19. 21-017375 CAI B50 - All Drawings for Bid.pdf

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

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CAI-013, RMS B50 & B51

SIMULATOR SITE PREP

DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

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DESIGNED

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WORK REQUEST NO.

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DRAWN

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OFFICE OF

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FACILITY MANAGEMENT

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ISSUED BY

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AMP-400

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DATE

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FEDERAL AVIATION ADMINISTRATION

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LEAD OR PM

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REV

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DATE

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DEPARTMENT OF TRANSPORTATION

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APPROVED BY

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DESCRIPTION

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APP'D

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OF

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AutoCAD SHX Text Drawing No. AMP-400-D-

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CAI - 013

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B50 AND B51

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AutoCAD SHX Text 2021-017375

AutoCAD SHX Text 2021017375

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TRACY HARTMAN

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JON BERKMAN

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DECEMBER, 2022

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TGH

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TGH

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AutoCAD SHX Text PROJECT SUMMARY: THIS PROJECT CONSISTS OF, BUT IS NOT LIMITED TO THE FOLLOWING WORK. REFER TO DRAWINGS AND SPECIFICATIONS FOR COMPLETE PROJECT REQUIREMENTS. A. DEMOLITION DEMOLITION A.1. UTILITY LOCATE AND EXTERIOR SITE DEMO AS INDICATED. UTILITY LOCATE AND EXTERIOR SITE DEMO AS INDICATED. A.2. DEMO WALLS, PARTITIONS CEILINGS, AND FINISHES AS INDICATED. DEMO WALLS, PARTITIONS CEILINGS, AND FINISHES AS INDICATED. A.3. DEMO EXISTING ACCESS FLOOR SYSTEM DEMO EXISTING ACCESS FLOOR SYSTEM A.4. DEMO ABANDONED PIPING AND UTILITIES AS INDICATED DEMO ABANDONED PIPING AND UTILITIES AS INDICATED A.5. DEMO ELECTRICAL, DATA, AND MECHANICAL ITEMS AS INDICATED DEMO ELECTRICAL, DATA, AND MECHANICAL ITEMS AS INDICATED A.6. OTHER ITEMS AS INDICATED. OTHER ITEMS AS INDICATED. B. RENOVATIONS RENOVATIONS B.1. EXTERIOR SITE RENOVATIONS AS INDICATED. EXTERIOR SITE RENOVATIONS AS INDICATED. B.2. NEW PARTITIONS, DOORS AND DOOR HARDWARE NEW PARTITIONS, DOORS AND DOOR HARDWARE B.3. NEW ACCESS FLOORING NEW ACCESS FLOORING B.4. REFINISH & PAINT EXISTING CONCRETE STRUCTURE WHERE REFINISH & PAINT EXISTING CONCRETE STRUCTURE WHERE INDICATED B.5. NEW WALL, FLOOR, AND CEILING FINISHES. NEW WALL, FLOOR, AND CEILING FINISHES. B.6. NEW ELECTRICAL & MECHANICAL AS INDICATED. NEW ELECTRICAL & MECHANICAL AS INDICATED. B.7. OTHER ITEMS AS INDICATED.OTHER ITEMS AS INDICATED.

AutoCAD SHX Text ABV= ABOVE ABOVE ACS= ACCESS CONTROL ACCESS CONTROL SYSTEM AFF= ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AGG= AGGREGATE AGGREGATE ALT= ALTERNATE ALTERNATE APPROX= APPROXIMATE ARCH= ARCHITECT / ARCHITECT / ARCHITECTURAL ASSY= ASSEMBLY ASSEMBLY ASTM= ASTM INTERNATIONAL ASTM INTERNATIONAL AVE= AVENUE AVENUE AVG= AVERAGE AVERAGE BOTT= BOTTOM BOTTOM B/W= BETWEEN BETWEEN CIP= CAST IN PLACE CAST IN PLACE CONCRETE CLG= CEILING CEILING CMU= CONCRETE MASONRY CONCRETE MASONRY UNIT COL= COLUMN COLUMN CONC= CONCRETE CONCRETE CONT= CONTINUOUS CONTINUOUS COR= CONTRACTING OFFICER'S CONTRACTING OFFICER'S REPRESENTATIVE DEMO= DEMOLISH DEMOLISH DR= DRIVE DRIVE DWG= DRAWING DRAWING EA= EACH EACH ELEC= ELECTRICAL ELECTRICAL ELEV= ELEVATION ELEVATION EXIST/EX= EXISTING EXISTING FAA= FEDERAL AVIATION FEDERAL AVIATION ADMINISTRATION FEC= FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FLR= FLOOR FLOOR FRTW= FIRE RETARDANT FIRE RETARDANT TREATED WOOD FT= FOOT FOOT F.V.= FIELD VERIFY FIELD VERIFY GA= GAUGE GAUGE GALV= GALVANIZED GALVANIZED GWB= GYPSUM WALL BOARD GYPSUM WALL BOARD IBC= INTERNATIONAL BUILDING INTERNATIONAL BUILDING CODE IMC= INTERNATIONAL INTERNATIONAL MECHANICAL CODE IPC= INTERNATIONAL INTERNATIONAL PLUMBING CODE INFO= INFORMATION INFORMATION INSUL= INSULATION INSULATION J-BOX= JUNCTION BOX JT= JOINT JOINT LVL= LEVEL LEVEL MAX= MAXIMUM MAXIMUM MECH= MECHANICAL MECHANICAL MFGR= MANUFACTURER MANUFACTURER MIN= MINIMUM MINIMUM MIRR= MIRRORED MIRRORED MISC= MISCELLANEOUS MISCELLANEOUS MTL= METAL METAL NEC= NATIONAL ELECTRIC NATIONAL ELECTRIC CODE NFPA= NATIONAL FIRE NATIONAL FIRE PROTECTION ASSOCIATION NOM= NOMINAL NOMINAL OC= ON CENTER ON CENTER OCEW= ON CENTER EACH WAY ON CENTER EACH WAY OD= OUTSIDE DIAMETER OUTSIDE DIAMETER OPP= OPPOSITE OPPOSITE PLWD= PLYWOOD PLYWOOD PSI= POUNDS PER SQUARE POUNDS PER SQUARE INCH PVC= POLYVINYL CHLORIDE POLYVINYL CHLORIDE RE= REFER REFER REQ'D= REQUIRED REQUIRED SCHED= SCHEDULE SCHEDULE SHT= SHEET SHEET SIM= SIMILAR SIMILAR SPEC= SPECIFICATION SPECIFICATION SQ= SQUARE SQUARE STL= STEEL STEEL TYP= TYPICAL TYPICAL VCT= VINYL COMPOSITION VINYL COMPOSITION FLOOR TILE @= AT AT #= NUMBER NUMBER &= ANDAND

AutoCAD SHX Text SPECIFICATION LIST: SEPARATE 8-1/2" X 11" DOCUMENTS SECTION TITLE TITLE 00 00 01 SPECIFICATION LIST SPECIFICATION LIST 00 10 45 CUTTING AND PATCHING CUTTING AND PATCHING 03 10 00 CONCRETE REPAIR, 1/2 INCH DEPTH OR LESS CONCRETE REPAIR, 1/2 INCH DEPTH OR LESS 08 11 13 HOLLOW METAL FRAMES HOLLOW METAL FRAMES 08 12 16 ALUMINUM STOREFRONT ALUMINUM STOREFRONT 08 71 00 DOOR HARDWARE DOOR HARDWARE 08 80 00 GLAZING GLAZING 09 22 16 NON-STRUCTURAL METAL FRAMING NON-STRUCTURAL METAL FRAMING 09 29 00 GYPSUM BOARD GYPSUM BOARD 09 69 00 ACCESS FLOORING ACCESS FLOORING 12 24 13 ROLLER SHADESROLLER SHADES

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SYMBOL LEGEND:

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RENOVATION KEYNOTE

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DEMOLITION KEYNOTE

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REVISION MARK

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SECTION CALLOUT

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DETAIL OR DRAWING CALLOUT

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DRAWING OR DETAIL CALLOUT IN NOTES

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ENLARGED PLAN/DETAIL CALLOUT

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PROJECT SITE SEE B/G1

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230 SCC

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REGINA AVE

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QUESADA DR

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FOSTER DR

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MIKE MONRONEY BLVD

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LINDY RITZ LANE

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DENNING AVE

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S DUKE AVE

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LINDY RITZ LANE

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SCC GUARD STATION

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NO CONTRACTOR ENTRY

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CONTRACTOR ENTRY NORMAL HOURS MONDAY-FRIDAY

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CONTRACTOR ENTRY SATURDAY-SUNDAY & AFTER HOURS ONLY

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SECURITY SCREENING

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CHRISTIAN AVE

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029 REG

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015 BMB

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BUILDING 50

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195 GNS

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152-ESS

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023 STB

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175 CLC

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265 MSF

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120 TSI

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AERONAUTICAL CENTER

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SITE LOCATION MAP & CONTRACTOR ACCESS

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NO SCALE

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207 HWB

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172 SPB

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DIRECTION OF CUT

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REFER TO INDIVIDUAL SHEETS FOR SHEET-SPECIFIC SYMBOLS.

