Attachment 2 - DWG 20220520.pdf

MAHG 181009 RENOVATE B4431

KEESLER AIR FORCE BASE

627 PARADE LANE

BILOXI, MISSISSIPPI 39532

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PROJECT NO:

DRAWN BY:

CHECKED BY:

MA C H A D O P A T A N O

E N G I N E E R N G

1641 Popps Ferry Road, Suite A-4

Biloxi, Mississippi 39532

O: 228.388.1950 | F: 228.388.1971 www.mpeng.us

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Bradford A. Jones, Architect

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AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.

AutoCAD SHX Text C

AutoCAD SHX Text

COPYRIGHTED MATERIAL

AutoCAD SHX Text PRINTED: 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 11:46 AM BY: Mjones BY: Mjones Mjones m:\0110_kafb\0110.21.001_renovate b4431\04-architectural\02-production\01- production drawings\01 t-100 title sheet.dwg

ABBREVIATIONS INDEX

GENERAL GRAPHIC LEGEND

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TAG

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PROJECT TEAM

ARCHITECT: FERNANDA A. SILVA, AIA PRINCIPAL ARCHITECT

Email: fsilva@mpeng.us

STRUCTURAL ENGINEER:

CIVIL ENGINEER: N/A

MECHANICAL ENGINEER: JOHN MICAH VAN DUIJVENDIJK, PE

Email: micah@mpeng.us

ELECTRICAL ENGINEER: BRAD P. PATANO, PE PRINCIPAL

Email: bpatano@mpeng.us

OWNER: KEESLER AIR FORCE BASE

BILOXI, MISSISSIPPI

NN

ARCHITECT / ENGINEER: MACHADO PATANO, PLLC &

M|P DESIGN GROUP, PLLC

918 HOWARD AVENUE, SUITE F

BILOXI, MS 39530

PHONE: (228) 388-1950

B4431

627 PARADE LANE

KESSLER AIR FORCE BASE

BILOXI, MISSISSIPPI 39532

PROJECT SITE

KEESLER AIR FORCE BASE

BILOXI, MISSISSIPPI 39532

I-10

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PROJECT NO:

DRAWN BY:

CHECKED BY:

MA C H A D O P A T A N O

E N G I N E E R N G

1641 Popps Ferry Road, Suite A-4

Biloxi, Mississippi 39532

O: 228.388.1950 | F: 228.388.1971 www.mpeng.us

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AutoCAD SHX Text & AND AND @ AT AT ANGLE ANGLE A/C AIR CONDITIONING AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE ADDT'L ADDITIONAL ADDITIONAL ADJ ADJUSTABLE ADJUSTABLE A.F. ACCESS FLOORING ACCESS FLOORING A.F.D. AUTOMATIC FIRE DAMPER AUTOMATIC FIRE DAMPER A.F.F. ABOVE FINISH FLOOR ABOVE FINISH FLOOR ALUM ALUMINUM ALUMINUM ALT ALTERNATE ALTERNATE APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECT ARCHITECT BTWN BETWEEN BETWEEN BIT BITUMEN BITUMEN B.J. BAR JOIST BAR JOIST BLDG BUILDING BUILDING BLK BLOCK BLOCK BLK'G BLOCKING BLOCKING BLT BUILT BUILT BM BEAM BEAM B.O. BOTTOM OF BOTTOM OF B.R. BACKER ROD BACKER ROD BTWN BETWEEN BETWEEN CAP CAPACITY CAPACITY C/C CENTER TO CENTER CENTER TO CENTER CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION C.J. CONTROL JOINT CONTROL JOINT CL CLEAR CLEAR CLG CEILING CEILING CLO CLOSET CLOSET CLR COLOR COLOR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CONTR. CONTRACTOR CONTRACTOR CONTRACTOR COL COLUMN COLUMN COMP COMPRESSION/COMPRESSED COMPRESSION/COMPRESSED CONC CONCRETE CONCRETE COND CONDENSATE CONDENSATE CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CPLNG COUPLING COUPLING CPT CARPET CARPET CT CERAMIC TILE CERAMIC TILE CTB CERAMIC TILE BASE CERAMIC TILE BASE CTR CENTERS CENTERS CENTER CENTER C.W. COLD WATER COLD WATER /DIADIAMETER DB DRY BULB DRY BULB DBL DOUBLE DOUBLE DEFL DEFLECTION DEFLECTION DEPT. DEPARTMENT DEPARTMENT DET/DTL DETAIL DETAIL DISP. DISPENSER DISPENSER DISPENSER DK DARK DARK DN DOWN DOWN D.P. DAMPROOFING DAMPROOFING DS DOWNSPOUT DOWNSPOUT DWG(S) DRAWING(S) DRAWING(S) EA EACH EACH EDF ELECTRONICDRINKING FOUNTAIN ELECTRONICDRINKING FOUNTAIN EF EXHAUST FAN EXHAUST FAN EFC EACH FACE EACH FACE EJ EXPANSION JOINT EXPANSION JOINT ELEC. ELECTRICAL ELECTRICAL ELECTRICAL EL/ELEV ELEVATION ELEVATION EMBED EMBEDDED EMBEDDED ENGR. ENGINEER ENGINEER ENGINEER ENT ENTERING/ ENTRY ENTERING/ ENTRY EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT ES EXPOSED STRUCTURE EXPOSED STRUCTURE EXH EXHAUST EXHAUST EXPAN EXPANSION EXPANSION EXT EXTERIOR EXTERIOR FA FIRE ALARM FIRE ALARM FAC FIRE ALARM CABINET FIRE ALARM CABINET FD FLOOR DRAIN FLOOR DRAIN FAR FIRE ALARM REMOTE FIRE ALARM REMOTE FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FH FIRE HYDRANT FIRE