETTERING. A SIGN CLEARLY STATING THAT SMOKING IS PROHIBITED SHALL BE CONSPICUOUSLY POSTED BY THE BUILDING OWNER, OPERATOR, MANAGER OR O THER PERSON IN CONTROL IN EVERY PUBLIC PLACE AND PLACE OF EMPLOYMENT. "NO SMOKING" SIGNS OR THE INTERNATIONAL "NO SMOKING" SYMBOL CONSISTING OF A PICTORIAL REPRESENTATION OF A BURNING CIGARETTE ENCLOSED IN A RED CIRCLE WITH A RED BAR ACROSS IT SHALL BE POSTED. ARCHITECT LANDLORD HUGHES TURNER PHILLIPS ASSOCIATES, LLC 2970 CLAIRMONT ROAD, NE SUITE 300 ATLANTA, GA 30329 (404) 233 3533 ext 107 CONTACT: JOE HUGHES EMAIL: [email protected] PHILIPPE J PERLLERIN 1040 GRANT STREET SE SUITE 100 ATLANTA, GA 30315 PHONE NUMBER CONTRACTOR CTJ CONSTRUCTION 402 SWANSON DR SUITE 104 LAWRENCEVILLE, GA 30043 404 - 569 - 6455 CONTACT: PATTON THOMPSON EMAIL: [email protected] PROJECT DESCRIPTION VICINITY MAP INTERIOR BUILDOUT IN EXISTING BUILDING. EXTENT OF WORK TO INCLUDE : DEMOLITION OF INTERIOR PARTITIONS, CONSTRUCTION OF NEW PARTITIONS, DOORS, WINDOWS AND INTERIOR FINISHES. MODIFICATIONS TO M.E.P. AS REQUIRED. NO A - 3 TYPE II B YES THE BEACON ATLANTA YES C 1,991 SF N/A N/A N/A N/A 1 STORY 50 47 OCCUPANTS GROUP 1 1ST FLOOR 18' - 7" ATLANTA ABBREVIATIONS ACT AFF BLDG CLG CLR CMU COL CONST CPT DF DIM DEMO DR/FR DN EQ EQUIP EXIST'G EX FAN ELEC/TELE EP ETR FD FE FIN F&I FLOUR GL GWB HM HVAC ACOUSTICAL CEILING TILE ABOVE FINISHED FLOOR BUILDING CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONSTRUCTION CARPET DRINKING FOUNTAIN DIMENSION DEMOLITION DOOR/ DOOR FRAME DOWN EQUAL EQUIPMENT EXISTING EXHAUST FAN ELECTRICAL / TELEPHONE ELECTRICAL PANEL EXISTING TO REMAIN FLOOR DRAIN FIRE EXTINGUISHER FINISH FURNISH AND INSTALL FLUORESCENT (LIGHT FIXTURE GLASS GYPSUM WALL BOARD HOLLOW METAL HEATING, VENTILATION AND AIR CONDITIONING LAV MTL MECH MIN MISC N/A NIC NTS OC PLAM PT PB RA R/R REQ'D RM SIM SC STOR SF TYP UNO VCT VWC W/ W/O WC WD LAVATORY METAL MECHANICAL MINIMUM MISCELLANEOUS NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER PLASTIC LAMINATE PAINT PHONE BOARD RETURN AIR REMOVE AND/ OR RELOCATE REQUIRED ROOM SIMILAR SOLID CORE STORAGE SQUARE FEET TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITE TILE VINYL WALLCOVERING WITH OUT WATER CLOSET WOOD 1" = 40' - 0" 887 005 19 MAY 29, 2019 A - 0.01 JWH/KKM CIVIL AXE THROWING CIVIL AXE 1039 GRANT ST SUITE B - 32 ATLANTA, GA 30312 Cover Sheet 1039 GRANT ST SUITE B - 32 ATLANTA, GA 30312 05/31/19 DRAWING SHEET LIST SHEET NUMBER SHEET NAME A-0.01 Cover Sheet A-0.02 Detail Sheet A-0.03 ADA Detail Sheet A-0.04 General Notes A-1.01 Life Safety Plan A-2.01 Architectural Plan / Reflected Ceiling Plan A-3.01 Utility Plan / Finish Plan E01 Electrical Plan And Schedules M-1 Mechanical HVAC Floor Plan P-1 Plumbing Plan And Schedules 1 REV ISION SCHED ULE NUMBERDATE COMMEN TS 1 7.15.19 Revision 1

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Page 1: BUILDING CODES...CLIENT: PROJECT: SHEET NUMBER: 2970 CLAIRMONT ROAD NE I SUITE 300 I ATLANTA, GA 30 329 I 404 233 3533 I FAX 404 261 5768 BUILDING CRITERIA SHEET INFORMATION PROJECT

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BUILDING NAME:

1 HOUR PROTECTION:

SPRINKLER:

FIRE ALARM:

SEISMIC USE GROUP:

ADDRESS:

OCCUPANCY CLASSIFICATION:

TYPE OF CONSTRUCTION:

SEISMIC DESIGN CATEGORY:

TOTAL INTERIOR FINISH AREA:

WAREHOUSE:

OFFICE:

BASEMENT:

MEZZANINE:

STORIES:

FLOOR:

MINIMUM FLOOR LIVE LOAD:

OCCUPANCY:

DECK HEIGHT:

JURISDICTION:

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS ON THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC AND WERE CREATED AND DEVELOPED FOR USE ON, AND CONNECTION WITH SAID PROJECT. NON OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY FIRM, PERSON OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC. AIA GENERAL CONDITIONS, LATEST EDITIONS, SHALL PREVAIL ON ALL WORKING DRAWINGS, DETAILS, PLANS, ARRANGEMENTS AND IDEAS.

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BUILDING CRITERIA

SHEET INFORMATION

PROJECT DIRECTORY

LOCATION PLAN

BUILDING CODES

GENERAL NOTES

BUILDING CODES

• INTERNATIONAL BUILDING CODE (ICC): 2012 EDITION WITH 2014, 2015, 2017 & 2018 AMENDMENTS• NATIONAL ELECTRICAL CODE (NFPA: 2017 EDITION• INTERNATIONAL FUEL GAS CODE (ICC): 2012 EDITION WITH 2014 & 2015 AMENDMENTS• INTERNATIONAL MECHANICAL CODE (ICC): 2012 EDITION WITH 2014 & 2015 AMENDMENTS• INTERNATIONAL PLUMBING CODE (ICC): 2012 EDITION WITH 2014 & 2015 AMENDMENTS, AND "IPC APPENDIX F"• INTERNATIONAL ENERGY CONSERVATION CODE (ICC): 2009 EDITION WITH 2011 & 2012 AMENDMENTS• INTERNATIONAL EXISTING BUILDING CODE (IEBC): 2012 EDITION WITH 2015 AMENDMENTS• EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER NFPA 101 LIFE SAFETY CODE, CHAPTER 7,

SEC. 7.2.1.5.3, - 2012 EDITION.• COMBUSTIBLE INTERIOR FINISH PRODUCTS SHALL COMPLY WITH THE REQUIREMENTS OF THE RESPECTIVE OCCUPANCY CHAPTER OF THE NFPA 101 LIFE

SAFETY CODE 2012 EDITION. PROVIDE CERTIFICATION AT THE TIME OF FINAL INSPECTION THAT THE PRODUCTS COMPLY WITH THE REQUIREMENTS.

FIRE CODES:

• NFPA CODES AND STANDARDS: CURRENT EDITION ( * )• NFPA 101 LIFE SAFETY CODE: 2012 EDITION ( *)• 2013 NFPA 13 - SPRINKLERS• 2013 NFPA 72 - FIRE ALARMS• INTERNATIONAL FIRE CODE (ICC): 2012 EDITION WITH 2014 AMENDMENTS ( * )• ( * REFERENCED CODES ARE MODIFIED BY THE STATE FIRE MARSHAL PER CHAPTER 120-3-3 OF RULES AND REGULATIONS OF THE SAFETY FIRE

COMMISSIONER)• O.C.G.A. TITLE 25 (STATE FIRE LAW)• O.C.G.A. TITLE 30 (ACCESS TO USE OF PUBLIC FACILITIES BY PERSONS WITH DISABILITIES)• 2010 ADA STANDARDS • 2012 EDITION OF THE NFPA CODES AND STANDARDS AS ADOPTED AND MODIFIED BY THE STATE FIRE MARSHAL TITLE 25 OCGA, AND 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN • 2012 EDITION NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE, WITH 2015 GEORGIA AMENDMENTS NFPA STANDARDS AS LISTED IN THE RULES

AND REGULATIONS OF THE SAFETY FIRE COMMISSIONER CHAPTER 120-3-3.• PROVIDE AN ANNUAL FIRE ALARM SYSTEM TEST CERTIFICATE AT THE TIME OF FINAL INSPECTION.