AutoCAD SHX Text DRAWING INDEX: ALL DRAWING SHEETS 22"X34" ALL DRAWING SHEETS 22"X34" ALL DRAWING SHEETS 22"X34" LL DRAWING SHEETS 22"X34" SEQ SHT TITLE SHT TITLE TITLE 1 G1 PROJECT INFO, REQUIREMENTS & GENERAL NOTES G1 PROJECT INFO, REQUIREMENTS & GENERAL NOTES PROJECT INFO, REQUIREMENTS & GENERAL NOTES 2 AS1 ARCHITECTURAL SITE PLAN & DETAILS AS1 ARCHITECTURAL SITE PLAN & DETAILS ARCHITECTURAL SITE PLAN & DETAILS 3 A1 DEMOLITION FLOOR PLAN A1 DEMOLITION FLOOR PLAN DEMOLITION FLOOR PLAN 4 A2 DEMOLITION REFLECTED CEILING PLAN A2 DEMOLITION REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN 5 A3 RENOVATION FLOOR PLAN A3 RENOVATION FLOOR PLAN RENOVATION FLOOR PLAN 6 A4 RENOVATION DIMENSION FLOOR PLAN A4 RENOVATION DIMENSION FLOOR PLAN RENOVATION DIMENSION FLOOR PLAN 7 A5 RENOVATION REFLECTED CEILING PLAN A5 RENOVATION REFLECTED CEILING PLAN RENOVATION REFLECTED CEILING PLAN 8 A6 SECTIONS A6 SECTIONS SECTIONS 9 A7 SECTION & PARTITION TYPES A7 SECTION & PARTITION TYPES SECTION & PARTITION TYPES 10 A8 WALL SECTIONS & DETAILS A8 WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS 11 A9 DOOR SCHEDULE, DOOR & WINDOW TYPES, & DETAILS A9 DOOR SCHEDULE, DOOR & WINDOW TYPES, & DETAILS DOOR SCHEDULE, DOOR & WINDOW TYPES, & DETAILS 12 A10 HANDRAIL, SIGNAGE, & HEAD OF WALL DETAILS A10 HANDRAIL, SIGNAGE, & HEAD OF WALL DETAILS HANDRAIL, SIGNAGE, & HEAD OF WALL DETAILS 13 A11 FINISHES/SIGNAGE PLAN & SCHEDULE, COLOR SCHEDULE A11 FINISHES/SIGNAGE PLAN & SCHEDULE, COLOR SCHEDULE FINISHES/SIGNAGE PLAN & SCHEDULE, COLOR SCHEDULE 14 A12 ROLLER SHADE TYPES, INTERIOR ELEVS & DETAILS A12 ROLLER SHADE TYPES, INTERIOR ELEVS & DETAILS ROLLER SHADE TYPES, INTERIOR ELEVS & DETAILS 15 E1 ELECTRICAL DEMOLITION - POWER, COMM, AND FA E1 ELECTRICAL DEMOLITION - POWER, COMM, AND FA ELECTRICAL DEMOLITION - POWER, COMM, AND FA 16 E2 ELECTRICAL DEMOLITION CONTINUED - POWER E2 ELECTRICAL DEMOLITION CONTINUED - POWER ELECTRICAL DEMOLITION CONTINUED - POWER 17 E3 ELECTRICAL DEMOLITION - LIGHTING, FIRE ALARM, PA E3 ELECTRICAL DEMOLITION - LIGHTING, FIRE ALARM, PA ELECTRICAL DEMOLITION - LIGHTING, FIRE ALARM, PA 18 E4 ELECTRICAL RENOVATION - POWER, COMM, AND FA E4 ELECTRICAL RENOVATION - POWER, COMM, AND FA ELECTRICAL RENOVATION - POWER, COMM, AND FA 19 E5 ELECTRICAL RENOVATION CONTINUED - POWER E5 ELECTRICAL RENOVATION CONTINUED - POWER ELECTRICAL RENOVATION CONTINUED - POWER 20 E6 ELECTRICAL RENOVATION - LIGHTING, FIRE ALARM, PA E6 ELECTRICAL RENOVATION - LIGHTING, FIRE ALARM, PA ELECTRICAL RENOVATION - LIGHTING, FIRE ALARM, PA 21 E7 PANEL SCHEDULE AND ONE-LINE E7 PANEL SCHEDULE AND ONE-LINE PANEL SCHEDULE AND ONE-LINE 22 M1 HVAC PLAN M1 HVAC PLAN HVAC PLAN 23 M2 PLUMBING & FIRE PROTECTION PLANS M2 PLUMBING & FIRE PROTECTION PLANS PLUMBING & FIRE PROTECTION PLANS 24 M3 MECHANICAL SCHEDULES & DETAILS M3 MECHANICAL SCHEDULES & DETAILS MECHANICAL SCHEDULES & DETAILS

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CAI-013, BASEMENT

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OVERALL PLAN

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SCALE: 1/32" = 1'-0"