HYDRANT FIN FINISH FINISH FLR FLOOR FLOOR F..C. FACE OF CONC FACE OF CONC F.O.B. FACE OF BRICK FACE OF BRICK FR FRAME FRAME FS FLOW SWITCH FLOW SWITCH FTG FOOTING FOOTING GA GAUGE GAUGE GALV GALVANIZED GALVANIZED G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR G.G.CMU GROUND FACE CMU GROUND FACE CMU GL GLASS GLASS GPM GALLONS PER MINUTE GALLONS PER MINUTE GYP BD GYPSUM BOARD GYPSUM BOARD HB HOSE BIB HOSE BIB HC HANDICAP HANDICAP HDWR HARDWARE HARDWARE HM HOLLOW METAL HOLLOW METAL HP HIGH POINT HIGH POINT HORIZ. HORIZONTAL HORIZONTAL HR HOUR HOUR HT HEIGHT HEIGHT H.W. HOT WATER HOT WATER HVAC HEATING, VENTILATION, AIR HEATING, VENTILATION, AIR CONDITION IC INTERCOM INTERCOM INSUL INSULATION INSULATION INT INTERIOR INTERIOR INV INVERT INVERT JAN JANITOR JANITOR JNT JOINT JOINT JST JOIST JOIST LAM LAMINATE(D) LAMINATE(D) L.A.T. LAY-IN ACOUSTICAL CEILING LAY-IN ACOUSTICAL CEILING LAY-IN ACOUSTICAL CEILING LAV LAVATORY LAVATORY LF LINEAR FEET LINEAR FEET LG LEG LEG LP LIGHT POLE LIGHT POLE LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY LT LIGHT LIGHT MA MIXED AIR MIXED AIR MAS MASONRY MASONRY MAT'L MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MFR/MFGR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS M.O. MASONRY OPENING MASONRY OPENING MAS. MODIFIED MODIFIED MODIFIED MRV MOISTURE RELEASE VENT MOISTURE RELEASE VENT M.T. METAL THRESHOLD METAL THRESHOLD MTD MOUNTED MOUNTED MTL METAL METAL N/A NOT APPLICABLE NOT APPLICABLE NF NATURAL FINISH NATURAL FINISH NIC NOT IN CONTRACT NOT IN CONTRACT NO. / # NUMBER NUMBER NOM NOMINAL NOMINAL N.T.S. NOT TO SCALE NOT TO SCALE OA OUTSIDE AIR OUTSIDE AIR O.C. ON CENTER ON CENTER O.C.E.W. ON CENTER EACH WAY ON CENTER EACH WAY OH OVERHEAD OVERHEAD OPN'G OPENING OPENING OPP. OPPOSITE OPPOSITE OPPOSITE OZ. OUNCE OUNCE ± , +/_PLUS OR MINUS PT PAINT PAINT PART'N PARTITION PARTITION PRE-FIN PRE FINISH(ED) PRE FINISH(ED) PL PLATE PLATE PROPERTY LINE PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLYWD PLYWOOD PLYWOOD PNL PANEL PANEL PP POWER POLE POWER POLE PR PAIR PAIR PRE FAB PREFABRICATED PREFABRICATED PROJ PROJECTION PROJECTION PSF PUNDS/SQUARE INCH PUNDS/SQUARE INCH P.T.D. PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER QT QUARRY TILE QUARRY TILE GTB QUARRY TILE BASE QUARRY TILE BASE GTY QUANTITY QUANTITY RA RETURN AIR RETURN AIR RB RUBBER BASE RUBBER BASE RD ROOF DRAIN ROOF DRAIN RE: REFER TO REFER TO REF REFERENCE REFERENCE REFR REFRIGERATOR REFRIGERATOR REINF REINFORCED REINFORCED REQ'D REQUIRED REQUIRED RET RETURN RETURN RM ROOM ROOM R.O ROUGH OPENING ROUGH OPENING RTU ROOF TOP UNIT ROOF TOP UNIT SA SUPPLY AIR SUPPLY AIR SAN SANITARY SANITARY SAFM SELF ADHERING FLASHING SELF ADHERING FLASHING MEMBRANE SCHED SCHEDULE SCHEDULE SCWD SOLID CORE WOOD SOLID CORE WOOD SECT SECTION SECTION SF STOREFRONT/ SQUARE FEET STOREFRONT/ SQUARE FEET SHT SHEET SHEET SIM SIMILAR SIMILAR SL SLOPE SLOPE SP SPACING SPACING SPEC SPECIFIED/ SPECIFICATIONS SPECIFIED/ SPECIFICATIONS SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STRUCT. STRUCTURAL STRUCTURAL SUP SUPPLY SUPPLY SUSP SUSPENDED SUSPENDED SYN SYNTHETIC SYNTHETIC T&B TOP & BOTTOM TOP & BOTTOM TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK TEL TELEPHONE TELEPHONE T&G TONGUE & GROOVE TONGUE & GROOVE THRESH. THRESHOLD THRESHOLD TLT TOILET TOILET T.O. TOP OF TOP OF TOP OF T.O.B. TOP OF BEAM TOP OF BEAM TOP OF BEAM T.O.S. TOP OF STRUCTURE TOP OF STRUCTURE TP TOILET PAPER HOLDER TOILET PAPER HOLDER TRTD TREATED TREATED TYP TYPICAL ALL SIMILAR TYPICAL ALL SIMILAR CONDITIONS U.C. UNDER COUNTER UNDER COUNTER UNDER COUNTER U.L. UNDERWRITER'S LABORATORY UNDERWRITER'S LABORATORY UNDERWRITER'S LABORATORY U.N.O. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VAR VARIES VARIES VD VOLUME DAMPER VOLUME DAMPER VERT VERTICAL VERTICAL VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE V.I.F. VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VTR VENT-THRU-ROOF VENT-THRU-ROOF VWC VINYL WALL COVERING VINYL WALL COVERING W. WIDE, WIDTH WIDE, WIDTH WIDE, WIDTH W/ WITH WITH W/O WITHOUT WITHOUT WD WOOD WOOD WG WATER GAUGE WATER GAUGE WGVP WIRE GLASS VISION PANEL WIRE GLASS VISION PANEL WH WATER HEATER WATER HEATER WP WATERPROOFING WATERPROOFING