• CONTRACTOR TO VERIFY FUNCTIONALITY / SIZING OF ANY EXISTING BACKFLOW PREVENTER(S).• CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF MATERIAL DISCREPANCIES FOUND ON THE DRAWINGS OR ANY EXISTING CONDITIONS FOUND ON

THE SITE WHICH CONFLICT WITH CONDITIONS AS SHOWN IN THE CONTRACT DOCUMENTS.• DEDICATED CIRCUITS FOR EXIT LIGHTING ARE NOT PERMITTED. THEY SHALL BE CONNECTED TO THE LIGHTING CIRCUIT BREAKER FOR THE AREA THEY SERVE.• THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE FROM 28" TO 34" ABOVE THE FINISHED FLOOR OR GROUND. GEORGIA ACCESSIBILITY CODE.• THE TOPS OF ACCESSIBLE BREAK ROOM SINKS SHALL COMPLY WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FOR HEIGHT, KNEE CLEARANCE, DEPTH,

CLEAR FLOOR SPACE, AND FAUCETS.• NOTE WELL: PER NEC 2017 ALL CABLING USED IN CONSTRUCTION SHALL BE LCC (LIMITED COMBUSTION CABLE).• NOTE WELL: THE CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE RATED WALLS (A CORRESPONDING HOURLY RATING) REQUIRED TO HAVE PROTECTED

OPENINGS. CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, AND EXIT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING (ONE) HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND.

• NOTE WELL: INSULATION MATERIALS INSTALLED IN BUILDINGS OF ANY TYPE CONSTRUCTION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E84. CLEARLY SPECIFY ON DRAWINGS THE CORRESPONDING FLAME SPREAD AND SMOKE-DEVELOPED INDEXES FOR THE PURPOSED INSULATION TO DOCUMENT COMPLIANCE WITH 2012 INTERNATIONAL BUILDING CODE TABLE 803.9

• ALL TENANT EXTERIOR DOORS SHALL BE DESIGNED WITH 4" MINIMUM SIZE LETTERING.• A SIGN CLEARLY STATING THAT SMOKING IS PROHIBITED SHALL BE CONSPICUOUSLY POSTED BY THE BUILDING OWNER, OPERATOR, MANAGER OR OTHER

PERSON IN CONTROL IN EVERY PUBLIC PLACE AND PLACE OF EMPLOYMENT. "NO SMOKING" SIGNS OR THE INTERNATIONAL "NO SMOKING" SYMBOL CONSISTING OF A PICTORIAL REPRESENTATION OF A BURNING CIGARETTE ENCLOSED IN A RED CIRCLE WITH A RED BAR ACROSS IT SHALL BE POSTED.

ARCHITECT

LANDLORD

HUGHES TURNER PHILLIPS ASSOCIATES, LLC2970 CLAIRMONT ROAD, NESUITE 300ATLANTA, GA 30329(404) 233 3533 ext 107CONTACT: JOE HUGHESEMAIL: [email protected]

PHILIPPE J PERLLERIN1040 GRANT STREET SESUITE 100 ATLANTA, GA 30315PHONE NUMBER

CONTRACTOR

CTJ CONSTRUCTION402 SWANSON DRSUITE 104LAWRENCEVILLE, GA 30043404-569-6455CONTACT: PATTON THOMPSONEMAIL: [email protected]

PROJECT DESCRIPTION

VICINITY MAP

INTERIOR BUILDOUT IN EXISTING BUILDING. EXTENT OF WORK TO INCLUDE : DEMOLITION OF INTERIOR PARTITIONS, CONSTRUCTION OF NEW PARTITIONS, DOORS, WINDOWS AND INTERIOR FINISHES. MODIFICATIONS TO M.E.P. AS REQUIRED.

NO

A-3

TYPE II B

YES

THE BEACON ATLANTA

YES

C

1,991 SF

N/A

N/A

N/A

N/A

1 STORY

50

47 OCCUPANTS

GROUP 1

1ST FLOOR

18'-7"

ATLANTA

ABBREVIATIONS

ACTAFF BLDGCLG CLRCMUCOLCONST CPTDFDIMDEMO DR/FR DNEQEQUIPEXIST'G EX FAN ELEC/TELE EPETR FDFEFINF&I FLOURGLGWBHMHVAC

ACOUSTICAL CEILING TILEABOVE FINISHED FLOORBUILDINGCEILINGCLEARCONCRETE MASONRY UNITCOLUMNCONSTRUCTIONCARPETDRINKING FOUNTAINDIMENSIONDEMOLITIONDOOR/ DOOR FRAMEDOWNEQUALEQUIPMENTEXISTINGEXHAUST FANELECTRICAL / TELEPHONEELECTRICAL PANELEXISTING TO REMAINFLOOR DRAINFIRE EXTINGUISHERFINISHFURNISH AND INSTALLFLUORESCENT (LIGHT FIXTUREGLASSGYPSUM WALL BOARDHOLLOW METALHEATING, VENTILATION AND AIR CONDITIONING

LAVMTLMECHMINMISCN/ANICNTSOCPLAMPT PBRAR/R REQ'D RMSIMSCSTORSFTYPUNOVCTVWCW/W/OWCWD

LAVATORYMETALMECHANICAL MINIMUMMISCELLANEOUSNOT APPLICABLENOT IN CONTRACTNOT TO SCALEON CENTERPLASTIC LAMINATEPAINTPHONE BOARDRETURN AIRREMOVE AND/ OR RELOCATEREQUIREDROOMSIMILARSOLID CORESTORAGESQUARE FEETTYPICALUNLESS NOTED OTHERWISEVINYL COMPOSITE TILEVINYL WALLCOVERINGWITH OUTWATER CLOSETWOOD

1" =

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05/3

1/19

DRAWING SHEET LIST

SHEET

NUMBER SHEET NAME

A-0.01 Cover Sheet

A-0.02 Detail Sheet

A-0.03 ADA Detail Sheet

A-0.04 General Notes

A-1.01 Life Safety Plan

A-2.01 Architectural Plan / Reflected Ceiling Plan

A-3.01 Utility Plan / Finish Plan

E01 Electrical Plan And Schedules

M-1 Mechanical HVAC Floor Plan

P-1 Plumbing Plan And Schedules

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Page 2: BUILDING CODES...CLIENT: PROJECT: SHEET NUMBER: 2970 CLAIRMONT ROAD NE I SUITE 300 I ATLANTA, GA 30 329 I 404 233 3533 I FAX 404 261 5768 BUILDING CRITERIA SHEET INFORMATION PROJECT

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ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS ON THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC AND WERE CREATED AND DEVELOPED FOR USE ON, AND CONNECTION WITH SAID PROJECT. NON OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY FIRM, PERSON OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC. AIA GENERAL CONDITIONS, LATEST EDITIONS, SHALL PREVAIL ON ALL WORKING DRAWINGS, DETAILS, PLANS, ARRANGEMENTS AND IDEAS.

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FIRE RATED DETAILS

1. Floor and Ceiling Runners - (Not shown)- Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners

spaced 24 in. OC max.

1A. Framing Members** - Floor and Ceiling Runners - (Not shown) - As an alternate to Item 1 - Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC.

max.

ALLSTEEL & GYPSUM PRODUCTS INC - Type SUPREME Framing System

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System

QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System

SCAFCO STEEL STUD MANUFACTURING CO - Type SUPREME Framing System

STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System

UNITED METAL PRODUCTS INC - Type SUPREME Framing System

1B. Framing Members* - Floor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated

from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper20TM Track

CRACO MFG INC - SmartTrack20TM

MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper20TM Track

1C. Floor and Ceiling Runners - (Not shown)*For use with Item 2C- Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with

min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC.

1D. Framing Members - Floor and Ceiling Runners - Not shown - In lieu of Items 1 through 1C - For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min

3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

CLARKDIETRICH BUILDING SYSTEMS - CD ProTRAK

DMFCWBS L L C - ProTRAK

MBA METAL FRAMING - ProTRAK

RAM SALES L L C - Ram ProTRAK

STEEL STRUCTURAL SYSTEMS L L C - Tri-S ProTRAK

1E. Framing Members *- Floor and Ceiling Runners - Not shown - In lieu of Items 1 through 1D - For use with Item 2E and 4I only, proprietary channel shaped runners, 1-1/4 in. deep by min

3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

TELLING INDUSTRIES L L C - TRUE-TRACKTM

1F. Framing Members* - Floor and Ceiling Runners - Not shown - In lieu of Items 1 through 1E * For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated

from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

KIRII (HONG KONG) LTD - Type KIRII

1G. Framing Members*- Floor and Ceiling Runners - Not shown - In lieu of Items 1 through 1F - For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide, attached

to floor and ceiling with fasteners spaced 24 in. OC max.

STUDCO BUILDING SYSTEMS - CROCSTUD Track

1H. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs

specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC.

MARINO / WARE, DIV OF WARE INDUSTRIES INC - Viper20TM Track VT100.