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ELEVATION CALLOUT

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DRAWING MARK

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AutoCAD SHX Text DIV 01-GENERAL REQUIREMENTS DIV 02-EXISTING CONDITIONS DIV 03 - CONCRETE A. CONCRETE REPAIR: UNDERSIDE OF EXISTING CONCRETE STRUCTURAL DECK, BEAMS CONCRETE REPAIR: UNDERSIDE OF EXISTING CONCRETE STRUCTURAL DECK, BEAMS UNDERSIDE OF EXISTING CONCRETE STRUCTURAL DECK, BEAMS AND JOISTS ABOVE SIMULATOR SUITE B51 SHALL BE PREPARED AND SURFACE REPAIRED / RE-PROFILED. REMOVE LOOSE OR POORLY ADHERED CONCRETE, RE SPEC SECTION 03 01 00 DIV 05 - METALS A. HAND RAIL AT RAMPS: ALUMINUM EXTRUSIONS 6063-T4 OR 6063-T6. HAND RAIL AT RAMPS: ALUMINUM EXTRUSIONS 6063-T4 OR 6063-T6. ALUMINUM EXTRUSIONS 6063-T4 OR 6063-T6. ALUMINUM EXTRUSIONS 6063-T4 OR 6063-T6. 1-1/2" SCHEDULE 40 PIPE WITH 1.9 INCH O.D. A.1. HAND RAILING COMPLYING WITH ADA. HAND RAILING COMPLYING WITH ADA. A.2. SATIN CLEAR ANODIZED FINISH, AA-M12-C21-A41 SATIN CLEAR ANODIZED FINISH, AA-M12-C21-A41 AA-M12-C21-A41 A.3. PROVIDE DESIGN AND RADIUS AS INDICATED ON DRAWINGS. PROVIDE DESIGN AND RADIUS AS INDICATED ON DRAWINGS. . A.4. FABRICATE UTILIZING CONCEALED FASTENERS. NO JOINTS TO BE FASTENED FABRICATE UTILIZING CONCEALED FASTENERS. NO JOINTS TO BE FASTENED VIA WELDING. A.5. PROVIDE ALL MOUNTING HARDWARE AND MATCHING WALL BRACKETS. RAILS PROVIDE ALL MOUNTING HARDWARE AND MATCHING WALL BRACKETS. RAILS SHALL RETURN BACK TO WALLS. A.6. INSTALL RAILING COMPONENTS PER MFGR'S DIRECTIONS. ENSURE THAT ALL INSTALL RAILING COMPONENTS PER MFGR'S DIRECTIONS. ENSURE THAT ALL JOINTS ARE TIGHT, RIGID, AND FREE OF PLAY. A.7. BASIS OF DESIGN: SUPERIOR ALUMINUM PRODUCTS BASIS OF DESIGN: SUPERIOR ALUMINUM PRODUCTS (WWW.SUPERIORALUMINUM.COM); SERIES 5H ALUMINUM PIPE RAILING. DIV 06 - WOOD & PLASTICS A. CONCEALED WOOD BLOCKING: ALL CONCEALED WOOD BLOCKING, SUPPORTS OR CONCEALED WOOD BLOCKING: ALL CONCEALED WOOD BLOCKING, SUPPORTS OR ALL CONCEALED WOOD BLOCKING, SUPPORTS OR NAILERS TO BE FIRE RETARDANT TREATED WOOD (FRTW), REGARDLESS OF WHETHER IT IS SPECIFICALLY CALLED OUT ON DRAWINGS, OR NOT. A.1. DRESSED LUMBER S4S, DOUGLAS FIR OR SOUTHERN PINE, GRADE 2 OR DRESSED LUMBER S4S, DOUGLAS FIR OR SOUTHERN PINE, GRADE 2 OR BETTER, FRTW A.2. 3/4" PLYWOOD, FRTW 3/4" PLYWOOD, FRTW DIV 07-THERMAL & MOISTURE PROECTION: REFER TO SHEET AS1 FOR BASEMENT WALL : REFER TO SHEET AS1 FOR BASEMENT WALL REFER TO SHEET AS1 FOR BASEMENT WALL WATERPROOFING REPAIR. DIV 08-OPENINGS A. HOLLOW METAL DOORS & FRAMES- SECTION 08 11 13 HOLLOW METAL DOORS & FRAMES- SECTION 08 11 13 - SECTION 08 11 13 B. ALUMINUM STOREFRONT FRAMING- SECTION 08 12 16 ALUMINUM STOREFRONT FRAMING- SECTION 08 12 16 - SECTION 08 12 16 C. DOOR HARDWARE- SECTION 08 71 00 DOOR HARDWARE- SECTION 08 71 00 - SECTION 08 71 00 D. GLAZING- SECTION 08 80 00 GLAZING- SECTION 08 80 00 - SECTION 08 80 00 DIV 09 - FINISHES A. METAL STUD FRAMING- SECTION 05 40 00 METAL STUD FRAMING- SECTION 05 40 00 - SECTION 05 40 00 B. GYPSUM BOARD- SECTION 09 29 00 GYPSUM BOARD- SECTION 09 29 00 - SECTION 09 29 00 C. ACOUSTICAL INSULATION- SECTION 09 29 00 ACOUSTICAL INSULATION- SECTION 09 29 00 - SECTION 09 29 00 SECTION 09 29 00 D. RAISED ACCESS FLOOR- SECTION 09 69 00 RAISED ACCESS FLOOR- SECTION 09 69 00 - SECTION 09 69 00 E. CARPET TILE CARPET TILE E.1. ROOMS: SEE SPEC SECTION 09 69 00 ROOMS: SEE SPEC SECTION 09 69 00 E.2. SLOPED RAMP SURFACES: INTERFACE 'MENAGERIE II', COLOR: CLOUD #106442 SLOPED RAMP SURFACES: INTERFACE 'MENAGERIE II', COLOR: CLOUD #106442 E.3. ADHESIVE AT RAMPS AND CONCRETE FLOOR: LOW VOC GREEN CARPET TILE ADHESIVE AT RAMPS AND CONCRETE FLOOR: LOW VOC GREEN CARPET TILE ADHESIVE F. RESILIENT WALL BASE- 100% THERMOSET VULCANIZED RUBBER BASE (TYPE TP), RESILIENT WALL BASE- 100% THERMOSET VULCANIZED RUBBER BASE (TYPE TP), - 100% THERMOSET VULCANIZED RUBBER BASE (TYPE TP), PROFILE: 4" COVE. NOMINAL LENGTH 120' ROLL. FIELD FORMED CORNERS F.1. BASIS OF DESIGN: ROPPE SERIES 700 4" COVE BASE BASIS OF DESIGN: ROPPE SERIES 700 4" COVE BASE ROPPE SERIES 700 4" COVE BASE F.2. COLOR: RE COLOR SCHEDULE, SHT A11. COLOR: RE COLOR SCHEDULE, SHT A11. G. SUSPENDED ACOUSTICAL CEILING TILE AND GRID SUSPENDED ACOUSTICAL CEILING TILE AND GRID G.1. GRID & TILES FOR REPAIR OF EXISTING OF CORRIDOR CEILINGS: MATCH GRID & TILES FOR REPAIR OF EXISTING OF CORRIDOR CEILINGS: MATCH EXISTING G.2. NEW CEILING GRID 2'X 2': DONN DX/DXL SUSPENSION SYSTEM, 050 NEW CEILING GRID 2'X 2': DONN DX/DXL SUSPENSION SYSTEM, 050 DONN DX/DXL SUSPENSION SYSTEM, 050 G.3. NEW CEILING TILE: USG MARS CLIMAPLUS SLT 2'X2'X3/4" NO. 86758 NEW CEILING TILE: USG MARS CLIMAPLUS SLT 2'X2'X3/4" NO. 86758 USG MARS CLIMAPLUS SLT 2'X2'X3/4" NO. 86758 H. SEALANTS SEALANTS H.1. ACOUSTICAL SEALANT - PROVIDE ONE OF THE FOLLOWING: MASTERSEAL ACOUSTICAL SEALANT - PROVIDE ONE OF THE FOLLOWING: MASTERSEAL NP-520, TREMCO ACOUSTICAL/CURTAINWALL SEALANT, OSI SC-175, FRANKLIN TITEBOND 2892 I. PAINT PAINT I.1. GYPSUM BOARD - ONE COAT OF PRIMER AND TWO COATS OF PAINT. FOR GYPSUM BOARD - ONE COAT OF PRIMER AND TWO COATS OF PAINT. FOR ONE COAT OF PRIMER AND TWO COATS OF PAINT. FOR PREVIOUSLY PAINTED WALLS THAT ARE REPAINTED IN THE SAME COLOR PROVIDE ONE COAT OF PAINT. REFER COLOR SCHEDULE, SHEET A11. I.1.1. PRIMER: S-W PROMAR 200 ZERO VOC LATEX WALL PRIMER PRIMER: S-W PROMAR 200 ZERO VOC LATEX WALL PRIMER I.1.2. PAINT: S-W PROMAR 200 ZERO VOC LATEX WALL PAINT, EGGSHEL PAINT: S-W PROMAR 200 ZERO VOC LATEX WALL PAINT, EGGSHEL I.2. INTERIOR DOOR FRAMES - ONE COAT OF PRIMER, TWO COATS OF PAINT INTERIOR DOOR FRAMES - ONE COAT OF PRIMER, TWO COATS OF PAINT I.2.1. PRIMER AT NEW FRAMES, FACTORY PRIMER PRIMER AT NEW FRAMES, FACTORY PRIMER I.2.2. PRIMER AT EXISTING FRAMES: S-W KEM KROMIK UNIVERSAL METAL PRIMER AT EXISTING FRAMES: S-W KEM KROMIK UNIVERSAL METAL PRIMER. I.2.3. PAINT AT ALL FRAMES: S-W PROMAR 200 ALKYD PAINT, MATCH PAINT AT ALL FRAMES: S-W PROMAR 200 ALKYD PAINT, MATCH EXISTING GLOSS I.3. WOOD DOORS WOOD DOORS I.4. EXPOSED STRUCTURE IN SIMULATOR SUITE - REFINISH CONCRETE AS EXPOSED STRUCTURE IN SIMULATOR SUITE - REFINISH CONCRETE AS INDICATED AND PROVIDE ONE COAT OF PRIMER AND TWO COATS OF PAINT I.4.1. CONCRETE PRIMER: S-W LOXON CONCRETE & MASONRY PRIMER, OR CONCRETE PRIMER: S-W LOXON CONCRETE & MASONRY PRIMER, OR S-W LOXON CONDITIONER, IF REQUIRED I.4.2. STEEL PRIMER: S-W PRO INDUSTRIAL PRO-CRYL PRIMER, OR S-W STEEL PRIMER: S-W PRO INDUSTRIAL PRO-CRYL PRIMER, OR S-W PRO INDUSTRIAL DTM PRIMER/FINISH I.4.3. ALUMINUM PRIMER: S-W PRO INDUSTRIAL PRO-CRYL PRIMER ALUMINUM PRIMER: S-W PRO INDUSTRIAL PRO-CRYL PRIMER I.4.4. PAINT: S-W PRO INDUSTRIAL WATERBORNE ACRYLIC DRYFALL PAINT: S-W PRO INDUSTRIAL WATERBORNE ACRYLIC DRYFALL I.4.5. ALTERNATE PAINT SYSTEMS WILL BE CONSIDERED IF SUBMITTED FOR ALTERNATE PAINT SYSTEMS WILL BE CONSIDERED IF SUBMITTED FOR REVIEW DURING THE BID PHASE. DIVISION 10 - SPECIALTIES A. FIRE EXTINGUISHER CABINET: SIZED TO FIT 10LB NOMINAL CAPACITY FIRE FIRE EXTINGUISHER CABINET: SIZED TO FIT 10LB NOMINAL CAPACITY FIRE SIZED TO FIT 10LB NOMINAL CAPACITY FIRE EXTINGUISHER, STAINLESS STEEL DOOR AND TRIM, SEMI-RECESSED TRIM, WITH FULL PANEL ACRYLIC GLAZING, AND DIE-CUT "FIRE EXTINGUISHER" LETTERING. A.1. BASIS OF DESIGN: BASIS OF DESIGN: FEC: LARSEN MFG, MODEL 2409-R4 FEC-FR: LARSEN MFG, MODEL FS-2409-R4 A.2. ACCEPTABLE MANUFACTURERS: GUARDIAN FIRE EQUIP, LARSEN MFG, NYSTROM, ACCEPTABLE MANUFACTURERS: GUARDIAN FIRE EQUIP, LARSEN MFG, NYSTROM, POTTER ROEMER, AND APPROVED EQUAL PRODUCTS. B. WALL PROTECTION WALL PROTECTION B.1. CORNER GUARDS: SOLID COLOR RIGID VINYL, ADHESIVE TAPE MOUNTING, CORNER GUARDS: SOLID COLOR RIGID VINYL, ADHESIVE TAPE MOUNTING, 1-1/2" LEG, 48" LENGTH. COLORS TO BE SELECTED FROM MANUFACTURER'S SOLID COLOR LINE B.A.1. BASIS OF DESIGN: CONSTRUCTION SPECIALTIES ACROVYN #VA-200N BASIS OF DESIGN: CONSTRUCTION SPECIALTIES ACROVYN #VA-200N B.A.2. COLOR IN OFFICES AND CORRIDOR: TO BE SELECTED COLOR IN OFFICES AND CORRIDOR: TO BE SELECTED B.A.3. COLOR IN SIMULATOR SUITE B51: #108 BLACK COLOR IN SIMULATOR SUITE B51: #108 BLACK B.A.4. PROVIDE AT LOCATIONS INDICATED. PROVIDE AT LOCATIONS INDICATED. B.2. WALL RUB RAIL: SOLID COLOR RIGID VINYL SNAP-ON COVER WITH WALL RUB RAIL: SOLID COLOR RIGID VINYL SNAP-ON COVER WITH CONTINUOUS ALUMINUM RETAINER. PROVIDE ALL TRIM, ANCHORS AND ACCESSORIES. B.2.1. BASIS OF DESIGN: CONSTRUCTION SPECIALTIES ACROVYN #FR-225 BASIS OF DESIGN: CONSTRUCTION SPECIALTIES ACROVYN #FR-225 B.2.2. COLOR AT SIMULATOR SUITE B51: #108 BLACK COLOR AT SIMULATOR SUITE B51: #108 BLACK B.2.3. PROVIDE CONTINUOUS AT NORTH EAST AND SOUTH WALLS OF PROVIDE CONTINUOUS AT NORTH EAST AND SOUTH WALLS OF SIMULATOR SUITE ROOM B51. B.3. ACCEPTABLE MANUFACTURERS: CONSTRUCTION SPECIALTIES, KOROGUARD, ACCEPTABLE MANUFACTURERS: CONSTRUCTION SPECIALTIES, KOROGUARD, INPRO, AND APPROVED EQUAL PRODUCTS.