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PARTITION TAG

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ROOM TAG

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OPENING TAG

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WINDOW TAG

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CONT WD BLOCKING

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WD BLOCKING

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MILLWORK ELEV. TAG

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KEYNOTE

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CONT. BATT INSUL. ACOUSTICAL BATTS

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AutoCAD SHX Text A101

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ELEVATION TAG

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AutoCAD SHX Text A401

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DTL CALL OUT

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AutoCAD SHX Text A301

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SECTION MARK

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NORTH ARROW

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COLUMN GRID

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ELEVATION TAG

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REVISION

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ELEVATION CHANGE

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ROOF SLOPE

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RIGID INSUL

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SHEATHING

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GYP BD

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CMU

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GLULAM WD

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CAST STONE CONCRETE (PLAN)

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WD

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CONCRETE (SECTION)

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BRICK

AutoCAD SHX Text T101 COVER SHEET COVER SHEET G101 GENERAL INDEX GENERAL INDEX G102 ADA AND ABA GUIDELINES AND PROJECT GENERAL NOTES ADA AND ABA GUIDELINES AND PROJECT GENERAL NOTES G103 DEMOLITION AND GENERAL NEW WORK NOTES DEMOLITION AND GENERAL NEW WORK NOTES LS101 FLOOR PLAN - LIFE SAFETY, CODE STUDY, NOTES AND LEGENDS FLOOR PLAN - LIFE SAFETY, CODE STUDY, NOTES AND LEGENDS LS102 WALL PARTITION TYPES AND DETAILS WALL PARTITION TYPES AND DETAILS D101 SITE DEMO PLAN SITE DEMO PLAN D102 FLOOR PLAN - DEMOLITION, DEMO NOTES AND LEGEND FLOOR PLAN - DEMOLITION, DEMO NOTES AND LEGEND D103 FLOOR PLAN - DEMOLITION SLAB, AND DEMO NOTES FLOOR PLAN - DEMOLITION SLAB, AND DEMO NOTES AS101 ARCHITECTURAL SITE PLAN - NEW WORK ARCHITECTURAL SITE PLAN - NEW WORK A101 FLOOR PLAN AND REFLECTED CEILING PLAN AND DETAILS - NEW WORK FLOOR PLAN AND REFLECTED CEILING PLAN AND DETAILS - NEW WORK A102 ROOF PLAN AND ROOF DETAILS - NEW WORK ROOF PLAN AND ROOF DETAILS - NEW WORK A201 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A601 ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE A602 OPENING SCHEDULE OPENING SCHEDULE A603 FINISH FLOOR PLAN - NEW WORK FINISH FLOOR PLAN - NEW WORK A604 HEAD, JAMB AND SILL DETAILS HEAD, JAMB AND SILL DETAILS A701 MILLWORK ELEVATIONS AND SECTIONS MILLWORK ELEVATIONS AND SECTIONS P001 PLUMBING NOTES PLUMBING NOTES P101 PLUMBING DEMO PLAN PLUMBING DEMO PLAN P102 SANITARY SEWER PLAN SANITARY SEWER PLAN P103 DOMESTIC WATER PLAN DOMESTIC WATER PLAN P501 PLUMBING DETAILS PLUMBING DETAILS P601 PLUMBING SCHEDULES PLUMBING SCHEDULES M001 MECHANICAL NOTES MECHANICAL NOTES M002 MECHANICAL NOTES MECHANICAL NOTES M003 HVAC SYMBOLS & ABBREVIATIONS HVAC SYMBOLS & ABBREVIATIONS M101 MECHANICAL DEMOLITION PLAN MECHANICAL DEMOLITION PLAN M102 MECHANICAL PLAN MECHANICAL PLAN M501 MECHANICAL DETAILS MECHANICAL DETAILS M601 MECHANICAL SCHEDULES MECHANICAL SCHEDULES M801 SEQUENCE OF OPERATIONS AND CONTROL DIAGRAMS SEQUENCE OF OPERATIONS AND CONTROL DIAGRAMS E001 ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS E002 ELECTRICAL NOTES ELECTRICAL NOTES E003 ELECTRICAL ABBREVIATIONS, LUMINARE SCHEDULE,& FEEDER SCHEDULE ELECTRICAL ABBREVIATIONS, LUMINARE SCHEDULE,& FEEDER SCHEDULE E011 ELECTRICAL DEMO PLAN ELECTRICAL DEMO PLAN E111 ELECTRICAL POWER PLAN ELECTRICAL POWER PLAN E121 ELECTRICAL LIGHTING PLAN ELECTRICAL LIGHTING PLAN E122 ELECTRICAL LIGHTING CONTROLS PLAN ELECTRICAL LIGHTING CONTROLS PLAN E141 ELECTRICAL SPECIAL SYSTEMS PLAN ELECTRICAL SPECIAL SYSTEMS PLAN E151 MECHANICAL AND PLUMBING POWER PLAN MECHANICAL AND PLUMBING POWER PLAN E201 ELECTRICAL AND COMMUNICATION ROOM ENLARGED VIEW ELECTRICAL AND COMMUNICATION ROOM ENLARGED VIEW E501 ELECTRICAL GENERAL DETAILS ELECTRICAL GENERAL DETAILS E502 ELECTRICAL GENERAL DETAILS ELECTRICAL GENERAL DETAILS E601 ELECTRICAL ONE-LINE DIAGRAM ELECTRICAL ONE-LINE DIAGRAM E621 ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES

AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.

AutoCAD SHX Text C

AutoCAD SHX Text

COPYRIGHTED MATERIAL

PRINTED: 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 11:46 AM BY: Mjones BY: Mjones Mjones m:\0110_kafb\0110.21.001_renovate b4431\04-architectural\02-production\01- production drawings\01 t-100 title sheet.dwg

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REACH CLEARANCES

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MANEUVERING CLEARANCES AT DOORS

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WATER CLOSET REQUIREMENTS

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DRINKING FOUNTAIN REQUIREMENTS

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PROJECT GENERAL NOTES

HEIGHT REQUIREMENTS

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HEIGHT REQUIREMENTS

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WALL DEVICES MOUNTINGSIGN MOUNTING

ADA & ABA CLEARANCES GENERAL NOTES

ADA & ABA SYMBOL LEGEND

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PROJECT NO:

DRAWN BY:

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1641 Popps Ferry Road, Suite A-4

Biloxi, Mississippi 39532

O: 228.388.1950 | F: 228.388.1971 www.mpeng.us

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4 MAX

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FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS

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6"MAX

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30 MIN

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(a) elevation

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(b) plan

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FIGURE 306.3 KNEE CLEARANCE

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48 MIN

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30 MIN

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FIGURE 305.3 CLEAR FLOOR OR GROUND SPACE

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15 MIN

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FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH

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FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH

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FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH

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FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH

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FIGURE 604.5.2 DISPENSER OUTLET LOCATION

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TRANSFER SIDE

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24 MIN

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FIGURE 604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS

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FIGURE 604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS

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FIGURE 604.3.1 SIZE OF CLEARANCE AT WATER CLOSETS

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5 MAX

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FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION

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602.4 & 602.7 SPOUT HEIGHTS

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404.2.4.1 (g) hinge approach, push side MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

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404.2.4.1 (i) latch approach, pull side with closure and latch MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

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48 MIN

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404.2.4.1 (c) front approach, push side with closure and latch MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

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60 MIN

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18 MIN

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404.2.4.1 (a) front approach, pull side MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

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24 MIN

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48 MIN

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404.2.4.1 (k) latch approach, push side with closure and latch MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

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FIGURE 703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND

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48" MIN 60" MAX

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SIGN

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LIGHT SWITCH; SEE ELEC

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44" MIN 48" MAX

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DATA/COMM PORT; SEE ELEC

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SECTION 308 & 309 WITH ASSOCIATED FIGURES REACH RANGES

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FIRE ALARM PULL STATION; SEE ELEC

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THERMOSTAT; SEE MECH

AutoCAD SHX Text NOTE: WALL MOUNT TYPES VARY IN LOCATIONS. FIRST MOUNT TO BEGIN 6" FROM DOOR FRAME (STRIKE SIDE) AND CONTINUE AT 6" INCREMENTS. NOTIFY ARCHITECT OF RECORD OF ANY CONFLICTS WITH MIRRORS OR VISUAL DISPLAY DEVICES BEFORE INSTALLING ROUGH IN.