1I. Framing Members* - Floor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated

from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

TELLING INDUSTRIES L L C - Viper20TM Track

1J. Framing Members* - Floor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item 2L, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated

from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

STEEL INVESTMENT GROUP L L C - AlphaTRAK

1K. Framing Members* - Floor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item 2M, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated

from min 25 MSG (0.018 in. min. base metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max.

CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper X Track

2. Steel Studs - Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.

2A. Framing Members*- Steel Studs - As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

ALLSTEEL & GYPSUM PRODUCTS INC - Type SUPREME Framing System

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System

QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System

SCAFCO STEEL STUD MANUFACTURING CO - Type SUPREME Framing System

STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System

UNITED METAL PRODUCTS INC - Type SUPREME Framing System

2B. Framing Members* - Steel Studs - Not shown - In lieu of Item 2 - For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min

0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper20TM

CRACO MFG INC - SmartStud20TM

MARINO / WARE, DIV OF WARE INDUSTRIES INC - Viper20TM

2C. Steel Studs - (As an alternate to Item 2, For use with Item 4E) Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in.

OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height.

2D. Framing Members*- Steel Studs - As an alternate to Items 2 through 2C- For use with Item 1D and 4G only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick

galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

CLARKDIETRICH BUILDING SYSTEMS - CD ProSTUD

DMFCWBS L L C - ProSTUD

MBA METAL FRAMING - ProSTUD

RAM SALES L L C - Ram ProSTUD

STEEL STRUCTURAL SYSTEMS L L C - Tri-S ProSTUD

2E. Framing Members*- Steel Studs - As an alternate to Items 2 through 2D- For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv

steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

TELLING INDUSTRIES L L C - TRUE-STUDTM

2F. Framing Members*- Steel Studs - As an alternate to Items 2 through 2E- For use with Item 1F, channel shaped studs, min 3-5/8 in. wide fabricated from min 25 MSG steel, spaced a max

of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.

KIRII (HONG KONG) LTD - Type KIRII

2G. Framing Members* - Steel Studs - Not shown - In lieu of Item 2 through 2F - For use with Item 1G. Proprietary channel shaped studs, minimum 3-5/8 in. wide, Studs to be cut 1/2 in. less

than the assembly height.

STUDCO BUILDING SYSTEMS - CROCSTUD

2H. Framing Members* - Steel Studs - Not shown - In lieu of Item 2 - For use with Item 1I, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min

0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.

TELLING INDUSTRIES L L C - Viper20TM

2I. Framing Members* - Steel Studs - In lieu of Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in.

OC max. Studs to be cut 3/4 in. less than assembly height.

EB METAL INC - NITROSTUD

2J. Framing Members* - Steel Studs - In lieu of Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in.

OC max. Studs to be cut 3/4 in. less than assembly height.

OLMAR SUPPLY INC - PRIMESTUD

2K. Framing Members* - Steel Studs - As an alternate to Item 2 - For use with Item 1B (3-5/8 in. wide track), channel shaped studs, fabricated from min 25 MSG Corrosion-protected steel,

1-1/4 in wide by 3-5/8 in. deep, spaced a max of 24in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.

MARINO / WARE, DIV OF WARE INDUSTRIES INC - StudRiteTM

2L. Framing Members* - Steel Studs - As an alternate to Item 2 - For use with Item 1J, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of

24 in. OC. Studs to be 3/4 in. less than assembly height.

STEEL INVESTMENT GROUP L L C - AlphaSTUD

2M. Framing Members* - Steel Studs - Not Shown - In lieu of Item 2 - For use with Item 1K, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep, fabricated from

min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/4 in. less in length than assembly height.

CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper X

3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies.

3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - (100% Borate Formulation) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed

cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive

at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product.

U S GREENFIBER L L C - INS735 & INS745 for use with wet or dry application. INS765LD and INS770LD are to be used for dry application only.

3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance

with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.

NU-WOOL CO INC - Cellulose Insulation

3C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the

application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3.

INTERNATIONAL CELLULOSE CORP - Celbar-RL

3D. Batts and Blankets* - For use with Item 8. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners. See Batts and Blankets (BZJZ)

category for names of manufacturers.

See Batts and Blankets (BZJZ) category for names of manufactures.

3E. Batts and Blankets* - For use with Item 4P. Place in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics

and/or Fire Resistance.

See Batts and Blankets (BZJZ) category for names of manufactures.

4. Gypsum Board* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the

field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A, 6B or 6C (furring channels), gypsum board is

screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC.

ACADIA DRYWALL SUPPLIES LTD - Type X, 5/8 Type X, Type Blueglass Exterior SheathingAMERICAN GYPSUM CO * Types AG-C, AGX-1, M-Glass

AMERICAN GYPSUM CO - Tyles AG-C, AGX-1, M-Glass, LightRoc

BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1

CGC INC - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX. (Joint tape and compoud, Item 5, optional for use with Type USGX)

CERTAINTEED GYPSUM INC - Types 1, EGRG, GlasRoc, Type X, Type X-1, Type C, 5/8" Easi-Lite Type X.

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX.

GEORGIA-PACIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type

X, Soffit - Type X, TG-C, GreenGlass Type X, Type X ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base-Type LWX, Water Rated-Type LWX,

Sheathing Type-LWX, Soffit-Type LWX, Type DGLW, Water Rated-Type DGLW, Sheathing Type- DGLW, Soffit- Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water

Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W.

NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSL.

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Types PG-C, PG-9, PG-11, PGS-WRS.

PANEL REY S A - Types GREX, PRC, PRC2, PRX, RHX, MDX, ETX.

SAINT-GOBAIN GYPROC MIDDLE EAST FZE - Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop AVTIV'Air, Gyproc FireStop MR ACTIV'Air,

Gyproc Firestop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine

M2TECH ACTIV'Air

SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1

THAI GYPSUM PRODUCTS PCL - Type X, Type C.

UNITED STATES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type

USGX).

USG BORAL ZAWAWI DRYWALL L L C SFZ - Type C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX)

USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and

staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to

steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied

vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally.

CERTAINTEED GYPSUM INC - Type X, Type X-1, Type C, Type EGRG/ GlasRoc, Type SilentFX

CGC INC - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC2A, Type LGFC6A, LGFC-C/A, LGFC-WD

GEORGIA-PACIFIC GYPSUM L L C - Types DAP, DAPC, DGG, DS.

SAINT-GOBAIN GYPROC MIDDLE EAST FZE - Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air,

Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR AVTIV'Air, Gyproc

DuraLine M2TECH ACTIV'Air

THAI GYPSUM PRODUCTS PCL - Type X, Type C.

UNITED STATES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX).

USG BORAL ZAWAWI DRYWALL L L C SFZ - Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX)

USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4B. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in.

CGC INC - Types AR, IP-AR.

UNITED STATES GYPSUM CO - Types AR, IP-AR.

USG MEXICO S A DE C V - Types AR, IP-AR.

4C. Gypsum Board*- As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head

steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on

opposite sides of studs on interior walls need not be staggered or backed by steel framing.

GEORGIA-PACIFIC GYPSUM L L C - Type DGG, GreenGlass Type X.

4D. Gypsum Board* * As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of

studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 8 in. OC along vertical edges and 12 in. OC in the field when panels are

applied vertically, or 1-1/2 in. from board edges, 3 in. from board edge and every 8 in. OC in the field when applied horizontally. Screws spaced a max 12 in. along the top and bottom edges of the wall.

NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSMR-C.

4E. Gypsum Board*- (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 1

in. long, Type S steel screws spaced, 8 in. OC. Not to be used with item 6.

NATIONAL GYPSUM CO - SoundBreak XP Type X Gypsum Board

4F. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead

backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to

studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.

RAY-BAR ENGINEERING CORP - Type RB-LBG

4G. Gypsum Board* - (As an alternate to Items 4 through 4F) * For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel

screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly.

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A, LGFC-C/A

NATIONAL GYPSUM CO - Types FSW

UNITED STATES GYPSUM CO - Type SCX

USG BORAL ZAWAWI DRYWALL L L C SFZ - Type SCX

4H. Gypsum Board* - (As an alternate to Items 4 through 4G) * Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4.

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock ES.

4I. Gypsum Board* - (As an alternate to Items 4 through 4F) - For use with Items 1E and 2E only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel

screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly.

UNITED STATES GYPSUM CO - Type SCX

USG BORAL ZAWAWI DRYWALL L L C SFZ - Type SCX

4J. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead

backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to

studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A).

MAYCO INDUSTRIES INC - Type X-Ray Shielded Gypsum

4K. Gypsum Board*- (As an alternate to Item 4 and 4A, not for use with Items 1D, 1E, 2D and 2E) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in

Item 4 and 4A.

CGC INC - Type ULX

UNITED STATES GYPSUM CO - Type ULX

USG MEXICO S A DE C V - Type ULX

4L. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C). Nom 5/8 in. thick lead backed

gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with

1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum

wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction

adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or

adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".

RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Lined Drywall

4M. Gypsum Board*- (For use with Item 8) - 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 8) with vertical joints located anywhere over stud cavities. Secured to mineral and

fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 8). Secured to outermost studs and

floor and ceiling runners with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound.

AMERICAN GYPSUM CO - Type AG-C

CERTAINTEED GYPSUM INC - Type FRPC, Type C

CGC INC - Types C, IP-X2, IPC-AR

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC-C/A

GEORGIA-PACIFIC GYPSUM L L C - Types 5, DAPC, TG-C

NATIONAL GYPSUM CO - Types FSK-C, FSW-C

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type PG-C.

PANEL REY S A - Type PRC, PRC2

SAINT-GOBAIN GYPROC MIDDLE EAST FZE - Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air,

Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR AVTIV'Air, Gyproc

DuraLine M2TECH ACTIV'Air

THAI GYPSUM PRODUCTS PCL - Type C

UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR

USG BORAL ZAWAWI DRYWALL L L C SFZ - Type C

USG MEXICO S A DE C V * Types C, IP-X2, IPC-AR

4N. Wall and Partition Facings and Accessories*- (As an alternate to Item 4) * Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4.

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock 527.

4O. Gypsum Board*- As an alternate to Items 4, 4A, 4B, and 4C - Two layers Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on

opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side need not be staggered. When applied horizontally, both layers of gypsum board fastened to

each side of framing with 1 in. long Type S steel screws spaced 8 in. OC and staggered 4 in. OC between layers. When applied vertically, both layers of gypsum board fastened to each side of framing

with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in. along the top and bottom edges of the

wall.

NATIONAL GYPSUM CO - Type FSW.

4P. Gypsum Board* - As an alternate to Item 4. For use with Item 3E, Batts and Blankets* - 5/8 in. thick, 4 ft wide, installed as described in Item 4.

UNITED STATES GYPSUM CO - Types ULIX

5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an

alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when

gypsum boards are supplied with square edges.

6. Resilient Channel - (Optional-Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan

head steel screws. May not be used with Item 4F or 4J.

6A. Steel Framing Members* - (Not Shown) - As an alternate to Item 6, furring channels and resilient sound isolation clip as described below:

a. Furring Channels - Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item

b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No.18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be

overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel.

b. Framing Members* - Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the

center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels.

PAC INTERNATIONAL INC L L C - Types RSIC-1, RSIC-1 (2.75 )

6B. Framing Members*- (Not Shown) - (Optional on one or both sides) - As an alternate to Item 6, furring channel and Steel Framing Members as described below:

a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b.

Gypsum board attached to furring channels as described in Item 4.

b. Steel Framing Members*- Used to attach furring channels (Item 6Ba) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling,

S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.

PLITEQ INC - Type Genie Clip

6C. Steel Framing Members *- (Optional, Not Shown) - Furring channels and resilient sound isolation clip as described below:

a. Furring Channels - Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item B. Ends of adjoining channels overlapped 6

in. and secured together with four self-tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side

joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side

joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge.

b. Steel Framing Members*- Resilient sound isolation clip used to attach furring channels (Item 6Ca) to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall

screw through the center hole. Furring channels are friction fitted into clips.

STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R

7. Wall and Partition Facings and Accessories*- (Optional, Not shown) - Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels

attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum

board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a

substitute for the required layer(s) of UL Classified Gypsum Board.

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock QR-510.

8. Mineral and Fiber Board*- (Optional, Not shown) - For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs.

Attached to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws, spaced 12 in. OC and 24 in. OC along all intermediate framing. The required UL Classified gypsum board layer

(Item 4M) is to be installed over the Mineral and Fiber Boards. Batts and Blankets, Item 3D, and Adhesive, Item 11, are required.

HOMASOTE CO - Homasote Type 440-32

9. Lead Batten Strips - (Not Shown, For Use With Item 4E) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and

attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9%

meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required

behind vertical joints.

9A. Lead Batten Strips - (Not Shown, for use with Item 4J) - Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud

with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the

strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard

(Item 4J) and optional at remaining stud locations.

10. Lead Discs or Tabs - (Not Shown, For Use With Item 4E) - Used in lieu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead

discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the

installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".

10A. Lead Discs - (Not Shown, for use with Item 4J) - Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5%

meeting the Federal Specification QQ-L-201f, Grades "B, C or D".

11. Adhesive - Not Shown - (For use with Item 8) - Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber

Board (Item 8).

12. Wall and Partition Facings and Accessories* - (Optional, Not Shown) - For use with Items 1 to 1I, Items 2 to 2J, Item 3, Items 4 to 4I, Item 5 and Item 6. For maximum fire rating of 1 hour. On

one side of the wall, over the first layer of Gypsum Board (Item 4 to Item 4I), install RefleXor membrane with the gold side facing outwards. Membraine installed with T50 staples spaced 12 inches on

center in both directions as per manufacturer's instructions, seams in membrane to be overlapped by 2 inches. When RefleXor membrane is used an additional layer of Gypsum Board that is identical to

the one used in the first layer and as specified in Item 4 to Item 4I shall be installed over the membrane. The additional layer of Gypsum Board to be installed through the membrane to the stud as

specified in Item 4 to Item 4I except the fastener length shall be increased by a minimum of 5/8 inch. Install Batts and Blankets in the stud cavity as per Item 3. On the other side of the wall, prior to the

installations of the Gypsum Board, install Resilient Channels as per Item 6. Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with drywall screws and

washers spaced at 16 in. OC on the perimter of the panel and 8 in. OC in the field of the panel. Over the SONOpan panel install the same Gypsum Board as specifed in Item 4 to Item 4I with the fastener

length increased by minimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board.

MSL - RefleXor membrane, SONOpan panel

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

Design No. U465October 10, 2017

Fire Resistance Rating - ANSI/UL 263

Nonbearing Wall Rating - 1 HR

*Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

System No. W-l-1001XHEZ.W-L-1001

Through-penetration Firestop SystemJune 15, 2005

(Formerly System No. 147)F Ratings — 1, 2, 3 and 4 Hr (See Items 2 and 3)

T Ratings — 0, 1, 2, 3, and 4 Hr (See Item 3)L Rating At Ambient — less than 1 CFM/sq ft

L Rating At 400 F — less than 1 CFM/sq ft

Max. Pipe or Conduit Dia. In (mm) F Rating Hr. T Rating Hr.

1 (25)

1 (25)

4 (102)

6 (152)

12 (305 1 or 2

0+, 1 or 2

3 or 4

0

0

0

3 or 4

1 or 2

3 or 4

1 or 2

+When copper pipe is used, T Rating is 0 h.

3M COMPANY — CP 25WB+ or FB-3000 WT.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

1. Wall Assembly — The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or

Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in.

(406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max

24 in. (610 mm) OC.

B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and

sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm).

2. Through-Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of

opening shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes

of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe.

C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing

E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping.

Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

OMEGA FLEX INC

2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

GASTITE, DIV OF TITEFLEX

3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

WARD MFG L L C

3. Fill, Void or Cavity Material* — Caulk or Sealant — Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within

annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F

Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop

system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below:

THROUGH - PENETRATION FIRESTOP SYSTEM

2

2

3

45

4

3

2

3

1A

1B

A

A

SECTION A-A

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Page 3: BUILDING CODES...CLIENT: PROJECT: SHEET NUMBER: 2970 CLAIRMONT ROAD NE I SUITE 300 I ATLANTA, GA 30 329 I 404 233 3533 I FAX 404 261 5768 BUILDING CRITERIA SHEET INFORMATION PROJECT

2X4 FRAMING

12

' -

0"

10' - 0"

10' - 7"

CHAINLINK FENCE

3/4" PLYWOODSLAB TO 2'-0" AFF

8' - 0"

2X4 FRAMING

8' - 0"

16' - 0"

2' -

0"

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ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS ON THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC AND WERE CREATED AND DEVELOPED FOR USE ON, AND CONNECTION WITH SAID PROJECT. NON OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY FIRM, PERSON OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC. AIA GENERAL CONDITIONS, LATEST EDITIONS, SHALL PREVAIL ON ALL WORKING DRAWINGS, DETAILS, PLANS, ARRANGEMENTS AND IDEAS.

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ADA DETAILS

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN:

WHERE DRINKING FOUNTAINS ARE PROVIDED ON A FLOOR, THERE SHALL BE ONE DRINKING FOUNTAIN WHICH IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS AND ONE ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING. THIS MAY BE ACCOMMODATED BY THE USE OF A "HIGH- LOW" FOUNTAIN.

FREE-STANDING OR BUILT- IN DRINKING FOUNTAINS OR WATER COOLERS SHALL HAVE A CLEAR FLOOR SPACE OF AT LEAST 30 INCHES BY 48 INCHES.

PROTRUDING OBJECTS PROJECTING FROM WALLS, FREESTANDING, OVERHEAD, OR OVERHANGING OBJECTS OR OBJECTS MOUNTED ON POSTS AND PYLONS SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 307.