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PROJECT LOCATION: ROOMS B50, B50A, B50B, B50C, B50D, & B51

AutoCAD SHX Text BUILDING ACCESS, STORAGE, STAGING, AND PARKING SHALL BE COORDINATED WITH THE COR.

AutoCAD SHX Text APPLICABLE BUILDING CODES INTERNATIONAL BUILDING CODE, 2015 NATIONAL ELECTRIC CODE, 2017 INTERNATIONAL PLUMBING CODE, 2015 INTERNATIONAL MECHANICAL CODE, 2015 INTERNATIONAL FIRE CODE, 2015 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE CITY OF OKLAHOMA CITY SUPPLEMENTS TO THE ABOVE

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FREIGHT ELEVATOR

AutoCAD SHX Text SCHEDULING: COORDINATE PROJECT SCHEDULE & PHASING REQUIREMENTS WITH AMP-400 COR. WORK HOURS: WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS, EXCEPT FOR NOISY WORK, PAINTING AND DUST/ODOR GENERATING OPERATIONS.

AutoCAD SHX Text FIELD VERIFICATION: CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS, QUANTITIES, SIZES, AND DIMENSIONS PRIOR TO START UP OF WORK. INSTALL ALL WORK PER ALL CODES, REGULATIONS, AND MANUFACTURER'S RECOMMENDATIONS. ELECTRICAL WORK: ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR.

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WINDOW MARK, REFER SHEET A9

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DOOR NUMBER

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ABBREVIATIONS:

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NOTE: NOT ALL ABBREVIATIONS ARE USED.