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1. THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS AND SPECIFICATIONS (PROJECT THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS AND SPECIFICATIONS (PROJECT MANUAL) AS A WHOLE. THE GENERAL CONTRACTOR SHALL NOT BREAK OUT SECTIONS TO SUB-CONTRACTORS OR VENDORS. 2. BIDDERS SHALL FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT JOB SITE PRIOR TO BIDDERS SHALL FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT JOB SITE PRIOR TO BIDDING. 3. DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION CONTRACTOR SHALL BE RESPONSIBLE DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES TO INSURE A GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES TO INSURE A USABLE & FUNCTIONAL END PRODUCT. ANY CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CLARIFIED BY THE ARCHITECT/ENGINEER. BEFORE PROCEEDING WITH CONSTRUCTION OF WORK WITH CONFLICT. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE CEILING WORK TO INSURE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE CEILING WORK TO INSURE ADEQUATE INSTALL FOR ALL COMPONENTS AND TO PREVENT THE ADJUSTMENT OF ANY CEILING COMPONENTS. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL CONSTRUCTION GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS, AND TEMPORARY FACILITIES ON THE JOB SITE FOR THE DURATION OF THE PROJECT. 7. MATERIALS USED ON THIS PROJECT SHALL NOT CONTAIN ASBESTOS. MATERIALS USED ON THIS PROJECT SHALL NOT CONTAIN ASBESTOS. 8. GENERAL CONTRACTOR SHALL PLACE AND MAINTAIN THROUGHOUT DURATION OF PROJECT SPECIFIED GENERAL CONTRACTOR SHALL PLACE AND MAINTAIN THROUGHOUT DURATION OF PROJECT SPECIFIED GROUND MATERIAL OVER SOILS ADJACENT TO BUILDING PRIOR TO INSTALLING EXTERIOR WALL FINISH MATERIALS TO PREVENT STAINING ON FINISHED PRODUCT. ALL STAINS ON EXTERIOR WALL MATERIALS SHALL BE CLEANED AND FULLY REMOVED BEFORE SUBSTANTIAL COMPLETION OF PROJECT AT NO ADDITIONAL COST TO THE OWNER. IF STAINS CAN NOT BE REMOVED FROM THE FINISH MATERIALS, THE MATERIAL MUST BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 9. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS MARKED AS REQUIRED PER GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS MARKED AS REQUIRED PER SPECIFICATIONS FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR IS PROCEEDING AT HIS OWN RISK IF MATERIAL OR COMPONENTS ARE INSTALLED PRIOR TO RECEIVING REVIEWED AND EXECUTED SHOP DRAWINGS AND SUBMITTALS. CONTRACTOR SHALL TAKE LIABILITY FOR REMOVAL AND REPLACEMENT, AT NO ADDITIONAL COST TO THE OWNER, OF ALL MATERIAL, COMPONENTS AND LABOR FOR WORK INSTALLED WITHOUT SIGNED/STAMPED/APPROVED SHOP DRAWINGS AND SUBMITTALS. 10. ALL MILLWORK DIMENSIONS SHALL BE FIELD VERIFIED BEFORE UNIT FABRICATION. ALL MILLWORK DIMENSIONS SHALL BE FIELD VERIFIED BEFORE UNIT FABRICATION. 11. ALL DOOR, FRAME, AND OPENING DIMENSIONS SHALL BE FIELD VERIFIED BEFORE FABRICATION. ALL DOOR, FRAME, AND OPENING DIMENSIONS SHALL BE FIELD VERIFIED BEFORE FABRICATION. 12. ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT TO ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT TO PROJECT CONDITIONS AND ARE NOT INTENDED TO BE ALL INCLUSIVE, NOR MAY THEY ALL BE APPLICABLE FOR THIS SPECIFIC PROJECT. THEY ARE SHOWN FOR GENERAL REFERENCE PURPOSES ONLY DEPICTING THE MINIMUM REQUIREMENTS ALLOWED BY THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA). THEY DO NOT REPRESENT A COMPLETE LISTING OF GUIDELINES OR STANDARDS NECESSARY TO MEET THE 2010 ADA ACCESSIBILITY CODE REQUIREMENTS. THE OVERALL INTENT OF THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT IS FOR IT TO BE IN FULL COMPLIANCE WITH THE 2010 ADA IN ITS ENTIRETY. IF A SITUATION ARISES DURING CONSTRUCTION WHERE A DISCREPANCY OCCURS BETWEEN A DESIGNED DETAIL OR A BUILT CONDITION AND THE MINIMUMS REQUIREMENTS SET FORTH BY THESE DIAGRAMS OR ANY DIAGRAM IN THE 2010 ADA, THEN IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ARCHITECT TO ASSIST WITH MAKING A RESOLUTION PRIOR TO MOVING FORWARD WITH CONSTRUCTION OF THE AFFECTED DETAIL. 13. IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY DURING BIDDING TO BRING ANY IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY DURING BIDDING TO BRING ANY DISCREPANCIES BETWEEN DOCUMENTS TO THE ARCHITECT OR ENGINEER'S ATTENTION. ALL BASE AND ALTERNATE BIDS MUST BE BASED ON THE MOST STRINGENT REQUIREMENTS CALLED FOR AND, IN ADDITION, THE MOST STRINGENT REQUIREMENTS SHOWN SHALL GOVERN AND TAKE PRECEDENCE IN THE EVENT OF ANY AND ALL CONFLICTS BETWEEN DIFFERENT DRAWINGS (PLANS, ELEVATIONS, DETAILS, SECTIONS, SCHEDULES, ETC.), BETWEEN DIFFERENT SPECIFICATION SECTIONS, WITHIN SPECIFICATION SECTIONS, AND BETWEEN THE DRAWINGS AND THE SPECIFICATIONS.

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1. ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT TO ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT TO PROJECT CONDITIONS AND ARE NOT INTENDED TO BE ALL INCLUSIVE, NOR MAY THEY ALL BE APPLICABLE FOR THIS SPECIFIC PROJECT. THEY ARE SHOWN FOR GENERAL REFERENCE PURPOSES ONLY DEPICTING THE MINIMUM REQUIREMENTS ALLOWED BY THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA). THEY DO NOT REPRESENT A COMPLETE LISTING OF GUIDELINES OR STANDARDS NECESSARY TO MEET THE 2010 ADA ACCESSIBILITY CODE REQUIREMENTS. THE OVERALL INTENT OF THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT IS FOR IT TO BE IN FULL COMPLIANCE WITH THE 2010 ADA IN ITS ENTIRETY. IF A SITUATION ARISES DURING CONSTRUCTION WHERE A DISCREPANCY OCCURS BETWEEN A DESIGNED DETAIL OR A BUILT CONDITION AND THE MINIMUM REQUIREMENTS SET FORTH BY THESE DIAGRAMS OR ANY DIAGRAM IN THE 2010 ADA, THEN IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ARCHITECT TO ASSIST WITH MAKING A RESOLUTION PRIOR TO MOVING FORWARD WITH CONSTRUCTION OF THE AFFECTED DETAIL. 2. ALL DIMENSIONS ARE INDICATED IN INCHES UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE INDICATED IN INCHES UNLESS NOTED OTHERWISE. 3. ALL GRAPHICS SHOWN ARE TAKEN FROM THE LATEST EDITION OF AMERICANS WITH ALL GRAPHICS SHOWN ARE TAKEN FROM THE LATEST EDITION OF AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES. 4. ADDITIONAL ADA/ABA REQUIREMENTS MAY BE REQUIRED BY LOCAL JURISDICTION, STATE ADDITIONAL ADA/ABA REQUIREMENTS MAY BE REQUIRED BY LOCAL JURISDICTION, STATE AND LOCAL GOVERNMENT AND LOCAL ORDNANCES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ADDITIONAL REQUIREMENTS AND IMPLEMENTING THESE REQUIREMENTS. 5. IF LOCAL JURISDICTION, STATE AND LOCAL GOVERNMENT AND LOCAL ORDNANCES IF LOCAL JURISDICTION, STATE AND LOCAL GOVERNMENT AND LOCAL ORDNANCES DIFFER FROM WHAT IS SHOWN ON THIS SHEET THE CONTRACTOR SHALL BRING IT TO THE ARCHITECTS ATTENTION IN WRITING PRIOR TO BIDDING.

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MIN

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DIMENSION SHOWING ENGLISH UNITS (IN INCHES UNLESS OTHERWISE SPECIFIED)

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DIMENSION FOR SMALL MEASUREMENTS

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DIRECTION OF TRAVEL OR APPROACH

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BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE

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CENTERLINE

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MINIMUM

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MAXIMUM

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A PERMITTED ELEMENT OR ITS EXTENSION

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A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN

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A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN

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LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE

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GREATER THAN

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LESS THAN

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DIMENSION SHOWING A RANGE WITH MINIMUM - MAXIMUM

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LESS THAN OR EQUAL TO

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GREATER THAN OR EQUAL TO

AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.