SIGNAGE ON RESTROOM DOORS SHALL INCLUDE BOTH RAISED AND BRAILLE CHARACTERS ALONG WITH PICTORIAL SYMBOLS TO COMPLY WITH SECTION 307. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" FROM FINISHED FLOOR TO CENTERLINE OF THE SIGN, MAXIMUM.

THE ACCESSIBLE ROUTE SHALL START AT THE ACCESSIBLE PARKING AND CONTINUE INTO THE PRIMARY ENTRANCE OF EACH/ ALL NEW OR RENOVATED BUILDINGS AND TENANT SPACES.

(GRAB BARS) THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. THE SIDE WALL GRAB BAR SHALL BE 42" INCHES LONG MINIMUM, LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL AND EXTENDING 57 INCHES MINIMUM FROM THE REAR WALL. SECTION 604.5 OF THE 2010 ADA STANDARD FOR ACCESSIBLE DESIGN.

(FLUSH CONTROLS) SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET PER SECTION 604.6 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

(EXPOSED PIPES AND SURFACES) HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES PER 2010 ADA STANDARD FOR ACCESSIBLE DESIGN.

2010 GEORGIA ACCESSIBILITY CODE

(WATER CLOSETS) MOUNTING HEIGHT: 17" - 19" FROM FINISHED FLOOR TO TOP OF SEAT - PER THE GEORGIA ACCESSIBILITY CODE.

(GRAB BARS): LENGTH: 36" MINIMUM BEHIND THE WATER CLOSET. 42" MINIMUM BESIDE THE WATER CLOSET. TO BE INSTALLED PER THE REQUIREMENTS OF RULE 120-3-20-37 OF THE GEORGIA ACCESSIBILITY CODE.

(FLUSH CONTROLS) SHALL BE INSTALLED PER RULE 120-3-20-.27(5) AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 44 INCHES ABOVE THE FINISHED FLOOR PER THE GEORGIA ACCESSIBILITY CODE.

(PAPER DISPENSERS) SHALL BE INSTALLED PER THE REQUIREMENTS OF RULE 120-3-20-.27(6) WITH A MINIMUM OF 19" FROM FINISHED FLOOR TO CENTER OF THE ROLL, PER THE GEORGIA ACCESSIBILITY CODE.

(LAVATORIES) MOUNTING HEIGHT CLEARANCES: PROVIDE CLEAR FLOOR SPACE OF 30" WIDE BY 48" DEEP WITH A MAXIMUM OF 29" UNDER THE LAVATORY. LEVER, PUSH, OR ELECTRONIC FAUCETS SHALL BE USED. IF SELF -CLOSING VALVES ARE USED, THE WATER SHALL FLOW FOR A MINIMUM OF 10 SECONDS PER RULE 120-3-20-.30 OF THE GEORGIA ACCESSIBILITY CODE.

(MIRRORS) SHALL BE INSTALLED AT A MAXIMUM OF 40" FROM THE FINISHED FLOOR TO BOTTOM, AND AT LEAST 74" TO THE TOP OF THE FRAME PER RULE 120-3-20-.30(6) OF THE GEORGIA ACCESSIBILITY CODE.

(EXPOSED PIPES AND SURFACES) HOT WATER DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES PER 1203-20.30(4) OF THE GEORGIA ACCESSIBILITY CODE.

(URINALS) SHALL BE INSTALLED PER THE REQUIREMENTS OF RULE 120-3-20-29. WALL -HUNG TYPES SHALL BE MOUNTED AT 17" FROM FINISHED FLOOR TO THE TOP OF THE FRONT LIB AND SHALL EXTENT AT LEAST 14" FROM THE WALL TO THE FRONT EDGE OF URINAL WITH A CLEAR FLOOR SPACE OF 30" X 48" PER THE GEORGIA ACCESSIBILITY CODE.

(SIGNAGE FOR RESTROOMS): SHALL BE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOLS. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE- LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHTS SHALL BE 60" FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN PER RULE 120-3-20-.41(4),(5),(6) OF THE GEORGIA ACCESSIBILITY CODE.

ADA DETAILS

WHEELCHAIR TURNING SPACE

DRINKING FOUNTAIN

COUNTER MOUNTED LAVATORY

URINAL

WALL MOUNTED LAVATORY

WATER CLOSET

ADA SHOWER

SECTIONS AND DETAILS

THIS PLAN SHOWS A TYPICAL EXAMPLE OF A SINGLE-USER TOILET ROOM THAT MEETS THE MINIMUM REQUIREMENTS OF THE 2010 STANDARDS. FEATURES INCLUDE: FIVE-FOOT MINIMUM WIDTH BETWEEN THE SIDE WALL OF THE WATER CLOSET AND THE LAVATORY; 60-INCH MINIMUM CIRCULAR WHEEL CHAIR TURNING SPACE; AND 36-INCH MINIMUM BY 48-INCH CLEAR MANEUVERING SPACE FOR THE OUT-SWINGING ENTRY DOOR. SECTION 604.3.1 OF 2010 STANDARDS REQUIRES A FLOOR CLEARANCE AT A WATER CLOSET THAT IS A MINIMUM OF 60 INCHES WIDE BY 56 INCHES DEEP REGARDLESS OF APPROACH. SECTION 604.3.2 PROHIBITS ANY OTHER PLUMBING FIXTURES FROM BEING LOCATED IN THIS CLEAR SPACE, EXCEPT IN RESIDENTIAL DWELLING UNITS. THE 2010 STANDARDS, AT SECTION 304.3, ALLOWS THE TURNING SPACE TO EXTEND INTO TOE AND KNEE SPACE PROVIDED BENEATH SPACE FOR THE ENTRY DOOR (INSIDE OF THE ROOM) MUST BE CLEAR OF ALL FIXTURES. IF THE DOOR HAD BOTH A CLOSER AND LATCH, SECTION 404.2.4.1 AND FIGURE 404.2.1(C) REQUIRE ADDITIONAL SPACE ON THE LATCH SIDE.

2010 STANDARDS MINIMUM WITH OUT-SWINGING DOOR

TWO 7'-0" X 5'-0" ROOMS - 70.00 SQUARE FEET

THIS PLAN SHOWS A TYPICAL EXAMPLE OF A SINGLE-USER TOILET ROOM THAT MEETS THE MINIMUM REQUIREMENTS OF THE 2010 STANDARDS WHEN THE ENTRY DOOR SWINGS INTO THE ROOM. IN THE 2010 STANDARDS AN EXCEPTION ALLOWS THE ENTRY DOOR TO SWING OVER THE CLEAR FLOOR SPACES AND CLEARANCES REQUIRED AT THE FIXTURES IF A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3 (MINIMUM 30 INCHES BY 48 INCHES) IS PROVIDED OUTSIDE THE ARCH OF THE DOOR SWING, SECTION 603.3.3 EXCEPTION 2. THE REQUIRED MANEUVERING SPACE FOR THE DOOR, SECTION 404.2.4.1 AND FIGURE 404.2.4.1(A), ALSO IS A FACTOR IN ROOM SIZE. THIS CLEAR SPACE CANNOT BE OBSTRUCTED BY THE PLUMBING FIXTURES.

2010 STANDARDS MINIMUM WITH OUT-SWINGING DOOR

7'-0" X 5'-0" - 35.00 SQUARE FEET

2010 STANDARDS MINIMUM WITH IN-SWINGING DOOR

TWO 7'-0" X 6'-6" ROOMS - 45.50 SQUARE FEET

2010 STANDARDS MINIMUM WITH IN-SWINGING DOOR

TWO 7'-2" X 6'-6" ROOMS - 82.00 SQUARE FEET

WATER CLOSET

FIGURE 404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES

FIGURE 404.2.6 DOORS IN SERIES AND GATES IN SERIES

STANDARD ACCESSIBLE STALL

(B)PUSH SIDE

(C)PUSH SIDE, DOOR

PROVIDED WITH BOTHCLOSER AND LATCH

36"

G.B

.1' -

6"

MIRROR

COUNTERTOP, SPLASH,AND TURNDOWN GRANITE

WRAP H.W.PIPES ANDDRAIN WITHINSULATION

MIRROR

OPTIONAL ENCLOSURE

1220

305

205

X > 8

1220

205

X > 8

48 MIN.

1220

1220

48 MIN.

(A) (B)

(C)

48"

MIN

.

12 MIN.

48"

MIN

.

12" MAX. 42" MIN.

36" MAX.

17"

-19

"

19"

MIN

.

36" MIN.

24" MIN. 12" MIN.

33"

-36

"

33"

-36

"TOE CLEARANCE 6" MAX. 8" MIN. KNEE CLEARANCE

27"

MIN

.

29"

MIN

.

34"

MA

X.

40"

MA

X.

9" M

IN.

2' - 1"

29"

MIN

.

34"

MA

X.

40"

MA

X.

17" - 19"

EQUIPMENTPERMITTED

27"

MIN

.

36"

MA

X.