AutoCAD SHX Text GENERAL ARCHITECTURAL NOTES: 1. CONSTRUCTION SHALL MEET OR EXCEED ALL FEDERAL, STATE AND CONSTRUCTION SHALL MEET OR EXCEED ALL FEDERAL, STATE AND LOCAL BUILDING CODE REQUIREMENTS. 2. WORK PRACTICES AND PROCEDURES SHALL COMPLY WITH ALL WORK PRACTICES AND PROCEDURES SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ENVIRONMENTAL, HEALTH AND SAFETY REQUIREMENTS. 3. COORDINATE UTILITY OUTAGES WITH FAA OPERATIONAL REQUIREMENTS. COORDINATE UTILITY OUTAGES WITH FAA OPERATIONAL REQUIREMENTS. 4. AT THE COMPLETION OF EACH PHASE CLEAR THE AREA OF AT THE COMPLETION OF EACH PHASE CLEAR THE AREA OF CONSTRUCTION DEBRIS, CLEAN ALL SURFACES AND MAKE READY FOR OCCUPANCY. 5. ERECT AND MAINTAIN TEMPORARY PARTITIONS AS REQUIRED TO ERECT AND MAINTAIN TEMPORARY PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES AND NOISE. PROTECT EXISTING ITEMS WHICH ARE NOT INTENDED TO BE ALTERED. 6. PATCH AND REPAIR TO MATCH EXISTING IN TEXTURE AND FINISH AT PATCH AND REPAIR TO MATCH EXISTING IN TEXTURE AND FINISH AT ALL REMOVED ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS. 7. REINSTALL AND/OR MAKE OPERATIONAL ALL EXISTING ITEMS TO REINSTALL AND/OR MAKE OPERATIONAL ALL EXISTING ITEMS TO REMAIN BUT REQUIRED TO BE DISCONNECTED AND/OR REMOVED TO PROVIDE FOR COMPLETION OF THE PROJECT. 8. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. NOTIFY FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. NOTIFY AMP-400 PROJECT MANAGER IMMEDIATELY OF DISCREPANCIES AND THEIR EFFECT UPON THE PLAN AND/OR FURNITURE LAYOUT. 9. UPON COMPLETION OF THE PROJECT, SUBMIT (1) COPY OF THE UPON COMPLETION OF THE PROJECT, SUBMIT (1) COPY OF THE "RECORD DRAWINGS". 10. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES CAUSED BY ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES CAUSED BY THE CONSTRUCTION TRAFFIC OR CONTRACTORS OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER/GOVERNMENT. 11. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY INCIDENTALS AS EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY INCIDENTALS AS REQUIRED BY HIS WORK EVEN IF NOT SHOWN OR SPECIFICALLY MENTIONED ON THE DRAWINGS OR IN THE SPECIFICATIONS INCLUDING SPECIFIC ITEMS REQUIRED BY CODE TO MAKE THE WORK COMPLETE. 12. POWER TOOLS: POWER TOOLS USED INSIDE THE BUILDING MUST NOT POWER TOOLS: POWER TOOLS USED INSIDE THE BUILDING MUST NOT POWER TOOLS USED INSIDE THE BUILDING MUST NOT BE POWERED BY PETROLEUM OR NATURAL GAS FUELS. ONLY ELECTRIC AND PNEUMATIC POWERED TOOLS ARE APPROVED TO BE USED INSIDE THE BUILDING. 13. CONTRACTOR SHALL SUBMIT SAFETY DATA SHEETS (SDS) FOR ALL CONTRACTOR SHALL SUBMIT SAFETY DATA SHEETS (SDS) FOR ALL CHEMICALS (PAINTS, SOLVENTS, LUBRICANTS, SEALANTS, DETERGENTS, ADHESIVES, PATCHING MATERIALS, ETC.), GYPSUM WALL BOARD, AND OTHER CONSTRUCTION/BUILDING MATERIALS USED ON THIS JOB. COPIES OF SDS MUST BE PROVIDED TO AMP-400 AND AMP-100. 14. ALL WORK TO COMPLY WITH THE NEC AND LOCAL CODES IN ALL WORK TO COMPLY WITH THE NEC AND LOCAL CODES IN WORKMANSHIP. 15. WORK PRACTICES AND PROCEDURES SHALL COMPLY WITH ALL WORK PRACTICES AND PROCEDURES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH AND SAFETY REQUIREMENTS. LOTO AND NFPA 70E SAFETY REQUIREMENTS SHALL BE FOLLOWED WHERE APPLICABLE. 16. LABEL ALL OUTLETS WITH PANEL NAME AND CIRCUIT NUMBER. LABEL ALL OUTLETS WITH PANEL NAME AND CIRCUIT NUMBER. UPDATE ALL PANELBOARD DIRECTORIES. 17. DRILLING OR OTHER NOISY CONSTRUCTION SHALL BE ACCOMPLISHED DRILLING OR OTHER NOISY CONSTRUCTION SHALL BE ACCOMPLISHED BEFORE 7AM OR AFTER 4:30PM OR COORDINATED WITH GOVERNMENT. 18. ALL WORK INSIDE A PANEL BOARD WILL REQUIRE AN OUTAGE. ALL WORK INSIDE A PANEL BOARD WILL REQUIRE AN OUTAGE. CONTRACTOR SHALL PLAN ON ALL OUTAGES TO BE ACCOMPLISHED DURING NON BUSINESS HOURS OF AFTER 6 PM, BEFORE 6 AM, OR ON A WEEKEND, AT THE USER'S DISCRETION. 19. COORDINATE WORK TIMES WITH ROOM OCCUPANTS. CONTRACTOR COORDINATE WORK TIMES WITH ROOM OCCUPANTS. CONTRACTOR SHALL ASSUME ALL WORK SHALL BE AFTER NORMAL BUSINESS HOURS OR ON A WEEKEND. 20. ALL COMMUNICATIONS WORK SHALL COMPLY WITH FAA, MMAC'S ALL COMMUNICATIONS WORK SHALL COMPLY WITH FAA, MMAC'S DIVISION 27. 21. ANY GRINDING WORK THAT GENERATES SPARKS WILL REQUIRE A HOT ANY GRINDING WORK THAT GENERATES SPARKS WILL REQUIRE A HOT WORKS PERMIT. 22. IF USING WET CUT METHODS FOR ANY CONCRETE SAWING, USE IF USING WET CUT METHODS FOR ANY CONCRETE SAWING, USE DAMMING OR VACUUM TECHNIQUES TO ENSURE THAT THE SEDIMENT WATER PRODUCED DOES NOT TRAVEL DOWN GRADIENT OR ENCROACH ON STORM WATER COLLECTION SYSTEMS (INLETS, DITCHES, GUTTERS, ETC.) 23. DEMOLISHED CONCRETE MATERIALS FROM THE EXISTING PAD SHOULD DEMOLISHED CONCRETE MATERIALS FROM THE EXISTING PAD SHOULD BE DISPOSED AS CONSTRUCTION/DEMOLITION DEBRIS AT A NHIW LANDFILL. OTHER MATERIALS SHOULD BE RECYCLED/RECLAIMED IN ACCORDANCE WITH CONTRACTOR'S WASTE MANAGEMENT PLAN. IF NO EXTRA COST IS INVOLVED, RECYCLE THE DEMOLISHED CONCRETE IN ORDER TO MINIMIZE LANDFILLING IN ACCORDANCE WITH AMS CLAUSE #3.6.3-22. 24. CONTRACTOR SHALL PREPARE A WASTE MANAGEMENT PLAN IN CONTRACTOR SHALL PREPARE A WASTE MANAGEMENT PLAN IN ACCORDANCE WITH FAA AMS CONTRACT CLAUSE 3.6.3-22 (JANUARY 2020). THE CONTRACTOR ALSO SHALL SUBMIT MONTHLY (MINIMUM) WASTE MANAGEMENT REPORTS TO FAA CONTRACTING WITH COPIES FOR AMP-400 AND AMP-100. 25. CONTRACTOR SHALL COMPLY WITH CITY OF OKC PUBLIC WORKS CONTRACTOR SHALL COMPLY WITH CITY OF OKC PUBLIC WORKS DEPT., STORM WATER QUALITY BEST MANAGEMENT PRACTICES GUIDANCE. CONTRACTOR SHALL FURNISH AND MAINTAIN A TEMPORARY WASHOUT FACILITY AT THE PROJECT SITE FOR THE CONCRETE MIXER TRUCKS TO CLEAN OUT THEIR CHUTES.

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OKLAHOMA ONE-CALL SYSTEM

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NOTE: CONTRACTOR TO VERIFY LOCATION OF

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ALL UTILITIES PRIOR TO CONSTRUCTION.

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ARCHITECTURAL PRODUCT REQUIREMENTS:

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PARTITION TYPE, REFER SHEET A7

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INACTIVE LEAF

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ACTIVE LEAF

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PAIR OF DOORS ONE LEAF ACTIVE

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PAIR OF DOORS BOTH ACTIVE

AutoCAD SHX Text SILICA DUST PREVENTION REQUIREMENTS A. THE PROJECT INCLUDES WORK THAT MAY GENERATE SILICA DUST, THE PROJECT INCLUDES WORK THAT MAY GENERATE SILICA DUST, INCLUDING, BUT NOT LIMITED TO PREPARATION OF EXISTING CONCRETE SURFACES FOR NEW FINISH, CMU DEMOLITION, AND PLASTER DEMOLITION. B. CONTRACTOR MUST SUBMIT A SILICA DUST PREVENTION PLAN FOR REVIEW CONTRACTOR MUST SUBMIT A SILICA DUST PREVENTION PLAN FOR REVIEW PRIOR TO STARTING WORK. THIS PLAN MUST BE APPROVED BY THE GOVERNMENT BEFORE WORK CAN START ON CONCRETE REPAIRS. C. CONTRACTOR MUST COMPLY WITH OSHA CONSTRUCTION SILICA STD. CONTRACTOR MUST COMPLY WITH OSHA CONSTRUCTION SILICA STD. MUST COMPLY WITH OSHA CONSTRUCTION SILICA STD. WITH OSHA CONSTRUCTION SILICA STD. 1926.1153, RESPIRABLE CRYSTALLINE SILICA, TABLE 1. RESPIRABLE CRYSTALLINE SILICA, TABLE 1. . D. CONTRACTOR MUST PROVIDE PROTECTION FROM EXPOSURE TO SILICA DUST CONTRACTOR MUST PROVIDE PROTECTION FROM EXPOSURE TO SILICA DUST TO CONSTRUCTION WORKERS AND ALL PERSONS IN THE BUILDING. E. SILICA DUST GENERATING WORK MUST BE PERFORMED AFTER OR BEFORE SILICA DUST GENERATING WORK MUST BE PERFORMED AFTER OR BEFORE NORMAL BUSINESS HOURS. CONTRACTOR IS ADVISED THAT OCCUPANTS ARE IN THE BUILDING 24 HOURS/DAY. F. CONCRETE REPAIR PROCESSES MUST USE WET METHOD OR DUST CONCRETE REPAIR PROCESSES MUST USE WET METHOD OR DUST COLLECTION WITH VACUUM AND HEPA FILTRATION. G. DUST SHALL BE CONTAINED WITHIN THE ROOM. CONTRACTOR IS DUST SHALL BE CONTAINED WITHIN THE ROOM. CONTRACTOR IS STRONGLY ADVISED TO USE NEGATIVE PRESSURE. H. CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL DUST GENERATED BY CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL DUST GENERATED BY THIS PROJECT, REGARDLESS OF THE DISTANCE IT TRAVELS.