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COPYRIGHTED MATERIAL

PRINTED: 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 11:46 AM BY: Mjones BY: Mjones Mjones m:\0110_kafb\0110.21.001_renovate b4431\04-architectural\02-production\01- production drawings\01 t-100 title sheet.dwg

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PROJECT NO:

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MA C H A D O P A T A N O

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1641 Popps Ferry Road, Suite A-4

Biloxi, Mississippi 39532

O: 228.388.1950 | F: 228.388.1971 www.mpeng.us

M p de s i gn group i a r c h i t E c t u r E

Bradford A. Jones, Architect

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AutoCAD SHX Text ALL LIFE SAFETY DEVICES, INCLUDING BUT NOT LIMITED TO, FIRE PULLS, SMOKE DETECTORS, HORN/STROBES, SECURITY SYSTEM, AutoCAD SHX Text ETC SHALL REMAIN IN OPERATION DURING THE DURATION OF DEMOLITION AND NEW WORK. IF ANY INTERRUPTION OF ANY LIFE

AutoCAD SHX Text SAFETY DEVISES OR SYSTEMS IS REQUIRED BY THE CONTRACTOR DURING ANY SCOPE OF WORK TO BE PERFORMED, THE

AutoCAD SHX Text CONTRACTOR SHALL COORDINATE WITH THE OWNER/ARCHITECT AND RECEIVE APPROVAL PRIOR TO INTERRUPTION.

AutoCAD SHX Text GAS AND WATER SUPPLY LINES, SEWER WASTE LINES, ETC THAT ARE TO BE ABANDONED SHALL BE SEALED, CAPPED, VALVED AND

AutoCAD SHX Text TESTED FOR LEAKS. CONTRACTOR SHALL LOCATE PIPE TERMINATIONS AND VALVES ON AS-BUILT DRAWINGS.

AutoCAD SHX Text CONTRACTOR SHALL COORDINATE ALL VEHICLE ACCESS, PARKING AREAS, VENDOR AND SUPPLIER LOADING / UNLOADING ZONES

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PRIOR TO COMMENCING PROJECT WORK. OWNER REQUIREMENTS SHALL BE STRICTLY FOLLOWED.

AutoCAD SHX Text ABSOLUTELY NO REMOVED ITEMS OR SCRAP OR NEW CONSTRUCTION MATERIAL(S) SHALL BE DROPPED OR THROWN FROM ROOF

AutoCAD SHX Text TOP TO GROUND BELOW. ALL MATERIAL, DEBRIS, AND DISCARDED ITEMS SHALL BE CARRIED OR LOWERED FROM ROOF TO

AutoCAD SHX Text GROUND LEVEL BELOW. ALL ALUMINUM COPING, EDGING, SCRAP, ETC. SHALL BE PLACED AT LOCATION(S) DENOTED BY OWNER

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FOR RECYCLING BY THE OWNER.

AutoCAD SHX Text THE CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS, AND

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TEMPORARY FACILITIES ON THE JOB SITE FOR THE DURATION OF THE WORK.

AutoCAD SHX Text ALL EXISTING BUILDING MATERIALS TO REMAIN THAT ARE DAMAGED DURING DEMOLITION AND OR NEW WORK CONSTRUCTION

AutoCAD SHX Text SHALL BE REPAIRED, PATCHED, AND FINISHED TO MATCH ADJACENT AND EXISTING IN QUALITY AT NO COST TO THE OWNER.

AutoCAD SHX Text DAMAGE TO EXISTING BUILDING MATERIALS OUTSIDE THOSE SPECIFIED BY DEMOLITION OR NEW WORK SHALL BE REPAIRED AT NO

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COST TO THE OWNER.

AutoCAD SHX Text THE CONTRACTOR SHALL PLACE PROTECTION AT ALL WORK LEVELS AS REQUIRED TO PROTECT ALL OBJECTS ABOVE, BELOW AND

AutoCAD SHX Text ADJACENT TO WORK IN PROGRESS, INCLUDING BUT NOT LIMITED TO PERSONS, VEHICLES, LANDSCAPING, WALKWAYS, DRIVES, AutoCAD SHX Text PARKING AREAS, AND EXISTING BUILDING SURFACES FROM ALL MATERIALS BEING REMOVED OR APPLIED WHICH MAY PRODUCE

AutoCAD SHX Text SPLASH, OVER SPAY OR FALLOUT OF ANY KIND. ALL NECESSARY RELATED CLEAN-UPS AND RESTORATIVE REQUIREMENTS SHALL

AutoCAD SHX Text BE THE CONTRACTOR'S RESPONSIBILITY AT NO ADDITIONAL COST TO THE OWNER OR INJURED PARTIES.

AutoCAD SHX Text THE CONTRACTOR(S) SHALL COORDINATE WITH THE OWNER AREA TO BE USED FOR CLEANING OF TOOLS AND EQUIPMENT. THE

AutoCAD SHX Text CONTRACTOR SHALL THOROUGHLY AND COMPLETELY CLEAN AND REMOVE ALL RESIDUE AT OWNER SPECIFIED TOOL CLEANING

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AREA(S) AS A RESULT OF EQUIPMENT AND TOOL CLEANING.

AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN EXTERIOR AREAS FREE FROM DEBRIS, MATERIALS, AND SMALL PARTS SUCH AS FASTENERS, AutoCAD SHX Text SCREWS, SCRAP & NAILS ON DAILY BASIS, FOR THE PREVENTION OF DAMAGE TO PERSONS AND VEHICLES.

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AutoCAD SHX Text DO NOT SCALE DRAWINGS; DIMENSIONS SHOWN ARE FOR REFERENCE ONLY; IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR

AutoCAD SHX Text SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING WITH DEMOLITION. THE

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CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO DEMOLITION.

AutoCAD SHX Text IF ANY MATERIAL SUSPECTED TO CONTAIN ASBESTOS IS DISCOVERED, ALL WORK IN THE VICINITY SHALL IMMEDIATELY BE

AutoCAD SHX Text SUSPENDED. THE OWNER AND THE ARCHITECT SHALL BE NOTIFIED IN WRITING AND NO WORK SHALL RESUME IN THE SUSPECT

AutoCAD SHX Text AREA UNTIL CERTIFIED INSPECTION, VERIFICATION AND OR REMOVAL OF ASBESTOS CONTAINING MATERIAL IS PERFORMED.

AutoCAD SHX Text THE CONTRACTOR SHALL VERIFY WITH THE OWNER PRIOR TO REMOVAL, DISPOSAL, AND STORAGE OF ANY COMPONENT(S) OF

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SALVAGEABLE USE.

AutoCAD SHX Text STOCKPILE OF DEMOLITION MATERIALS ON SITE IS NOT ALLOWED. ALL DEMOLITION MATERIALS ARE TO BE REMOVED FROM THE

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SITE IN A TIMELY FASHION AND DISPOSED OF OFF SITE IN A LEGAL LANDFILL.

AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE APPROPRIATE DUMPSTER(S) IN DESIGNATED AREAS PER CODES AND OWNER DIRECTION /

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REGULATIONS.

AutoCAD SHX Text FINAL SITE CLEANING; CONTRACTOR SHALL CLEAR OF ALL DEBRIS, DEMOLITION AND NEW WORK RELATED.

AutoCAD SHX Text THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES OUTSIDE THE LIMITS OF WORK THAT ABUT DEMOLITION AND NEW WORK

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ITEMS.

AutoCAD SHX Text THE CONTRACTOR SHALL PROTECT ALL TREES FROM DAMAGE DURING DEMOLITION AND NEW WORK OPERATIONS. PROTECTIVE

AutoCAD SHX Text BARRIER FENCES MUST BE ERECTED ONE FOOT OUT FROM ANY TREE DRIP LINE. WHERE THIS IS NOT FEASIBLE, THE FENCE SHALL

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BE TWO FEET IN ON THE TRUNK SIDE OF THE BUILDING.

AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE AND ERECT A FREE STANDING CHAIN LINK CONSTRUCTION BARRIER FENCE. FENCING SHALL BE

AutoCAD SHX Text MAINTAINED DURING ENTIRE COURSE OF DEMOLITION AND NEW WORK. THE CONTRACTOR SHALL COORDINATE FENCE LOCATION

AutoCAD SHX Text WITH OWNER'S NEEDS AND DAY TO DAY OPERATIONS OF THE FACILITY. EXIT EGRESS PATHS SHALL NOT BE BLOCKED BY

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CONSTRUCTION BARRIER FENCING.

AutoCAD SHX Text CURRENTLY USED DRIVES, PARKING AREAS AND SIDEWALKS OUTSIDE THE PROJECT LIMITS, DURING DEMOLITION AND NEW WORK

AutoCAD SHX Text CONSTRUCTION SHALL NOT BE BLOCKED OR DISRUPTED UNLESS OTHERWISE APPROVED BY THE OWNER/ARCHITECT.

AutoCAD SHX Text THE CONTRACTOR SHALL NOT DISCARD ANY MATERIAL, INCLUDING BUT NOT LIMITED TO, SOLIDS AND LIQUIDS INTO ROOF DRAINS

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OR VENTS, ETC.

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AutoCAD SHX Text OWNER TOILET FACILITIES AND DRINKING FOUNTAINS SHALL NOT BE USED BY ANY CONTRACTOR, SUB CONTRACTOR, VENDOR, AutoCAD SHX Text

SUPPLIER ETC. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE FACILITIES.

AutoCAD SHX Text ROOMS BELOW WHERE ROOF WORK IS TO BE PERFORMED THE CONTRACTOR SHALL COVER WITH VISQUEEN THE FOLLOWING, BUT

AutoCAD SHX Text NOT LIMITED TO, EQUIPMENT, COUNTER TOPS, OPEN CONTAINERS, FURNITURE, FILES ETC. WHICH MAY CATCH OR BE DAMAGED BY

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FALLING DUST AND OR DEBRIS.

AutoCAD SHX Text TEMPORARY PROTECTION AND APPLICABLE WARNING SIGNS SHALL BE POSTED BY THE CONTRACTOR AT WORK AREA(S) TO

AutoCAD SHX Text ENSURE THE SAFETY OF EMPLOYEES, STUDENTS, GENERAL PUBLIC AND CONTRACTORS. THESE PROTECTIVE MEASURES AND

AutoCAD SHX Text SIGNAGE SHALL BE IN PLACE AT ANY WORK AREA WHEN EQUIPMENT, TOOLS, AND MATERIALS ARE PRESENT AND/OR WHEN

AutoCAD SHX Text WORKERS MAY NEED TO OBSTRUCT THE NORMAL ACCESS-EGRESS OF THE PROJECT SITE OR FACILITY INCLUDING INTERIOR

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SPACES.

AutoCAD SHX Text ALL ROOFING WORK, DEMOLITION AND NEW WORK, SHALL BE COORDINATED WITH OTHER WORK TO BE PERFORMED UNDER

AutoCAD SHX Text SEPARATE CONTRACT(S). THE GENERAL AND ROOFING CONTRACTOR SHALL COORDINATE THIS WORK WITH THE OWNER AND

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ARCHITECT.

AutoCAD SHX Text THE CONTRACTOR SHALL PROTECT ALL EXISTING ELECTRICAL EQUIPMENT, FIRE PROTECTION, PLUMBING FIXTURES, PIPING, AutoCAD SHX Text DUCTING, AND MECHANICAL EQUIPMENT AND EXISTING SYSTEMS DURING DEMOLITION AND NEW WORK CONSTRUCTION. ALL ITEMS

AutoCAD SHX Text AND SYSTEMS DAMAGED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE AT NO COST TO THE

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OWNER.

AutoCAD SHX Text WORK PERFORMED WITHIN THE EXISTING PROJECT FACILITY AND PROPERTY MAY BE PERFORMED DURING NORMAL HOURS, AutoCAD SHX Text DURING WEEKENDS, OR DURING OTHER DOWN TIME, AND SHALL BE COORDINATED WITH THE OWNER. ALL DEMOLITION AND NEW

AutoCAD SHX Text WORK CONSTRUCTION SHALL BE PERFORMED WITHIN THE CONTRACT TIME LIMITS. WORK SHIFTS AND HOURS MAY BE DISRUPTED

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OR MODIFIED AT THE OWNER'S DISCRETION.

AutoCAD SHX Text THE CONTRACTOR SHALL NOT DISCARD ANY MATERIAL, INCLUDING BUT NOT LIMITED TO, SOLIDS AND LIQUIDS INTO FLOOR DRAINS, AutoCAD SHX Text STORM DRAINS/SEWERS, CATCH BASINS, CULVERTS ETC. OTHER THAN POTABLE WATER. IT SHALL BE THE CONTRACTORS

AutoCAD SHX Text RESPONSIBILITY TO MAINTAIN A CLEAR AND FUNCTIONING DRAINAGE/SANITARY SEWER SYSTEM.

AutoCAD SHX Text ALL CODES AND OWNER REGULATIONS AND REQUIREMENTS CONCERNING SITE AND BUILDING MEANS OF ACCESS AND EGRESS

AutoCAD SHX Text SHALL BE OBSERVED AND FOLLOWED BY THE CONTRACTOR AND SUB CONTRACTORS. VEHICLES USED BY ALL CONTRACTORS AND

AutoCAD SHX Text SUPPLIERS SHALL NOT BLOCK OWNERS BUILDING OR ADJACENT BUILDINGS, ACCESS DRIVES, EMERGENCY FIRE LANES, DROP OFF

AutoCAD SHX Text AND PICK UP ZONES ETC. ALL CONTRACTOR VEHICLES, IF PARKED ON PROJECT SITE, SHALL BE PARKED IN AN OWNER APPROVED

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LOCATION.

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AutoCAD SHX Text ALL EXISTING GROUNDS, CONCRETE, ASPHALT, PARKING AREAS, GRASS AREAS ETC, SHALL HAVE WOOD SHORING OR OTHER

AutoCAD SHX Text APPROPRIATE PROTECTION APPLIED BENEATH "FEET" OR "LEGS" OF CRANES, TRACKED OR HEAVY VEHICLES, AND OR HEAVY

AutoCAD SHX Text EQUIPMENT OR MATERIAL WHICH WOULD OTHERWISE DAMAGE SURFACES BELOW. ALL DAMAGE INCURRED DURING THE COURSE

AutoCAD SHX Text OF DEMOLITION AND NEW WORK SHALL BE REPAIRED TO MATCH EXISTING AT NO ADDITIONAL COST TO OWNER.

AutoCAD SHX Text ALL DAMAGE TO EXISTING GRASS IN AND AROUND PROJECT AREA INCURRED DURING DEMOLITION AND NEW WORK SHALL BE

AutoCAD SHX Text REPAIRED AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO REMOVE ALL DEAD AND DAMAGED VEGETATION IN SUCH

AutoCAD SHX Text AREAS AND RAKE GRADE SMOOTH AND LEVEL. APPLY FERTILIZER AND LAY NEW GRASS SOD FULL EXTENTS OF DISTURBED AREA.

AutoCAD SHX Text MATCH EXISTING GRASS SPECIES. CONTRACTOR SHALL WATER NEW PLACED SOD AS REQUIRED AND SHALL COORDINATE WATERING WITH OWNER.

AutoCAD SHX Text THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY OPENING MADE; VIA DEMOLITION OR NEW WORK BY HIS TEAM AND OR

AutoCAD SHX Text ASSOCIATED TRADES ON THE PROJECT, IS SECURED, CLOSED AND SEALED DAILY TO ENSURE NO WATER INFILTRATION OR UNDUE

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EXPOSURE TO ELEMENTS IS LEFT EXPOSED.