8" MIN. KNEE CLEARANCETOE CLEARANCE 6" MAX.

9" M

IN.

14" MIN.

17"

MA

X.

5' - 0"

5' -

0"

48"

MIN

.

36" MIN. 36" CONTROL WALL

36"

BA

CK

WA

LL

SEATWALL

5' - 0"

42" G.B. 1' - 0"

0' -

6"

7' - 0"

5' -

0"1'

-0"

5' -

0"

11' -

0"

7' - 0"

6' -

6"

6' -

6"1'

-0"

5' -

0"

7' - 2"

7' - 2"

5' -

0"3'

-0"

32"

MA

X.

3' - 6" 5' - 0"

3' - 6" 1' - 0" 56" MIN. W/ WALL MOUNTED WC

59" MIN. W/ FLOOR MOUNTED WCLATCHAPPROACH

ONLY. OTHERAPPROACHES

48" MIN.

60"

MIN

18" MIN.

X > 8

(A)PULL SIDE

1525

445

205

60"

MIN

.

404.2.6 DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO HINGES OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES (1220) MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGINGINTO THE SPACE.

1220

48 MIN.

404.2.7 DOORS AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (865 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.

404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.

404.2.8.2 SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM.

404.2.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH 402.2.4. MANEUVERING CLEARANCES SHALL EXTEND TO THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE.

404.2.4.3 RECESSED DOOR AND GATES. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES (455MM) OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8 INCHES (205 MM) BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE.

1/2"

= 1

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1/2" = 1'-0"1

Front Axe Throwing Lane Elevation

1/2" = 1'-0"2

Side Axe Throwing Lane Elevation

Page 4: BUILDING CODES...CLIENT: PROJECT: SHEET NUMBER: 2970 CLAIRMONT ROAD NE I SUITE 300 I ATLANTA, GA 30 329 I 404 233 3533 I FAX 404 261 5768 BUILDING CRITERIA SHEET INFORMATION PROJECT

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MATTHEW

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URNER

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS ON THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC AND WERE CREATED AND DEVELOPED FOR USE ON, AND CONNECTION WITH SAID PROJECT. NON OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY FIRM, PERSON OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC. AIA GENERAL CONDITIONS, LATEST EDITIONS, SHALL PREVAIL ON ALL WORKING DRAWINGS,

DETAILS, PLANS, ARRANGEMENTS AND IDEAS.

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GENERAL NOTES

GENERAL CONTRACTOR SHALL CALL ARCHITECT (404.233.3533 ext 107) WITH ANY QUESTIONS OR FOR ANYDEFINITIONS OF BUILDING STANDARD.

GENERAL CONTRACTOR SHALL REVIEW FIELD CONDITIONS AND NOTIFY ARCHITECT, VERBALLY AND IN WRITING,OF ANY DISCREPANCIES.

NOTIFY MANAGEMENT OFFICE (CTJ CONSTRUCTION) PRIOR TO SITE VISITS. PROTECT OCCUPIED AREAS DURINGCONSTRUCTION. COORDINATE SCHEDULE WITH TENANT.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL TEMPORARY UTILITIES, PAYMENT OF SUCHUTILITIES, AND FOR THE PERMANENT CONNECTION OF ALL UTILITIES AT THE DESIGNATED POINT OF "TIE IN"WHETHER BEYOND THE LEASED PREMISES OR WITHIN THE SPACE PAYMENT OF SUCH UTILITIES, AND FOR THEPERMANENT CONNECTION OF ALL UTILITIES AT THE DESIGNATED POINT OF "TIE IN" WHETHER BEYOND THELEASED PREMISES OR WITHIN THE SPACE.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR "TURN-KEY" PROJECT, INCLUDING FINAL CLEANING OFWINDOWS, BLINDS, CARPET, WINDOW SILL, DOORS, HARDWARE, ETC. SPACE TO BE COMPLETED FOR TENANTOCCUPANCY.

CONTRACTOR SHALL VISIT JOB SITE TO BECOME FAMILIAR WITH THE SCOPE OF WORK PRIOR TO SUBMITTINGPRICE. CONTRACTOR SHALL NOTE CONDITIONS WHICH AFFECT OR SHALL BE AFFECTED BY THE SCOPE OFWORK. ANY DISCREPANCIES BETWEEN THESE CONDITIONS AND THE DRAWINGS OR DRAWING NOTES SHALL BEREPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO SUBMITTING PRICE.

ALL DIMENSIONS ARE "CLEAR" UNLESS NOTED OTHERWISE.

ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, LAWS, RULES ANDREGULATIONS OF ALL CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. ALL WORK WILL BE PERMITTED,INSPECTED AND GENERAL CONTRACTOR IS REQUIRED TO OBTAIN PERMANENT CERTIFICATE OF OCCUPANCYPRIOR TO TENANT MOVING IN.

ALL WORK SHALL MATCH BUILDING STANDARDS, UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL CONFORM TO THE RULES OF CONSTRUCTION OPERATION POLICY OF THEMANAGEMENTS OF CTJ CONSTRUCTION INCLUDING, BUT NOT LIMITED TO: HOURS FOR DELIVERY ANDCONSTRUCTION, TRASH REMOVAL REQUIREMENTS, SITE MAINTENANCE, PERSONNEL MANAGEMENT, ANDINSURANCE REQUIREMENTS.

THESE DRAWINGS ARE FOR INFORMATION ONLY. THEY ARE NOT TO BE SCALED. NOTIFY ARCHITECT VERBALLYAND IN WRITING OF ANY VARIATION +4" IN EITHER A FIXED OR FLOATING DIMENSION. WRITTEN DIMENSIONS HAVEPRECEDENCE OVER SCALED DIMENSIONS.

WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR WILL VERIFY AND BERESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OF ANYDIMENSION AND ALL OF THE TERMS AND CONDITIONS SHOWN BY THIS PRINT.

ALL WORK TO BE DONE IN A FIRST CLASS MANNER WITH FIRST CLASS MATERIALS AND INSTALLED ACCORDING TOMANUFACTURERS SPECIFICATIONS.

ELECTRICAL, PLUMBING AND MECHANICAL WORK TO BE "DESIGN BUILD" AND PROFESSIONALLY SEALED BYCONTRACTORS. SUBMIT PLANS TO OWNER FOR REVIEW AND APPROVAL PRIOR TO SUBMITTING FOR PERMITTINGAND COMMENCEMENT OF WORK.

UNLESS ATTACHED HERE WITH OR NOTIFIED BY ARCHITECT OTHERWISE, ALL MECHANICAL / ELECTRICAL /PLUMBING DRAWINGS REQUIRED BY GOVERNING JURISDICTIONS SHALL BE "DESIGN BUILD" AND STAMPED BY THEAPPROPRIATE SUBCONTRACTOR.

GENERAL CONTRACTOR SHALL PROVIDE FINAL ENGINEERING DRAWING TO THE ARCHITECT BY COMPLETION OFTHE PROJECT.

FOR ANY / ALL SPECIAL ORDER ITEMS THE GENERAL CONTRACTOR SHALL SUBMIT SAMPLES / CUT SHEETS TO THEARCHITECT FOR APPROVAL PRIOR TO ORDERING OR PURCHASING.

MISC NOTES

GENERAL CONTRACTOR TO FURNISH AND INSTALL (2)_2_A_10_BC, FIRE EXTINGUISHERS. (SEMI RECESS CABINET /FLUSH MOUNTED), UNLESS NOTED OTHERWISE. REUSE EXISTING AS ALLOWABLE, RECHARGE AS REQUIRED.MAINTAIN TRAVEL DISTANCE (NOT TO EXCEED 75'-0") TO EXTINGUISHERS PER CODE. FIRE EXTINGUISHERS SHALLBE INSTALLED AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE HANDLE. (1 PER 2,500 SFOFFICES, 1 PER 5,000 SF WAREHOUSE)

UPGRADE LIFE SAFETY AS REQUIRED TO COMPLY WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

CLEAN / REPAIR / REPLACE WINDOW TREATMENTS AS REQUIRED.

CLEAN / REPAIR WINDOW SILL(S) AS REQUIRED.

ARCHITECTURAL NOTES

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH BASE BUILDING CONSTRUCTION UNLESS NOTEDOTHERWISE.

PATCH / REPAIR EXISTING PARTITION AS REQUIRED. PATCH / PREP FOR NEW FINISHES.

NOTE WELL: CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS OF ALL FIRE RATED ASSEMBLIES PRIOR TOSUBMITTING CONSTRUCTION BID. CONTRACTOR TO PATCH / REPAIR / UPGRADE ENTIRE FIRE RATED ASSEMBLIESAS REQUIRED TO COMPLY WITH PREVAILING ISSUANCE RECOGNIZED BY CITY AND OR COUNTY. INCLUDE BUTNOT LIMITED TO: INSTALLATION OF FIRE TAPE, INSTALLATION OF FIRE CAULK AT ALL PENETRATIONS ANDINSTALLATION OF FIRE DAMPERS

FURNISH AND INSTALL 1/2" "GREEN LABEL" GWB AT ALL WET PLUMBING LOCATIONS.