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

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EXIST RAMP DOWN

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EXIST RAMP DOWN

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UG-REFRIG

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MH

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EXIST RAMP DOWN

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EXIST RAMP DOWN

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EXIST RAMP DOWN

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EXIST RAMP DOWN

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AutoCAD SHX Text NEW CONCRETE EQUIP PAD - 3000 PSI COMPRESSIVE STRENGTH CONCRETE, 5% AIR ENTRAINED WITH LIGHT BROOM FINISH & 3/4" CHAMFERED EDGES

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NEW #4 REBAR AT 18" OC EA WAY

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EXISTING SOIL

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NEW 'U3' BERMUDA SOD

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NEW OR RECYCLED 4" TOPSOIL, FINE GRADE TO DRAIN

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NEW 4" COMPACTED AGG BASE

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COMPACT 4" SUBGRADE TO 95% STANDARD PROCTOR

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NEW PVC PIPE SLEEVE UP THROUGH PAD FOR REFRIGERANT LINES

AutoCAD SHX Text SAW CUT OR FORMED JOINT CONCRETE TO A DEPTH OF 1". FILL WITH SELF-LEVELING SEALANT

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NEW 4" COMPACTED #57 STONE

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COMPACT SUBGRADE TO 95% STANDARD PROCTOR ASTM D698

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6 X 6-W1.4 X W1.4 WELDED WIRE FABRIC REINFORCING

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1/2" LUBRICATED SMOOTH DOWEL BAR @ 18" OC WITH MIN. 6" EMBED

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NEW 4" COMPACTED #57 STONE

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EXISTING SOILS

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NEW 4" THICK CONCRETE PAVING, 3000 PSI CONCRETE WITH 5% AIR ENTRAINMENT

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EXISTING PAVING

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DRILL & EPOXY NEW DOWEL INTO EXISTING PAVING, EMBED 6" MIN.

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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

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DESIGNED

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WORK REQUEST NO.

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DRAWN

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OFFICE OF

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FACILITY MANAGEMENT

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ISSUED BY

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AMP-400

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DATE

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FEDERAL AVIATION ADMINISTRATION

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LEAD OR PM

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REV

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DATE

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DEPARTMENT OF TRANSPORTATION

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APPROVED BY

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DESCRIPTION

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APP'D

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CHECK

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OF

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OF

AutoCAD SHX Text Drawing No. AMP-400-D-

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CAI-013

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B50 AND B51

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SIMULATORS SITE PREP

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TRACY HARTMAN

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JON BERKMAN

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DECEMBER, 2022

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TGH

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TGH

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AS1

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CAI-013

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EXTERIOR KEY PLAN

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NOT TO SCALE

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AS1

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CAI-013

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ARCHITECTURAL DEMOLITION SITE PLAN

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

AutoCAD SHX Text DEMOLITION SITE PLAN KEYNOTES: APPLIES TO B/AS1 ONLY 1. EXISTING CONCRETE RAMP AND STEEL HANDRAILS TO REMAIN - PROTECT FROM DAMAGE. EXISTING CONCRETE RAMP AND STEEL HANDRAILS TO REMAIN - PROTECT FROM DAMAGE. 2. EXISTING CONCRETE WALK TO REMAIN - PROTECT FROM DAMAGE EXISTING CONCRETE WALK TO REMAIN - PROTECT FROM DAMAGE 3. EXISTING UNDERGROUND GAS LINE TO REMAIN - PROTECT FROM DAMAGE. EXISTING UNDERGROUND GAS LINE TO REMAIN - PROTECT FROM DAMAGE. 4. EXISTING UNDERGROUND WATER LINE TO REMAIN - PROTECT FROM DAMAGE EXISTING UNDERGROUND WATER LINE TO REMAIN - PROTECT FROM DAMAGE 5. EXISTING SANITARY SEWER TO REMAIN - PROTECT FROM DAMAGE. EXISTING SANITARY SEWER TO REMAIN - PROTECT FROM DAMAGE. 6. EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN - PROTECT FROM DAMAGE EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN - PROTECT FROM DAMAGE 7. EXISTING POLE MOUNTED LIGHT FIXTURES TO REMAIN - PROTECT FROM DAMAGE EXISTING POLE MOUNTED LIGHT FIXTURES TO REMAIN - PROTECT FROM DAMAGE 8. REMOVE APPROXIMATELY 9'-0" LONG BY 6'-0" WIDE SECTION OF EXISTING CONCRETE WALK FOR REMOVE APPROXIMATELY 9'-0" LONG BY 6'-0" WIDE SECTION OF EXISTING CONCRETE WALK FOR INSTALLATION OF NEW UNDERGROUND REFRIGERANT PIPING AND ELECTRICAL TO NEW CONDENSING UNIT. REFER MECH AND ELEC. 9. REMOVE EXISTING CONDENSING UNIT AND EXISTING REFRIGERANT PIPING PER MECHANICAL. REMOVE EXISTING CONDENSING UNIT AND EXISTING REFRIGERANT PIPING PER MECHANICAL. MODIFY/REPLACE EXISTING ELECTRICAL TO UNIT PER ELECTRICAL SHEETS. 10. DEMOLISH EXISTING CONCRETE EQUIPMENT PAD. EXISTING DIMENSIONS ARE APPROXIMATELY 6'-0" DEMOLISH EXISTING CONCRETE EQUIPMENT PAD. EXISTING DIMENSIONS ARE APPROXIMATELY 6'-0" WIDE BY 16'-0" LONG. 11. REMOVE REFRIGERANT LINES AND ELECTRICAL THAT WILL NOT BE USED BY NEW HVAC EQUIPMENT. REMOVE REFRIGERANT LINES AND ELECTRICAL THAT WILL NOT BE USED BY NEW HVAC EQUIPMENT. PATCH ABANDONED PENETRATIONS IN CONCRETE BASEMENT WALL WITH W.R. MEADOWS "PAK-IT" EXPANSIVE DRY PACK GROUT, OR APPROVED EQUAL. PROVIDE NEW, MATCHING, BELOW GRADE WATERPROOFING TO REPAIR PATCHED AREAS IN ACCORDANCE WITH WATERPROOFING MANUFACTURER'S RECOMMENDATIONS. SUBMIT WATERPROOFING REPAIR METHOD PRIOR TO APPLICATION.

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RE: B,C/AS1

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TYP

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AutoCAD SHX Text UNDERGROUND UTILITIES SHOWN ARE BASED ON AS-BUILT INFORMATION. CONTRACTOR SHALL LOCATE UTILITIES PRIOR TO CONSTRUCTION AND RECORD ANY DISCREPANCIES ON THE AS-BUILT DRAWINGS.

AutoCAD SHX Text RENOVATION SITE PLAN KEYNOTES: APPLIES TO C/AS1 ONLY A. PROVIDE NEW SMOOTH #4 DOWELS BETWEEN NEW CONCRETE WALK/RAMP AND NEW SECTION PROVIDE NEW SMOOTH #4 DOWELS BETWEEN NEW CONCRETE WALK/RAMP AND NEW SECTION OF WALK. DOWELS SHALL EMBED INTO EXISTING & NEW CONCRETE A MINIMUM OF 4 INCHES. SEE DETAIL F/AS1. B. NEW 4 INCH THICK SECTION OF CONCRETE WALK ON MINIMUM 4" SAND BED. 3,000 PSI, NEW 4 INCH THICK SECTION OF CONCRETE WALK ON MINIMUM 4" SAND BED. 3,000 PSI, 5% A/E CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO THE PATH OF TRAVEL. PROVIDE 6"x6"W1.4 WELDED WIRE MESH REINFORCING. PROVIDE SMOOTH TRANSITION TO RAMP. PROVIDE CONTROL JOINT AT HALF-POINT, RE E/AS1. C. SOD AREAS DISTURBED BY CONSTRUCTION AND TRENCHING/BACKFILL WITH U3 BERMUDA SOD AREAS DISTURBED BY CONSTRUCTION AND TRENCHING/BACKFILL WITH U3 BERMUDA SOD. IF WORK IS PERFORMED DURING DORMANT SEASON FOR BERMUDA, PLACE BERMUDA SOD AND OVER-SEED SOD WITH RYE GRASS. D. NEW HVAC EQUIPMENT PAD. 4" THICK CONCRETE PAD WITH #4 REBAR AT 18" OC EA WAY. NEW HVAC EQUIPMENT PAD. 4" THICK CONCRETE PAD WITH #4 REBAR AT 18" OC EA WAY. PROVIDE 6" THICKENED EDGES. CONCRETE TO BE 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH 5% A/E. PAD TO BE SET ON 4" AGGREGATE BASE. PROVIDE CONTROL JOINT AT MIDPOINT OF LENGTH. REFER DETAILS D/AS1 & E/AS1. E. NEW PVC SLEEVES UP THROUGH EQUIPMENT PAD FOR HVAC REFRIGERANT LINES. SEAL NEW PVC SLEEVES UP THROUGH EQUIPMENT PAD FOR HVAC REFRIGERANT LINES. SEAL AFTER PIPING IS INSTALLED. COORDINATE WITH ELECTRICAL AND MECHANICAL ON LOCATIONS AND SIZES OF SLEEVES REQUIRED. F. NEW HVAC CONDENSING UNIT - REFER MECH. NEW HVAC CONDENSING UNIT - REFER MECH. G. NEW ELECTRICAL DISCONNECT AND UNISTRUT - REFER ELEC. NEW ELECTRICAL DISCONNECT AND UNISTRUT - REFER ELEC. H. ROUTE NEW ELECTRICAL AND HVAC REFRIGERANT LINES THROUGH EXISTING PENETRATION IN ROUTE NEW ELECTRICAL AND HVAC REFRIGERANT LINES THROUGH EXISTING PENETRATION IN BASEMENT WALL. REFER TO ELEC AND MECH FOR ADDITIONAL INFORMATION. J. PROVIDE NEW GARLOCK CENTURY-LINE SLEEVE WITH WATERSTOP COLLAR AND GARLOCK PROVIDE NEW GARLOCK CENTURY-LINE SLEEVE WITH WATERSTOP COLLAR AND GARLOCK LINK-SEAL MODULAR PIPE SEAL, TYPE AS RECOMMENDED BY THE SEAL MANUFACTURER FOR PIPING BEING SEALED. PROVIDE SIZES AND QUANTITIES FOR PENETRATIONS SHOWN ON MECHANICAL AND ELECTRICAL. K. RUN ELECTRICAL CONDUIT & CONDUCTORS UP THROUGH NEW EQUIPMENT PAD. REFER RUN ELECTRICAL CONDUIT & CONDUCTORS UP THROUGH NEW EQUIPMENT PAD. REFER ELECTRICAL.

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CAI-013

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ARCHITECTURAL RENOVATION SITE PLAN

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

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EXTERIOR WORK LOCATION, LOOKING NORTH

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EXISTING CONCRETE EQUIPMENT PAD AND HVAC UNIT TO BE REMOVED

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SECTION OF EXISTING WALK TO BE REMOVED/REPLACED

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SECTION @ NEW HVAC EQUIPMENT PAD

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CONCRETE CONTROL JOINT DETAIL

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NEW CONCRETE WALK TIE-IN TO EXISTING

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OKLAHOMA ONE-CALL SYSTEM

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NOTE: CONTRACTOR TO VERIFY LOCATION OF

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ALL UTILITIES PRIOR TO CONSTRUCTION.

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CAUTION: NATURAL GAS LINE

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CAUTION: NATURAL GAS LINE

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CAUTION: U/G ELECTRIC

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CAUTION: U/G ELECTRIC

AutoCAD SHX Text CONTRACTOR MUST NOTIFY OKLAHOMA ONE-CALL FOR UTILITY LOCATE PRIOR TO EXTERIOR WORK.

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SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

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WORKROOM

EXISTING

OFFICE

EXIST.

OFFICE

EXIST. OFFICE

EXIST.

RECEPTION

EXIST.

SERVER RM.

EXIST.

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RAMP UP

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FE

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MED

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PLYWD

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FE

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CRAC UNIT

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PNL BE4C

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DISC

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PNL BD

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CRAC UNIT

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UP

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DN

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UP

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RAMP UP

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ELKAY

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PROJECT AREA

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CAI-013 BASEMENT

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KEY PLAN

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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

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DESIGNED

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WORK REQUEST NO.

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DRAWN

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OFFICE OF

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FACILITY MANAGEMENT

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ISSUED BY

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AMP-400

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DATE

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FEDERAL AVIATION ADMINISTRATION

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LEAD OR PM

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REV

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DATE

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DEPARTMENT OF TRANSPORTATION

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APPROVED BY

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DESCRIPTION

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APP'D

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CHECK

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OF

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OF

AutoCAD SHX Text Drawing No. AMP-400-D-

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CAI-013

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B50 AND B51

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SIMULATOR SITE PREP

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TRACY HARTMAN

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JON BERKMAN

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DECEMBER, 2022

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TGH

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CAI-013 RMS B50 & B51

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DEMOLITION FLOOR PLAN

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SCALE: 1/4" = 1'-0"

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FREIGHT ELEVATOR

AutoCAD SHX Text DEMOLITION KEYNOTES: APPLIES TO THIS SHEET ONLY. 1. DEMO AND DISPOSE OF EXISTING ACCESS FLOOR SYSTEM. DEMO AND DISPOSE OF EXISTING ACCESS FLOOR SYSTEM. 2. DEMO AND DISPOSE OF EXISTING ACCESS FLOORING RAMP AND RAILINGS. DEMO AND DISPOSE OF EXISTING ACCESS FLOORING RAMP AND RAILINGS. 3. NOT USED NOT USED 4. NOT USED NOT USED 5. SALVAGE EXISTING 3'-0" BY 7'-0" DOOR AND FRAME AND STORE FOR REINSTALLATION AT NEW DOOR LOCATION. CONTRACTOR SALVAGE EXISTING 3'-0" BY 7'-0" DOOR AND FRAME AND STORE FOR REINSTALLATION AT NEW DOOR LOCATION. CONTRACTOR MAY SALVAGE EXISTING HOLLOW METAL FRAME FOR REUSE, OR PROVIDE NEW FRAME, AT THE CONTRACTOR'S OPTION. 6. DEMO AND DISPOSE OF EXISTING 3'-0" BY 7'-0" PAIR OF DOORS, FRAME, AND HARDWARE. DEMO AND DISPOSE OF EXISTING 3'-0" BY 7'-0" PAIR OF DOORS, FRAME, AND HARDWARE. 7. DEMO AND DISPOSE OF EXISTING 3'-0" BY 7'-0" DOOR, FRAME, AND HARDWARE. DEMO AND DISPOSE OF EXISTING 3'-0" BY 7'-0" DOOR, FRAME, AND HARDWARE. 8. DEMO AND DISPOSE OF EXISTING 3'-0" BY 8'-0" PAIR OF DOORS, FRAME, AND HARDWARE. DEMO AND DISPOSE OF EXISTING 3'-0" BY 8'-0" PAIR OF DOORS, FRAME, AND HARDWARE. 9. EXISTING STRUCTURAL COLUMN AND PLASTER FIRE PROOFING TO REMAIN. PROTECT FROM DAMAGE. EXISTING STRUCTURAL COLUMN AND PLASTER FIRE PROOFING TO REMAIN. PROTECT FROM DAMAGE. 10. DEMO AND DISPOSE OF EXISTING HOLLOW METAL WINDOW. DEMO AND DISPOSE OF METAL STUD FRAMING AND GWB ABOVE DEMO AND DISPOSE OF EXISTING HOLLOW METAL WINDOW. DEMO AND DISPOSE OF METAL STUD FRAMING AND GWB ABOVE AND BELOW WINDOW. 11. REMOVE PORTION OF EXISTING PARTITION TO INSTALL NEW FIRE EXTINGUISHER CABINET. REMOVE PORTION OF EXISTING PARTITION TO INSTALL NEW FIRE EXTINGUISHER CABINET. 12. REMOVE EXISTING FULL-HEIGHT 8" CMU PARTITION, PLASTER, METAL STUD FURRING AND GWB COMPLETELY. REFER MECH AND REMOVE EXISTING FULL-HEIGHT 8" CMU PARTITION, PLASTER, METAL STUD FURRING AND GWB COMPLETELY. REFER MECH AND ELEC FOR ADDITIONAL INFORMATION. REMOVE MORTAR FROM CONCRETE FLOOR AND GRIND SMOOTH AS REQUIRED. CUT AND GRIND REBAR DOWELS TO BE EVEN WITH CONCRETE FLOOR. FILL HOLES IN CONCRETE FLOOR EVEN WITH SURROUNDING FLOOR AREA AND FINISH TO MATCH. 13. REMOVE METAL STUD FURRING AND GWB AT EXISTING COLUMN. EXISTING PLASTER FIRE PROOFING TO REMAIN. REMOVE METAL STUD FURRING AND GWB AT EXISTING COLUMN. EXISTING PLASTER FIRE PROOFING TO REMAIN. 14. DEMO METAL STUD FURRING AND GWB AT EXISTING PIPING. REFER TO MECHANICAL FOR MODIFICATIONS TO PIPING. PREPARE DEMO METAL STUD FURRING AND GWB AT EXISTING PIPING. REFER TO MECHANICAL FOR MODIFICATIONS TO PIPING. PREPARE AREA FOR NEW METAL STUD AND GWB FURRING. 15. DEMO EXISTING METAL STUD AND GWB PARTITION COMPLETELY. PATCH HOLES AND DEFECTS IN CONCRETE FLOOR AT REMOVED DEMO EXISTING METAL STUD AND GWB PARTITION COMPLETELY. PATCH HOLES AND DEFECTS IN CONCRETE FLOOR AT REMOVED PARTITION LOCATIONS. FINISH SURFACE SMOOTH TO MATCH. 16. REMOVE PORTION OF EXISTING METAL STUD AND GWB PARTITION TO PERMIT INSTALLATION OF NEW DOOR AND FRAME. REMOVE PORTION OF EXISTING METAL STUD AND GWB PARTITION TO PERMIT INSTALLATION OF NEW DOOR AND FRAME. 17. REMOVE PORTION OF GWB AND MODIFY MODIFY METAL STUD FRAMING FOR NEW PARTITION TIE-IN AT THIS LOCATION. REMOVE PORTION OF GWB AND MODIFY MODIFY METAL STUD FRAMING FOR NEW PARTITION TIE-IN AT THIS LOCATION. 18. DEMO AND DISPOSE OF RESILIENT WALL BASE. REMOVE EXISTING CARPET TILE AND KEEP CLEAN AND DRY. DO NOT STORE DEMO AND DISPOSE OF RESILIENT WALL BASE. REMOVE EXISTING CARPET TILE AND KEEP CLEAN AND DRY. DO NOT STORE OUTSIDE AT ANY TIME DURING CONSTRUCTION ACTIVITIES. PALLETIZE AND SHRINK WRAP REMOVED CARPET TILES AND MOVE TO BLDG. 50 FOR AMP-100 RECYCLING. CARPET MUST NOT BE LEFT OUTSIDE AT BLDG. 50. NOTIFY AMP-400 POC/COR, AMP-100, AND FAA INSPECTOR PRIOR TO DELIVERY TO ENSURE THAT THE CARPET IS MOVED INSIDE OF THE BUILDING 19. REMOVE EXISTING ELECTRICAL PANEL, RE ELEC. REMOVE EXISTING ELECTRICAL PANEL, RE ELEC. 20. REMOVE EXISTING CRAC HVAC UNIT, RE MECH. REMOVE EXISTING CRAC HVAC UNIT, RE MECH. 21. REMOVE EXISTING ELECTRICAL DISCONNECT SWITCH, RE ELEC. REMOVE EXISTING ELECTRICAL DISCONNECT SWITCH, RE ELEC. 22. REMOVE EXISTING WALL MOUNTED PIPING AND REPAIR GWB. REMOVE EXISTING WALL MOUNTED PIPING AND REPAIR GWB. 23. REMOVE EXISTING FIRE EXTINGUISHER AND WALL BRACKET. TURN FIRE EXTINGUISHER OVER TO AMP-300. REMOVE EXISTING FIRE EXTINGUISHER AND WALL BRACKET. TURN FIRE EXTINGUISHER OVER TO AMP-300. 24. REMOVE AND DISPOSE OF EXISTING MARKER BOARD / BULLETIN BOARD. REMOVE AND DISPOSE OF EXISTING MARKER BOARD / BULLETIN BOARD. 25. REMOVE EXISTING ROOM SIGN AND STORE FOR REINSTALLATION. REMOVE EXISTING ROOM SIGN AND STORE FOR REINSTALLATION. 26. REMOVE EXISTING PLYWOOD AND STORE FOR INSTALLATION IN NEW ELECTRICAL ROOM. REFER TO ELEC FOR RELOCATION OF REMOVE EXISTING PLYWOOD AND STORE FOR INSTALLATION IN NEW ELECTRICAL ROOM. REFER TO ELEC FOR RELOCATION OF COMMUNICATION CABLING. 27. DEMO 8" CMU COURSE AND CMU CAP UNIT UNDER ACCESS FLOOR. REMOVE MORTAR FROM CONCRETE FLOOR AND GRIND DEMO 8" CMU COURSE AND CMU CAP UNIT UNDER ACCESS FLOOR. REMOVE MORTAR FROM CONCRETE FLOOR AND GRIND SMOOTH IF REQUIRED. CUT AND GRIND REBAR DOWELS (IF PRESENT) EVEN WITH CONCRETE FLOOR. FILL HOLES IN CONCRETE FLOOR EVEN WITH SURROUNDING FLOOR AREA AND FINISH TO MATCH. 28. DEMO GWB, METAL STUD FURRING CHANNELS, AND APPROXIMATELY 1" THICK PLASTER AND METAL LATH AT CMU WALL. DEMO GWB, METAL STUD FURRING CHANNELS, AND APPROXIMATELY 1" THICK PLASTER AND METAL LATH AT CMU WALL. EXISTING GWB, FURRING CHANNELS, AND LATH/PLASTER EXTENDS APPROX 12" ABOVE EXIST CEILING. PLASTER TESTED NEGATIVE FOR ASBESTOS. 29. REMOVE EXISTING GWB AS REQUIRED FOR NEW WORK. METAL STUD FRAMING AT WALL TO REMAIN. PREPARE TO EXTEND REMOVE EXISTING GWB AS REQUIRED FOR NEW WORK. METAL STUD FRAMING AT WALL TO REMAIN. PREPARE TO EXTEND EXISTING METAL STUD FRAMING AND GWB TO CONCRETE DECK. 30. REMOVE EXISTING GWB AND METAL STUD FRAMING. PREPARE FOR INSTALLATION OF 3-5/8" METAL STUDS AND NEW GWB. REMOVE EXISTING GWB AND METAL STUD FRAMING. PREPARE FOR INSTALLATION OF 3-5/8" METAL STUDS AND NEW GWB. 31. REMOVE EXISTING GWB AS REQUIRED FOR NEW WORK. METAL STUD FRAMING TO REMAIN. REMOVE EXISTING GWB AS REQUIRED FOR NEW WORK. METAL STUD FRAMING TO REMAIN. 32. SELECTIVELY DEMO AND DISPOSE OF EXISTING VCT FLOORING AT EXISTING DOOR ALCOVE. PROTECT FLOORING TO REMAIN.