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AutoCAD SHX Text ALL WORK ASSOCIATED WITH THIS PROJECT INCLUDING DEMOLITION AND NEW CONSTRUCTION, SHALL STRICTLY ADHERE TO

AutoCAD SHX Text ALL APPLICABLE SAFETY GUIDELINES AND REQUIREMENTS SET FORTH BY LOCAL, FEDERAL AND CIVIL LAWS / REGULATIONS.

AutoCAD SHX Text THE GENERAL CONTRACTOR, SUB-CONTRACTORS AND SUPPLIERS SHALL MAINTAIN A NEAT AND ORDERLY WORK SITE.

AutoCAD SHX Text ACCUMULATION OF TRASH OR DEMOLITION / CONSTRUCTION DEBRIS WITHIN OR OUTSIDE OF CONSTRUCTION SITE IS

AutoCAD SHX Text PROHIBITED. DEMOLITION AND CONSTRUCTION DEBRIS AND TRASH SHALL BE REMOVED FROM SITE ON A DAILY BASIS.

AutoCAD SHX Text EXTREME CARE SHALL BE TAKEN AS TO NOT DAMAGE EXISTING LANDSCAPING, CONCRETE, ASPHALT, UTILITY MAINS OR SITE

AutoCAD SHX Text STORM DRAINS OUTSIDE OF THE LIMITS OF DEMOLITION AND NEW WORK. DAMAGE CAUSED BY CONTRACTOR SHALL BE

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REPAIRED BY THE CONTRACTOR AT NO COST TO OWNER.

AutoCAD SHX Text THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL NEW MATERIALS TO BE INSTALLED OR APPLIED TO NEW OR

AutoCAD SHX Text EXISTING SURFACES. THE CONTRACTOR SHALL FOLLOW ALL MANUFACTURER REQUIREMENTS, INSTRUCTIONS, AND

AutoCAD SHX Text RECOMMENDATIONS FOR INSTALLATION AND WARRANTY OF ALL MATERIAL USED ON THIS PROJECT. MANUFACTURER

AutoCAD SHX Text WARRANTIES SHALL BE ISSUED WHERE WARRANTIES ARE AVAILABLE. ALL PROJECT WORK SHALL USE MANUFACTURER

AutoCAD SHX Text APPROVED AND COMPATIBLE MATERIALS AND METHODS, INCLUDING ADHESIVES, SEALANTS, SOLVENTS, ETC.

AutoCAD SHX Text ALL ROOF WORK TO BE PERFORMED SHALL MEET ROOFING MANUFACTURER'S REQUIREMENTS FOR WARRANTY COVERAGE.

AutoCAD SHX Text ALL ROOFING WORK TO BE ACCOMPLISHED SHALL BE INSTALLED BY AN APPLICATOR WHICH IS APPROVED BY THE ROOFING

AutoCAD SHX Text MANUFACTURER. ROOFING APPLICATOR SHALL PROVIDE PROOF TO THE ARCHITECT OF ACCEPTANCE BY MANUFACTURER

AutoCAD SHX Text PRIOR TO ANY WORK. ALL PENETRATIONS THROUGH NEW OR EXISTING ROOFING SHALL BE INSTALLED PER

AutoCAD SHX Text MANUFACTURER'S STANDARD APPLICATION DETAILS. NO WORK COMPLETED SHALL VOID ANY WARRANTY ON ANY EXISTING

AutoCAD SHX Text ROOF SYSTEM. ALL NEW ROOFING WORK SHALL BE COMPATIBLE WITH ANY EXISTING ROOF SYSTEM INSTALLED.

AutoCAD SHX Text NO DISSIMILAR METALS WHICH MAY CAUSE ELECTROLYTIC DEGRADATION SHALL BE JOINED WITHOUT ELECTROLYTIC

AutoCAD SHX Text SEPARATION MATERIAL. SEPARATION MATERIAL SHALL BE AS OUTLINED BY APPLICABLE ASTM AND NATIONAL BUREAU OF

AutoCAD SHX Text STANDARDS REQUIREMENTS. SEPARATION MATERIALS INTENDED FOR USE, AND AT THEIR SPECIFIC APPLICATION(S) /

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LOCATION(S), SHALL BE SUBMITTED FOR APPROVAL.

AutoCAD SHX Text THIS PROJECT SITE AND BUILDING IS A TOBACCO FREE PROPERTY. SMOKING AND TOBACCO USE OF ANY KIND IS PROHIBITED

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FOR PROJECT DURATION.

AutoCAD SHX Text THE DEMOLITION PLANS INDICATE THE GENERAL SCOPE AND INTENT OF ITEMS THAT ARE TO BE REMOVED, ABANDONED AND

AutoCAD SHX Text / OR REWORKED; HOWEVER, ALL ITEMS AND AREAS MAY NOT BE DEPICTED OR NOTED. IT IS THE RESPONSIBILITY OF THE

AutoCAD SHX Text CONTRACTOR TO FULLY COORDINATE DEMOLITION AND NEW WORK WITH ALL DISCIPLINES AND REMOVE AS REQUIRED AND

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PATCH BACK AS REQUIRED TO MATCH ADJACENT AREA(S) THAT MAY NOT BE NOTED.

AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.

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COPYRIGHTED MATERIAL

PRINTED: 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 12:23 PM BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones BY: Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones Marc Jones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones LAST SAVED: 5/20/2022 11:46 AM BY: Mjones 5/20/2022 11:46 AM BY: Mjones BY: Mjones Mjones m:\0110_kafb\0110.21.001_renovate b4431\04-architectural\02-production\01- production drawings\01 t-100 title sheet.dwg

FLEET MANG

A102

DRIVERS LOUNGE

A112

MECHANICAL

A118

ELECTRICAL

A119

BREAK ROOM

A114

COMM

A113

MEETING ROOM

A109

OFFICE

A107

TESTING

A106

VEHICLE OPS/SUPERVISORS

A104

TASK STATION

A103

FUTURE OFFICE SPACE

B101

MEN

A117

WOMEN

A116

MEN

B102

WOMEN

B103

OFFICE

A105

VEHICLE DISPATCH/RECEP

A101

JANITOR

A115

A

CORRIDOR

A111

PRINT / FILE AREA

A110

A

BC

D

OCCUPANT LOAD 7

THIS SPACE ONLY

REQUIRES ONE EXIT

ELEMENT OIC/NCOIC

OFFICE

A108

REQUIRED EXIT REQUIRED EXIT

NOT A

REQUIRED EXIT

NOT A

REQUIRED EXIT

NOT A

REQUIRED EXIT

LS101

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A F

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AS INDICATED

MAJ

FAS

FLOOR PLAN - LIFE SAFETY

SCALE: 1/8" = 1'-0"

FE

LIFE SAFETY PLAN NOTES

LIFE SAFETY PLAN LEGEND

EGRESS TRAVEL DISTANCE

BUILDING CODE ANALYSIS

SHEET NUMBER

VERIFY SCALES

1"

IF NOT ONE INCH ON THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON ORIGINAL DRAWING

SCALE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

MA C H A D O P A T A N O

E N G I N E E R N G

1641 Popps Ferry Road, Suite A-4

Biloxi, Mississippi 39532

O: 228.388.1950 | F: 228.388.1971 www.mpeng.us

M p des i gn group i a r c h i t E c t u r E

Bradford A. Jones, Architect

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ANN

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ANN

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FEC

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FEC

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FEC

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SPACE DIAGONAL 108'-4"