TENANT SHALL PROVIDE COMMODITY AFFIDAVIT IF REQUIRED BY CITY AND / OR COUNTY.

DOOR NOTES

SEE ARCHITECTURAL PLAN / LEGEND FOR LOCATION AND DIMENSIONS OF NEW AND RELOCATED DOORS.

ALL BUILDING STANDARD DOOR HARDWARE SHALL BE LEVER TYPE TO COMPLY WITH RULE 120-3-20-.24 (9).GEORGIA ACCESSIBILITY CODE (OR PREVAILING ISSUANCE RECOGNIZED BY COUNTY).

ALL DOORS AND HARDWARE THROUGHOUT SHALL MATCH. REFINISH AS REQUIRED TO ACHIEVE BUILDINGSTANDARD.

CONTRACTOR SHALL FIELD VERIFY RATING OF EXISTING DOOR AND FRAMES IN RATED PARTITIONS. REPLACEDOORS AND FRAMES TO MEET RATINGS AS REQUIRED. REFINISH DOORS AND REPLACE HARDWARE IF REQUIRED.

PROVIDE BUILDING STANDARD DOOR STOPS AT ALL DOOR LOCATIONS (WALL MOUNTED)

ACOUSTICAL NOTES

CEILING HEIGHT : (18'-7" TO STRUCTURE) A.F.F. THROUGHOUT, U.N.O.

CEILING TYPE : A - 2X2MOISTURE RESISTANT CEILING TILE (RESTROOMS / SHOWERS / FOOD SERVICES)

CEILING TYPE : B - EXPOSED CEILING / OPEN TO STRUCTURE

FURNISH AND INSTALL BUILDING STANDARD CEILING GRID AND TILE AS NOTED ON PLAN.

MECHANICAL NOTES

ENGINEERING / REWORK HVAC AS REQUIRED TO COMPLY WITH NFPA 90 A.

FURNISH AND INSTALL T-STATS, DIFFUSERS, SUPPLY AND RETURN AIR, GRILLES, ETC., AS REQUIRED.

FURNISH AND INSTALL HVAC SYSTEM AS REQUIRED TO COMPLY WITH CURRENT CODE.

BALANCE ENTIRE SUITE UPON COMPLETION OF CONSTRUCTION. PROVIDE TEST AND BALANCE REPORT TOLANDLORD / TENANT.

INSTALL EXHAUST FAN WITH SWITCH WHERE INDICATED. (BATHROOM)

CLEAN ALL EXISTING AND RELOCATED HVAC SUPPLY AND RETURN AIR GRILLS AS REQUIRED.

FURNISH AND INSTALL FIRE DAMPERED RETURN AIR GRILLES AS REQUIRED AT ONE-HOUR FIRE RATEDCONSTRUCTION.

CONTRACTOR TO VERIFY EXISTING HVAC CAPACITY WITHIN SUITE. UPGRADE AS REQUIRED FOR WORK SHOWN.

SPRINKLER NOTES

ENGINEER / REWORK SPRINKLERS AS REQUIRED TO COMPLY WITH NFPA 13.

CONTRACTOR SHALL MODIFY SPRINKLER LINES AND HEADS AS REQUIRED TO ACCOMMODATE NEW LAYOUT ANDPREVAILING CODES.

ELECTRICAL NOTES

GENERAL CONTRACTOR TO PATCH (HOT-PATCH) EXISTING UNUSED POWER / TELEPHONE / DATA OUTLETS ASREQUIRED (CAP ELECTRICAL TO SOURCE AS REQUIRED). COORDINATE WITH TENANT.

GENERAL CONTRACTOR TO VERIFY ELECTRICAL CAPACITY WITHIN SUITE. UPGRADE AS REQUIRED FOR WORKSHOWN.

RE-CIRCUIT ALL ELECTRICAL AS REQUIRED / SHOWN TO COMPLY WITH NATIONAL ELECTRIC CODE (N.E.C.).

ALL ELECTRICAL WORK EXECUTED SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE (N.E.C.) OR PREVAILINGISSUANCE RECOGNIZED BY CITY AND / OR COUNTY.

ALL DATA AND TELEPHONE CABLING SHALL BE THE RESPONSIBILITY OF THE TENANT'S OWN VENDOR AND IS NOTINCLUDED UNDER THIS CONTRACT.

UPGRADE LIFE SAFETY SYSTEMS AS REQUIRED TO COMPLY WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGNAND / OR LIFE SAFETY CODE 2012.

EXTEND 3/4" CONDUIT INSIDE PARTITION FROM TELEPHONE/FAX OUTLET TO ABOVE CEILING.

TENANT SHALL BE RESPONSIBLE FOR PROVIDING POWER CONNECTORS AND PLACING CABLES IN SYSTEMSFURNITURE WHERE INDICATED. CONTRACTOR SHALL MAKE ALL CONNECTIONS TO BUILDING POWER AT SPECIALWALL OR FLOOR OUTLETS.

ALL DEDICATED OUTLETS SHALL BE ENGRAVED / IDENTIFIED ON COVER PLATES WITH PANEL AND CIRCUITNUMBER.

SUBCONTRACTOR TO LABEL ALL PANELS. ALL ELECTRICAL OUTLETS SHALL BE IDENTIFIED ON COVER PLATESWITH PANEL AND CIRCUIT NUMBER.

INSTALL PLYWOOD PHONE BOARD WITH ISOLATED GROUND DEDICATED OUTLET @ 72" A.F.F. U.N.O.

ALL CABLING IN RETURN AIR PLENUM TO BE TEFLON COATED (IF APPLICABLE).

FURNISH AND INSTALL EMPTY METAL TUBING FROM BUILDING TELEPHONE ROOM TO TENANT PHONE BOARD.SPACES LESS THAN 10,000 SQUARE FEET (1" DIA. E.M.T.), SPACES GREATER THAN 10,000 SQUARE FEET (2" DIA.E.M.T.).

ALL OUTLETS SHOWN ARE NEW.

PLUMBING NOTES

SHOW WATER LINES WITH BACKFLOW PER IPC 608.

GENERAL CONTRACTOR SHALL PATCH / REPAIR / REPLACE MOISTURE BARRIER AS REQUIRED AT ALL SLAB-CUTSFOR PLUMBING.

HANDICAP ACCESSIBLE WATER CLOSETS SHALL BE 17"-19" A.F.F. TO TOP OF SEAT.

PROVIDE ELECTRIC HOT WATER HEATER, UNLESS EXISTING IS IN GOOD WORKING CONDITION.

INSPECT / REPAIR EXISTING HOT WATER HEATERS AS NEEDED. INSPECT ALL WATER PIPES AND JOINTS FORLEAKS AND PROPER FUNCTION.

HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OTHERWISE CONFIGURED TO PROTECTAGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

WHERE IT IS TECHNICALLY INFEASIBLE TO ALTER EXISTING TOILET AND BATHING ROOMS TO BE ACCESSIBLE, ANACCESSIBLE FAMILY OR ASSISTED-USE TOILET OR BATHING ROOM CONSTRUCTED IN ACCORDANCE WITHSECTION 1109.2.1 IS PERMITTED. THE FAMILY OR ASSISTED-USE TOILET OR BATHING ROOM SHALL BE LOCATEDON THE SAME FLOOR AND IN THE SAME AREA AS THE EXISTING TOILET OR BATHING ROOMS PER 2012INTERNATIONAL BUILDING CODE SECTION 3411.8.11.

FINISH NOTES

NOTE: WHERE MATERIAL ALLOWANCE IS PROVIDED, ALLOWANCE INDICATES COST OF MATERIAL ONLY AND DOESNOT INCLUDE ITEMS LIKE: FREIGHT, SHIPPING, INSURANCE, HANDLING, STORAGE, BACKING, CONTRACTORSMARK-UPS AND OTHER ANCILLARY COSTS.

ALL FINISHES SHALL BE TYPE / CLASS "B" OR BETTER.

PREP ALL SURFACES TO MEET MANUFACTURER'S INSTALLATION SPECIFICATION.

PROVIDE VINYL TRANSITION STRIPS AT ALL FLOOR FINISH CHANGES. TRANSITION STRIP SHALL BE INSTALLED ATCENTERLINE OF DOOR AND COLOR SHALL MATCH RUBBER BASE.

DOORS TO HAVE BUILDING STANDARD (PAINT) FINISH TO MATCH EXISTING.

FURNISH AND INSTALL PAINT AND RUBBER COVE BASE THROUGHOUT AS NOTED. ALL VINYL OR RUBBER BASESHALL BE CONTINUOUS ROLL GOODS.

PRIOR TO BEGINNING INSTALLATION, EXAMIN SUBSTRATE AND CONDITIONS UNDER WHICH THE WORK IS TO BEPERFORMED. THE INSTALLER/APPLICATOR SHALL NOTIFY THE CONTRACTOR IN WRITING, WITH A COPY TO THEARCHITECT, IF SUBSTRATE IS UNSATISFACTORY. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONSHAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO INSTALLER. UPON RECIPT OF GOODS AND BEFORECUTTING OR INSTALLING, EXAMINE ALL MATERIALS TO INSURE THAT GOODS ARE FREE OF ALL DEFECTS,STREAKING, SNAGS, TEARS, STAINS, MILDEW AND OTHER SIMILAR DEFECTS. INSPECT ALL MATERIAL FORCORRECTNESS OF COLOR, PATTERN, FIBER CONTENT AND BACKING MATERIAL. BEGINNING OF WORK INDICATESACCEPTANCE OF THE SUBSTRATE AND THE MATERIALS AS SATISFACTORY BY THE INSTALLER.

INSTALL BUILDING STANDARD MATERIALS, FINISHES AND HANDICAP ACCESSIBLE FIXTURES IN TENANTRESTROOMS INCLUDING VINYL COMPOSITION TILE FLOORING, PLASTIC LAMINATE VANITY AND SPLASH, MIRROR(40" H X WIDTH OF VANITY), TOILET PAPER DISPENSER (1 PER WATER CLOSET)

WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. THEMATERIALS USED IN SUCH WALL SHALL BE OF A TYPE NOT ADVERSELY AFFECTED

FURNISH AND INSTALL (2) COATS FLAT LATEX PAINT AT ALL GYPSUM DRY WALL SURFACES TO BE PAINTED U.N.O.

PAINT ALL WOOD TRIM AND OTHER WOOD SURFACES WITH (2) COATS ALKYD SEMI-GLOSS FINISH ENAMEL PAINT.

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36"

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LIFE SAFETY SUMMARY

ITEM REQUIRED PROVIDED COMMENTS

NUMBER OF EXITS 1 1

EXIT DOOR WIDTH 47 X 0.2 = 9.4" 36" 0.20 SPR.

EXIT STAIR WIDTH # OCC X 0.3 = X" N/A 0.30 SPR

TRAVEL DISTANCE 300' MAX 84'-10" 200' NON SPR. / 300' SPRINKLER

COMMON PATH OF TRAVEL 75' NON SPR. / 100' SPRINKLER

DEAD END CORRIDOR 20' NON SPR. / 50' SPRINKLER

OCCUPANCY SUMMARY

ASSEMBLY 1:15 47

47TOTAL NUMBER OF OCCUPANTS

LEGEND

SYMBOL DESCRIPTION

BUILDING STANDARD COMBINATION EMERGENCY EXIT SIGN / EGRESS LIGHT WITH BATTERY BACKUP.

BUILDING STANDARD AUDIO / VISUAL ANNUNCIATOR - WALL MOUNTED AT 80" A.F.F.

LOCATION OF FIRE EXTINGUISHER - _2_A_10_BC.

32" EGRESS DOOR WIDTH

TRAVEL DISTANCE(POINT OF CHOICE)

X'-X"

(X'-X")

100' MAX 84'-10"

50' MAX N/A

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ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS ON THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC AND WERE CREATED AND DEVELOPED FOR USE ON, AND CONNECTION WITH SAID PROJECT. NON OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY FIRM, PERSON OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC. AIA GENERAL CONDITIONS, LATEST EDITIONS, SHALL PREVAIL ON ALL WORKING DRAWINGS,

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LONG AND 2'-6" WIDE.ONE TABLE TO BE ADA

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9' - 0"A

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A

A

A

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ARCHITECTURAL LEGEND

SYMBOL DESCRIPTION

EXISTING PARTITION OR BASE BUILDING / BUILDING CORE

NEW BUILDING STANDARD PARTITION - 3-5/8" METAL STUDS, 25 GAUGE AT 24" O.C. WITH 1/2" GWB ON EACH SIDE- SLAB TO CEILING GRID. PROVIDE BLOCKING AS REQUIRED FOR CEILING TILE TYPE. USE FINISH TRIM PIECE AT TOP OF PARTITION. SLAB TO 10'-0" AFF.

LOCATION OF BUILDING STANDARD TENANT DEMISING PARTITION OR CORRIDOR PARTITION. ALL TENANT DEMISING AND CORRIDOR PARTITIONS TO BE FLOOR TO STRUCTURE, MIN. 1-HOUR RATED ASSEMBLY; MIN. 3-5/8", MIN. 25 GAUGE METAL STUDS AT 24" O.C.; (5/8") TYPE "X" FIRE CODE DRYWALL EACH SIDE; AND 3-1/2" SOUND ATTENUATION BATTS IN CAVITY. ANCHOR TO SLAB AND SEAL TIGHT TO STRUCTURE. CONTINUOUS PERIMETER CAULKING AS REQUIRED (TEST NUMBER : UL DES. U.465). PROVIDE FIRE DAMPERED RETURN AIR GRILLES AS REQUIRED. PATCH / REPAIR / UPGRADE AS REQUIRED.

CENTER LINE OF COLUMN / MULLION IS CENTER LINE OF WALL.

LOCATION OF FIRE EXTINGUISHER - _2_A_10_BC.

DOOR TAG. SEE DOOR SCHEDULE FOR DETAILS.

FURNISH AND INSTALL 6", 25 GAUGE METAL STUDS AT 16" O.C. TO A LIMITING HEIGHT OF 20'-0".FURNISH AND INSTALL 6", 20 GAUGE METAL STUDS AT 24" O.C. TO A LIMITING HEIGHT OF 22'-10".FURNISH AND INSTALL 6", 20 GAUGE METAL STUDS AT 16" O.C. TO A LIMITING HEIGHT OF 32'-11".FURNISH AND INSTALL 8 SW 16 @ 16" O.C. OR 80 CSN 16 @ 16" O.C. TO A LIMITING HEIGHT OF 32'-11" TO 35'-11".

101

EXISTING

NEW SLAB TO 12'-0" AFF THROWING LANE PARTITION. 2X4 WOOD FRAMING WITH 3/4" PLYWOOD FROM SLAB TO 2'-0" AFF ON BOTH SIDES AND CHAINLINK FENCE FROM 2'-0" AFF TO 12'-0" AFF (TOP OF PARTITION).

DOOR TYPE A DOOR TYPE B

OR OR

DOOR ELEVATION

LIGHTING LEGEND

SYMBOL DESCRIPTION

BUILDING STANDARD LAY-IN FLUORESCENT FIXTURE (2 X 2) - POSITION AS INDICATED. (ACRYLIC LENS).

BUILDING STANDARD COMBINATION EMERGENCY EXIT SIGN / EGRESS LIGHT WITH BATTERY BACKUP.

BUILDING STANDARD AUDIO / VISUAL ANNUNCIATOR - WALL MOUNTED AT 80" A.F.F.

"ADD / NEW"

PENDANT LIGHT PROVIDED BY TENANT

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102 3' - 0" 7' - 0" HM PAINT A SC PAINT X - X - W NEW BUILDING STANDARD INTERIOR DOOR

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FE

FE

GFI

A

A

@ 44" AFF

A

B-1P-1TS

SUPPLY

102

LAV

101

B-1P-1 TS

OPEN AREA

100

UTILITY LEGEND

SYMBOL DESCRIPTION

BUILDING STANDARD DUPLEX RECEPTACLE LOCATED 18" A.F.F. UNLESS NOTED OTHERWISE.

GROUND-FAULT INTERRUPT DEVICE LOCATED AT 42" A.F.F. UNLESS NOTED OTHERWISE.

EXISTING COVER PLATES TO REMAIN.

110V / 20A QUADRUPLEX OUTLET. NO MORE THAN TWO (2) PER CIRCUIT. ENGINEER AS REQUIRED.

NEW

BUILDING STANDARD SINGLE POLE SWITCH - RECIRCUIT AS REQUIRED, RESWITCH AS INDICATED (48" A.F.F. U.N.O.)

FINISH LEGEND

SYMBOL MATERIAL MANUFACTURER PRODUCT NUMBER/

DESCRIPTION

B-1

LOCATION

4" COVE BASE AS NOTED ON PLAN

FLAT LATEX PAINTALL INTERIOR PARTITIONS U.N.O

P-1 -MANUFACTURER

TS TRANSITION STRIP

-MANUFACTURER

-MANUFACTURER AS NOTED ON PLAN

(FINISHES TBD BY CLIENT)

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No. 8458

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MATTHEW

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URNER

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS ON THIS DRAWING ARE OWNED BY AND THE PROPERTY OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC AND WERE CREATED AND DEVELOPED FOR USE ON, AND CONNECTION WITH SAID PROJECT. NON OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY FIRM, PERSON OR CORPORATION FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF HUGHES TURNER PHILLIPS ASSOCIATES, LLC. AIA GENERAL CONDITIONS, LATEST EDITIONS, SHALL PREVAIL ON ALL WORKING DRAWINGS,

DETAILS, PLANS, ARRANGEMENTS AND IDEAS.

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