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FE

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FE

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FE

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DASHED LINE; WALL TO DECK, TYP

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DASHED LINE; WALL TO DECK, TYP

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THIS DOOR LEAF SHALL BE THE ACTIVE LEAF FOR MEANS OF EGRESS

AutoCAD SHX Text NOTE: WALLS AT COMM A113, ELEC A119 AND MECH A118; THESE WALLS SHALL EXTEND TO ROOF DECK AND ALL PENETRATIONS AND ENTIRE PERIMETER OF WALL SHALL BE SEALED TO NOT ALLOW THE PASSAGE OF SMOKE; THESE WALLS ARE NOT FIRE AND SMOKE RATED WALLS, BARRIERS OR PARTITIONS AND THEREFORE DO NOT REQUIRE SMOKE AND / OR FIRE DAMPERS

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PROPOSED LAYDOWN AREA; CONTRACTOR SHALL VERIFY AND COORDINATE WITH OWNER

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1. SEE LS SHEETS FOR OCCUPANCY CLASSIFICATION PLAN. SEE LS SHEETS FOR OCCUPANCY CLASSIFICATION PLAN. 2. SEE ARCHITECTURAL FLOOR PLAN(S) SHEETS FOR WALL PARTITION TYPE SEE ARCHITECTURAL FLOOR PLAN(S) SHEETS FOR WALL PARTITION TYPE LOCATIONS & SEE LS SHEETS FOR WALL PARTITION TYPES. 3. FE & FE LOCATIONS ARE LOCATED TO COMPLY WITH CODES AND STANDARDS. FE & FE LOCATIONS ARE LOCATED TO COMPLY WITH CODES AND STANDARDS. VERIFY WITH ARCHITECT BEFORE RELOCATING FE'S. REFERENCE LS SHEETS FOR FE DETAIL(S)

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EGRESS ROUTES

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WALL OR POST MOUNT FIRE EXTINGUISHER

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SEMI - RECESSED FIRE EXTINGUISHER CABINET

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FEC

AutoCAD SHX Text GRADE LEVEL TRAVEL DISTANCE TO EXIT A-A 71'-6" 71'-6" B-A 67'-8" 67'-8" B-D 73'-5" 73'-5" C-D 46'-5"46'-5"

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NOTE: THESE EXITS TO A PUBLIC WAY DO NOT EXCEED 200 FEET PER TABLE 1017.2

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EXIT SIGN

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STRUCTURAL COLUMN

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SC

AutoCAD SHX Text CODES & STANDARDS REFERENCED AND USED FOR DESIGN INTERNATIONAL BUILDING CODE 2018 NTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 NATIONAL ELECTRICAL CODE 2018 FM GLOBAL DATA SHEETS UNDERWRITERS LABORATORIES NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) SECTION 1 - USE AND OCCUPANCY CLASSIFICATION MIXED USE OCCUPANCY (OCC): NO NO a. MAIN OCC BUSINESS B MAIN OCC BUSINESS B BUSINESS B b. ACCESSORY OCC NO ACCESSORY OCC NO NO c. NONSEPARATED OCC NO NONSEPARATED OCC NO NO OCCUPANCY GROUPS a. BUSINESS (B) BUSINESS (B) b. ASSEMBLY (A) - THIS IS FOR MEETING AND CONFERENCE ROOMS OCCUPANCY ASSEMBLY (A) - THIS IS FOR MEETING AND CONFERENCE ROOMS OCCUPANCY CALCULATIONS ONLY; OCCUPANT LOAD FOR EACH ROOM IS LESS THAN 50; THEREFORE, THE OCCUPANCY CLASSIFICATION IS CONSIDERED BUSINESS (B). REQUIRED SEPARATION OF OCCUPANCIES (HOURS) a. N/A N/A SECTION 2 - BUILDING CONSTRUCTION CONSTRUCTION TYPE: TYPE VB TYPE VB BLDG ELEMENT FIRE-RES NONE NONE SPRINKLER SYSTEM: NO NO SPRINKLER TYPE: N/A N/A SPRINKLER DESIGN: N/A N/A ACTUAL CONSTRUCTION: WOOD STUD AND MASONRY WOOD STUD AND MASONRY ALLOWABLE HEIGHT: 40 FEET 40 FEET ACTUAL HEIGHT: MEAN ROOF HEIGHT: 12'-0" MEAN ROOF HEIGHT: 12'-0" ALLOWABLE STORIES: 2 2 ACTUAL STORIES: 1 1 ALLOWABLE AREA: 9,000 SQUARE FEET 9,000 SQUARE FEET ACTUAL AREA: 4,623 SQUARE FEET 4,623 SQUARE FEET SECTION 3 - OCCUPANT LOAD BUILDING OCCUPANT LOAD: 4,331 OCCUPIED AREA / 150 4,331 OCCUPIED AREA / 150 BUSINESS B 29 29 SECTION 4 - EXIT REQUIREMENTS NUMBER OF EXITS: 1 PER STORY REQUIRED, 4 PROVIDED 1 PER STORY REQUIRED, 4 PROVIDED COMMON PATH OF EGRESS: 100' (OCC LOAD PER BUILDING < OR EQ TO 30) 100' (OCC LOAD PER BUILDING < OR EQ TO 30) MAX TRAVEL DISTANCE: B = 200' B = 200' TOTAL EGRESS WIDTH: B @ 29 (.20) = 5.8" B @ 29 (.20) = 5.8" PROVIDED = 144" (EXIT DOORS) CORRIDOR WIDTH: 44" MIN 44" MIN BALCONY WIDTH: 44" MIN (N/A) 44" MIN (N/A) DEAD END CORRIDOR: 20' MAX (N/A) 20' MAX (N/A) CORRIDOR RATINGS: N/A N/A SECTION 5 - PLUMBING 29 OCCUPANTS = 15 WOMEN, 14 MEN WATER CLOSETS MALE: B 1 PER 25 FOR THE FIRST 50; 1 REQUIRED 1 PER 25 FOR THE FIRST 50; 1 REQUIRED TOTAL 2 PROVIDED 2 PROVIDED WATER CLOSETS FEMALE: B 1 PER 25 FOR THE FIRST 50; 1 REQUIRED 1 PER 25 FOR THE FIRST 50; 1 REQUIRED TOTAL 2 PROVIDED 2 PROVIDED LAVATORIES MALE: B 1 PER 40 FOR THE FIRST 80; 2 REQUIRED 1 PER 40 FOR THE FIRST 80; 2 REQUIRED TOTAL 2 PROVIDED 2 PROVIDED LAVATORIES FEMALE: B 1 PER 40 FOR THE FIRST 80; 2 REQUIRED 1 PER 40 FOR THE FIRST 80; 2 REQUIRED TOTAL 2 PROVIDED 2 PROVIDED DRINKING FOUNTAINS: B 1 PER 100; 1 REQUIRED 1 PER 100; 1 REQUIRED TOTAL 4 PROVIDED 4 PROVIDED SERVICE SINK: B 1 REQUIRED 1 REQUIRED TOTAL 1 PROVIDED 1 PROVIDED HAND WASH SINK: N/A N/A EMERGENCY EYE WASH/SHOWER N/AN/A

AutoCAD SHX Text NOTE: SEE MECH. & ELEC. PLANS FOR DESIGN & LAYOUT OF EMERGENCY SEE MECH. & ELEC. PLANS FOR DESIGN & LAYOUT OF EMERGENCY LIGHTING, ELEC. AND FIRE DEVICES.

AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING…