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HomeMy WebLinkAboutA - 24-19-ITB - Attachment A - 23162 SEBASTIAN AIRPORT HANGAR BUILD-OUT-05-14-24 S-SSEBASTIAN AIRPORT HANGAR RENOVATIONS PROJECT SCOPE PROJECT SCOPE INCLUDES BUT NOT LIMITED TO THE TENANT BUILD OUT OF THE ±3059 S.F. NORTH BAY INCLUDING A NEW FOB SPACE WITH PILOT TRAINING ROOMS, CONFERENCE ROOM, OFFICES AND LOUNGE AND A ±2033 SOUTH BAY INCLUDING OFFICES, BREAK ROOM AND LARGE SIMULATION ROOM. EACH BAY INCLUDES (2) ACCESSIBLE GENDER NEUTRAL BATHROOMS. THE SCOPE OF THIS WORK IS WITHIN THE EXISTING ENVELOPE OF THE EXISTING STEEL BUILDING AND SHALL NOT INCREASE THE BUILDING ENVELOPE AND HEIGHT. WITHIN EACH EXISTING BAY ARE (2) ACCESSIBLE GENDER NEUTRAL RESTROOMS. PROJECT ADDRESS HANGAR D SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA 32958 PROJECT DESIGNER WILLIAM GRAY GRAY DESIGN STUDIO 1060 MEADOWBROOK ROAD NE PALM BAY, FLORIDA 32905 (561)827-5460 PROJECT ARCHITECT- AR-0016950 ANTHONY J. MAZZA ANTHONY J. MAZZA ARCHITECTS AND PLANNERS 6351 MIDSHIP COURT APOLLO BEACH, FLORIDA 33572 (321)917-5468 MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER DDC ENGINEERING, INC DAVE DASILVA 4083 S. US 1, STE 101 ROCKLEDGE, FLORIDA 34955 (321) 633-4522 APPLICABLE CODES FLORIDA BUILDING CODE- (2023): (FBC) 8TH EDITION FLORIDA BUILDING CODE- (2023): EXISTING, (FBC) 8TH EDITION FLORIDA FIRE PREVENTION CODE- (2023) 8TH EDITION FLORIDA BUILDING CODE- ACCESSIBILITY (2023) 8TH EDITION 2023 NFPA 70- NATIONAL ELECTRIC CODE (NEC) NFPA 101, LIFE SAFETY CODE (2024) (CMS) NFPA 1, FIRE CODE, (2024) NFPA 241, SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, (2022) REVIEW AND APPROVAL BY THE AHJ SHALL NOT RELIEVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THESE CODES. PROJECT DATA JURISDICTION: CITY OF SEBASTIAN BUILDING DEPARTMENT 1225 MAIN STREET SEBASTIAN, FLORIDA 32958 OCCUPANCY CLASSIFICATIONS: ALI-1 AIRPORT LIGHT INDUSTRIAL B- BUSINESS: TRAINING AND SKILL DEVELOPMENT CONSTRUCTION CLASS: TYPE IIIA PROJECT INFORMATION DRAWING INDEX GENERAL A0.0 INDEX OF DRAWINGS; PROJECT INFO, VICINITY MAP, SITE PLAN G1.0 SPECIFICATIONS G1.1 SPECIFICATIONS G1.2 SPECIFICATIONS G1.3 SPECIFICATIONS G1.4 SPECIFICATIONS G1.5 SPECIFICATIONS A0.1 GENERAL NOTES, PARTITION TYPES, DETAILS A0.2 LIFE SAFETY PLAN ARCHITECTURAL A1.0 DIMENSION FLOOR PLAN AND NOTES A1.1 NOTE FLOOR AND ENLARGED FRAMING PLAN, NOTES A1.2 REFLECTED CEILING PLANS, SCHEDULES, NOTES A3.0 BUILDING SECTIONS A4.0 INTERIOR ELEVATIONS, CABINETRY DETAILS A4.1 RECEPTION DESK ENLARGED PLAN, SECTIONS, DETAILS A5.0 DOOR AND HARDWARE SCHEDULE, ELEVATIONS A6.0 FINISH SCHEDULE, FLOORING DETAILS MECHANICAL M-1 MECHANICAL LEGEND, NOTES AND SPECIFICATIONS M-2 MECHANICAL PLANS M-3 MECHAINCAL SCHEDULES AND DETAILS PLUMBING P-1 PLUMBING LEGEND, NOTES, SPECIFICATIONS AND P-2 PLUMBING SEWER PLAN ELECTRICAL E-1 ELECTRICAL LEGEND, NOTES AND SPECIFICATIONS E-2 ELECTRICAL POWER PLAN E-3 ELECTRICAL LIGHTING PLAN E-4 ELECTRICAL PANEL SCHEDULES KEY NOTE DESIGNATION WINDOW DESIGNATION ACCESSORY DESIGNATION DOOR NUMBER PARTITION TYPE DESIGNATION ROOM NUMBER ROOM NAME ON WHICH ELEVATION IS SHOWN SURFACE SHOWN IN ELEVATION ELEVATION NUMBER/SHEET NUMBER DIRECTION OF CUTTING PLANE SHEET ON WHICH SECTION IS SHOWN SECTION NUMBER EXTENT OF DETAIL SHEET ON WHICH DRAWING IS SHOWN DRAWING NUMBER A P1 ROOM NAME A101 N NORTH AND SOUTH BAYS HANGAR D SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA 32958 D### A# # LOCATION MAP ABBREVIATIONS GRAPHIC SYMBOLS A/C AIR CONDITIONING ADMIN ADMINISTRATION AFF ABOVE FINISHED FLOOR ALUM ALUMINUM APPROX APPROXIMATE(LY) ARCH ARCHITECT(URAL) BLDG BUILDING CLG CEILING CLG HT CEILING HEIGHT CLO CLOSET CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUE, CONTINUOUS CORR CORRIDOR DEMO DEMOLISH DET DETAIL DIA DIAMETER DIAG DIAGONAL DIV DIVISION DP DEEP DR DOOR EA EACH EL ELEVATION ELEC ELECTRIC(AL) EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EXT EXTERIOR FIN FLR FINISHED FLOOR FLR FLOOR FT FOOT, FEET GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION & AIR CONDITIONING INFO INFORMATION INSUL INSULATION INT INTERIOR KIT KITCHEN L.LONG LAV LAVATORY LF LINEAR FEET MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MFG MANUFACTURING MFR MANUFACTURER MIN MINUMUM MISC MISCELLANEOUS MR MOISTURE RESISTANT MTG MOUNTING NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPT OPTION(AL) PLAM PLASTIC LAMINATE PLF POUNDS PER LINEAR FEET PLYWD PLYWOOD PR PAIR PREFAB PREFABRICATED PREFIN PREFINISH PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH QTY QUANTITY RCP REFLECTED CEILING PLAN REF REFRIGERATOR, REFERENCE REQD REQUIRED RM ROOM RO ROUGH OPENING S SOUTH SC SOLID CORE SECT SECTION SF SQUARE FEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STOR STORAGE SUSP SUSPENDED SYS SYSTEM TEL TELEPHONE TEMP TEMPORARY THRU THROUGH TRTD TREATED TV TELEVISION TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W/WITH W/O WITHOUT WC WATER CLOSET WD WOOD WT WEIGHT GENERAL NOTES 1.THE ARCHITECT HAS PREPARED THIS SET OF CONTRACT DOCUMENTS BASED ON INFORMATION AND OBSERVATIONS PROVIDED BY THE OWNER. 2.ALL DIMENSIONS GOVERNED BY EXISTING CONDITIONS ARE APPROXIMATE. ALL SUCH DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO PROCEEDING WITH ANY WORK. SHOULD CONDITIONS OR DIMENSIONS VARY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE DESIGNER/ARCHITECT BEFORE PROCEEDING. USE FIGURED DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE DIMENSIONS ARE SHOWN WITH A "+/-", ADJUSTMENTS MAY BE MADE TO SUIT THE FIELD CONDITIONS. 3.TO ESTABLISH THE COMPREHENSIVE SCOPE OF WORK AND TO ASSURE COORDINATION WITH OTHER TRADES, EACH SUBCONSTRACTOR SHALL COMPLETELY REVIEW THE PLANS, NOT ONLY FOR HIS OR HER RESPECTIVE TRADE, BUT FOR THE WORK OF OTHER TRADES AS WELL. 4.THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ENSURE THE BUILDING REMAIN IN DRIED-IN CONDITION AND PREVENT UNLAWFUL ENTRY INTO THE CONSTRUCTION SITE. 5.CONSTRUCTION WORK INDICATED AS N.I.C. IS NOT IN CONTRACT. 6.ALL PLAN DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS NOTED OTHERWISE. 7.ALL VERTICAL DIMENSIONS REFERENCE THE FINISH FLOOR ELEVATION AT 0'-0".. 8.PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT AND CASEWORK. 9.IF THERE ARE DISCREPTANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS OR IF PREVIOUSLY UNKNOWN FIELD CONDITIONS REQUIRE ADDITIONAL INFORMATION THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY. 10.SEPTIC TANK AND DRAINFIELD, IF REQUIRED, DESIGN AND LOCATION BY OTHERS. SEBASTIAN, LAND DEVELOPMENT CODE-ZONING AIRPORT LIGHT INDUSTRIAL (ALI-1) PERMITTED USES (b) -AIRPORTS AND RELATED USES -FLYING CLUBS -AERONAUTIC SCHOOLS ZONING INFO SITE PLAN N.T.S. PROJECT SITE RED HATCHED AREAS INDICATE SCOPE OF WORK RED HATCHED AREAS INDICATE SCOPE OF WORK WRG A0.0 COVER SHEET DRAWING INDEX CODE INFO., VICINITY MAP SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 WRG G1.0 SPECIFICATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 ® ≥ ≥≥ ≥≥ ≥ ≥≥ ≥ ≥ ≥ ≥ ≥ ≥ ≥ ≥ “” ¾ ” WRG G1.1 SPECIFICATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 ® ® ® ® ® ® ” ” ” ”” ” ” ” WRG G1.2 SPECIFICATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 WRG G1.3 SPECIFICATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 “” “” · · ·· ·· ” ” WRG G1.4 SPECIFICATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 WRG G1.5 SPECIFICATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 GENERAL REQUIREMENTS 1.THE ARCHITECT HAS PREPARED THIS SET OF CONTRACT DOCUMENTS BASED ON VISUAL INSPECTION OF THE EXISTING PREMISES AND ON INFORMATION PROVIDED BY THE OWNER INCLUDING BUT NOT LIMITED TO ALL INFORMATION PROVIDED BY THE PEBM STEEL BUILDING MANUFACTURER.. 2.ANY REFERENCE TO CONTRACTOR IN THE GENERAL REQUIREMENTS SHALL ALSO INCLUDE SUB-CONTRACTORS. 3.TO ESTABLISH THE COMPREHENSIVE SCOPE OF WORK AND TO ASSURE COORDINATION WITH OTHER TRADES, EACH SUBCONTRACTOR SHALL COMPLETELY REVIEW THE PLANS, NOT ONLY FOR HIS OR HER RESPECTIVE TRADE, BUT FOR THE WORK OF OTHER TRADES AS WELL. THE DOCUMENTS ARE INTERDEPENDENT. ONCE THE CONTRACTOR OR SUBCONTRACTOR HAS COMMENCED WITH HIS WORK, IT SHALL BE ASSUMED THAT HE HAS ACCEPTED THE CONDITIONS IN THE FIELD TO BE CORRECT AND RIGHT FOR THE INSTALLATION OF HIS WORK. 4.COMMENCEMENT OF WORK IN ANY AREA BY THE CONTRACTOR SHALL BE CONSTRUED AS THE CONTRACTOR HAS CHECKED THE EXISTING CONDITIONS AND FOUND THEM TO BE SATISFACTORY TO ACCEPT THAT PORTION OF THE WORK. 5.ALL SHALL BE PERFORMED IN A MANNER WHICH DOES NOT GENERATE NOISE, VIBRATION, ODOR OR DUST WHICH IMPAIRS WITH THE OPERATIONS OF THE FACILITY. 6.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF OCCUPANTS AND WORKERS AT ALL TIMES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETE. 8.DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING WORK. 9.EACH SUBCONTRACTOR SHALL CALL FOR UTILITY LOCATES OR COORDINATE DIRECTLY WITH THE GENERAL CONTRACTOR PRIOR TO ALL DIGGING OPERATIONS. 10.ACCURATE RECORD DOCUMENTS ARE TO BE RECORDED FOR LOCATIONS OF UNDERGROUND STRUCTURES AND UTILITIES. 11.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY, STATE AND LOCAL ENVIRONMENTAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. PERMITS SHALL BE POSTED AT THE JOBSITE. 12.CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 13.NO ASBESTOS CONTAINING BUILDING MATERIALS MAY BE USED DURING CONSTRUCTION. 14.PROVIDE PRODUCTS HAVING "ENERGY STAR" CERTIFICATIONS WHEN AVAILABLE. 15.CONTRACTOR SHALL PROVIDE A CONSTRUCTION ACCESS AND STAGING AREA PLAN FOR OWNER'S APPROVAL. 16.CONTRACTOR SHALL PROVIDE A SAFETY BARRIER TO PREVENT INTERACTIONS BETWEEN THE PUBLIC AND THE JOBSITE. 17.WORKING HOURS SHALL BE COORDINATED WITH, AND APPROVED BY, THE OWNER. 18.ALTERNATES MAY BE USED AS REQUIRED BY THE SCOPE OF WORK. THESE SHALL BE DETERMINED BY THE ARCHITECT AND USED UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 19.COPIES OF FLORIDA PRODUCT APPROVALS SHALL BE SUBMITTED BY THE CONTRACTOR FOR BUILDING COMPONENTS SUCH AS EXTERIOR DOORS, WINDOWS, PANELS, ROOFING PRODUCTS, SHUTTERS, SKYLIGHTS, LOUVERS, AND OTHER PRODUCTS COMPRISING THE BUILDING ENVELOPE. 20.CONTRACTOR IS TO PROVIDE A PROJECT CONSTRUCTION SIGN OF WATER RESISTANT CONSTRUCTION. COPY AND DESIGN OF THE CONSTRUCTION SIGN SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 21.THE CONTRACTOR IS TO PRESERVE AND PROTECT ALL EXISTING VEGETATION SUCH AS TREES, SHRUBS, AND GRASS ADJACENT TO THE SITE WORK WHICH IS NOT TO BE REMOVED AND WHICH DOES NOT INTERFERE WITH THE CONSTRUCTION WORK. THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER, SHALL REPLACE DAMAGED VEGETATION RESULTING FROM CONTRACTOR OPERATIONS WITH A COMPARABLE SPECIMEN. 22.THE CONTRACTOR SHALL PROTECT UNDERGROUND AND OVERHEAD UTILITIES AT ALL TIMES. ADDITIONAL CARE SHALL BE TAKEN WHEN THE CONTRACTOR IS REQUIRED TO TIE INTO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE TO SCHEDULE UTILITY CONNECTIONS. THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER, SHALL REPAIR ANY AND ALL DAMAGE TO UTILITIES RESULTING FROM CARELESS OPERATIONS. 23.THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ENSURE THE BUILDING REMAIN IN DRIED-IN CONDITION AND PREVENT UNLAWFUL ENTRY INTO THE CONSTRUCTION SITE. 24.ALL SUBSTITUTION REQUESTS FROM THE CONTRACTOR SHALL BE REVIEWED BY THE ARCHITECT AND ACCEPTED/REJECTED BY THE OWNER'S REPRESENTATIVE, BASED ON THE ARCHITECT'S RECOMMENDATION, PRIOR TO INCORPORATION IN THE WORK. 25.CONTRACTOR TO PROVIDE FINAL CLEANING. THE OWNER RESERVES THE RIGHT TO PROVIDE CLEANING SERVICES WHEN CLEAN-UP HAS NOT BEEN PROVIDED TO THE SATISFACTION OF THE OWNER. ASSOCIATED COSTS WILL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT. 26.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING LADDERS OR OTHER MEANS OF ACCESS TO THE OWNER, INSPECTORS, ARCHITECT, AND ENGINEERS. 27.ALL MATERIAL SAFETY DATA SHEETS ON ANY HAZARDOUS PRODUCT SHALL BE KEPT ON FILE AT JOBSITE, AND INCLUDED IN CLOSE-OUT DOCUMENTATION. 28.CONTRACTOR SHALL WARRANT THE PROJECT FOR A TERM OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE ENTIRE PROJECT, REGARDLESS OF PARTIAL OCCUPANCY. 29.A 20 YEAR "NO DOLLAR LIMIT" WARRANTY WILL BE PROVIDED FOR ALL ROOFING. 30.TERMITE TREATMENT SHALL BE COMPLETED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 1816. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY 31.CONSTRUCTION OF WORK INDICATED ON THE DRAWINGS AS (N.I.C.) IS NOT IN CONTRACT. 32.ALL WORK SHALL BE OF BEST PRACTICE OF EACH TRADE. 33.DETAILS NOT SHOWN ARE SIMILAR IN NATURE TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT ARCHITECT BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAILS APPLY AT ALL SIMILAR CONDITIONS WHETHER CROSS REFERENCED OR NOT. 34.WHERE GYPSUM BOARD LAYERS DIFFER BETWEEN TWO ADJOINING WALLS, MAINTAIN A CONTINUOUS FINISH OF WALL. 35.ELECTROLYTIC PROTECTION SHALL BE PROVIDED BETWEEN DISSIMILAR METALS WHENEVER THE TWO ARE IN CONTACT. 36.OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE SHALL BE SEALED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY WITH ADJACENT MATERIALS TO ELIMINATE AIR LEAKAGE AND WATER INFILTRATION, AND TO MEET THE REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE AS APPLICABLE. 37.GLAZING SUBJECT TO HUMAN IMPACT AS IDENTIFIED IN APPLICABLE CODES SHALL BE SAFETY GLAZING MATERIAL. EACH LIGHT OF LAMINATED OR TEMPERED GLAZING SHALL BE IDENTIFIED BY A PERMANENT LABEL, WHICH SPECIFIES THE LABELER, OR MANUFACTURER AND THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED. 38.CEILING HEIGHT DIMENSIONS ARE FROM DESIGNATED FINISHED FLOOR SURFACE TO FINISHED CEILING SURFACES UNLESS NOTED OTHERWISE. 39.PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES AND MANUFACTURES SPECIFICATIONS. 40.PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED BY APPLICABLE CODES AND MANUFACTURES SPECIFICATIONS. 41.PROVIDE AND INSTALL ALL STIFFENERS, BRACINGS, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION AND REQUIRED MINIMUM LATERAL FORCE OF ALL TOILET/RESTROOM ACCESSORIES AND PARTITIONS AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES AND MANUFACTURES SPECIFICATIONS. 42.ALL DIMENSIONS GOVERNED BY EXISTING CONDITIONS ARE APPROXIMATE. ALL SUCH DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO PROCEEDING WITH ANY WORK. SHOULD CONDITIONS OR DIMENSIONS VARY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE DESIGNER BEFORE PROCEEDING. USE FIGURED DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE DIMENSIONS ARE SHOWN WITH A "±", ADJUSTMENTS MAY BE MADE TO SUIT FIELD CONDITIONS. 43.IN THE CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS THE CONTRACTOR SHALL CONTACT THE DESIGNER IMMEDIATELY. 1.REFER TO PARTITION TYPES, PRE-FAB STEEL BUILDING MANUFACTURER AND STRUCTURAL GENERAL NOTES DRAWINGS FOR METAL STUD AND EXTERIOR WALL SPECIFICATIONS. 2.REFER TO INTERIOR WALL FRAMING CONNECTION TABLE ON STRUCTURAL SHEET S0.1 FOR CONNECTORS UNLESS NOTED OTHERWISE. 3.ALL FIRE RATED WALLS, IF APPLICABLE, SHALL FOLLOW THE DESCRIBED ASSEMBLY ON THIS SHEET. 4.ALL NEW GYP. BOARD TO BE INSTALLED 1 1/2" ABOVE CONCRETE SLAB. PARTITION TYPES NOTES P1 3 1/2" METAL STUD WALL: CONC. SLAB TO 7" ABV. CLG.- SOUTH BAY NEW ACT AND ACT GRID 5/8" GYP. BD. ON ROOM SIDE ONLY EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. USE 5/8" DENS- SHIELD OR APPROVED EQUAL WATER RESISTANT GYP. WALL BOARD IN ALL WET AREAS AS REQUIRED TO EXTEND MIN. 48" ABOVE FIN. FLR. NOTE: 25GA MAY BE USED AS A SUBSTITUTE FOR SOUTH BAY ONLY. USE 3 5/8" 22 GA MTL STUD HORIZ. DIAG. BRACING @ DOOR CORNERS BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION P2 TYPICAL FURRING @ PREFAB METAL BUILDING EXTERIOR WALL EXIST. FULL BATT R-19 MIN. EXIST. PRE-FAB METAL BLDG. GIRTS TO REMAIN- FIELD VERIFY LOCATION EXIST. PRE-FAB METAL BLDG. EXT. METAL PANELS AND INSUL. TO REMAIN- FIELD VERIFY LOCATION NOTE: 1.NORTH BAY- HIGH HAT FURRING TO EXTEND TO THE NEXT PRE FAB METAL BUILDING GIRT ABOVE CEILING LEVEL; GYP. BD. TO EXTEND TO 6" ABV. ACT CLGS. 2.SOUTH BAY- HIGH HAT TO EXTEND TO THE NEXT PRE FAB METAL BUILDING GIRT. GYP. BD. TO EXTEND TO MATCH HEIGHT OF INTERIOR WALLS IN OPEN SPACE AND TO 6" ABV. ACT. CLGS. DIMENSIONS AND CLEARANCES N.T.S. NEW ACT AND ACT GRID P4 3 1/2" METAL STUD WALL: CONC. SLAB TO 10" ABV. CLG.- NORTH BAY (OFFICE TO OFFICE) NEW ACT AND ACT GRID 5/8" GYP. BD. ON ROOM SIDE ONLY EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. USE 5/8" DENS- SHIELD OR APPROVED EQUAL WATER RESISTANT GYP. WALL BOARD IN ALL WET AREAS AS REQUIRED TO EXTEND MIN. 48" ABOVE FIN. FLR. BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION P5 NEW ACT AND ACT GRID 5/8" GYP. BD. ON ROOM SIDE ONLY EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. USE 5/8" DENS- SHIELD OR APPROVED EQUAL WATER RESISTANT GYP. WALL BOARD IN ALL WET AREAS AS REQUIRED TO EXTEND MIN. 48" ABOVE FIN. FLR. BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION PROVIDE MTL. STUD DIAG. BRACING TO ROOF STRUCTURE @ 48" O.C. PROVIDE MTL. STUD DIAG. BRACING TO ROOF STRUCTURE @ 48" O.C. 3 1/2" METAL STUD WALL: CONC. SLAB TO 10" ABV. CLG.- NORTH BAY (OFFICE TO CORRIDOR) 5/8" GYP. BD. 1" 20GA METAL HIGH HAT FURRING STRIPS @ 16"O.C. BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE TYPICAL RATED WALL DESIGN: UL DESIGN NO. U419 (PARTITION TYPES 4W3) FLOOR AND CEILING RUNNERS -- (NOT SHOWN) --CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED STEEL, MIN DEPTH TO ACCOMMODATE STUD SIZE, WITH MIN 1-1/4 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX. STEEL STUDS-- CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG GALV. STEEL, 3-1/2 IN. MIN DEPTH, SPACED A MAX OF 16 IN. OC. STUDS FRICTION-FIT INTO FLOOR AND CEILING RUNNERS. STUDS TO BE CUT 5/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. BATTS AND BLANKETS -- MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS.  GYPSUM BOARD -- GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS.  FASTENERS -- (NOT SHOWN) -- TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS. 1 IN. LONG, SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY.  JOINT TAPE AND COMPOUND -- VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. NO. OF LAYERS AND THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 4) RATING, HR MIN STUD DEPTH, IN. 1 3-1/2 1 LAYER, 5/8 IN. THICK OPTIONAL 1 2-1/2 1 LAYER, 1/2 IN. THICK 1-1/2 IN. 1 1-5/8 1 LAYER, 3/4 IN. THICK OPTIONAL 2 1-5/8 2 LAYERS, 1/2 IN. THICK OPTIONAL 2 1-5/8 2 LAYERS, 5/8 IN. THICK OPTIONAL 2 3-1/2 1 LAYER, 3/4 IN. THICK 3 IN. NOTE: THE EXISTING OCCUPANCY SEPARATION FOR THE DEMISING WALL WAS LISTED AS 1-HOUR PER THE FBC 2001 2ND EDITION. FIRE RATED ASSEMBLY DESCRIPTION P6 NEW ACT AND ACT GRID 5/8" GYP. BD. ON ROOM SIDE ONLY EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. USE 5/8" DENS- SHIELD OR APPROVED EQUAL WATER RESISTANT GYP. WALL BOARD IN ALL WET AREAS AS REQUIRED TO EXTEND MIN. 48" ABOVE FIN. FLR. BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION PROVIDE ALTERNATING MTL. STUD DIAG. BRACING TO ROOF STRUCTURE @ 48" O.C. 3 1/2" METAL STUD WALL: CONC. SLAB TO 10" ABV. CLG.- NORTH BAY (OFFICE TO CORRIDOR) P3 1-HOUR RATED 3 1/2" METAL STUD WALL INFILL (AIRPLANE GARAGE TO SIMULATOR) 5/8" TYPE "X" GYP. BD. BOTH SIDES EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. INFILL FRAMED WALL TO MATCH EXISTING 1-HOUR RATED ASSEMBLY BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION P7 NEW ACT AND ACT GRID 5/8" GYP. BD. ON ROOM SIDE ONLY EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. USE 5/8" DENS- SHIELD OR APPROVED EQUAL WATER RESISTANT GYP. WALL BOARD IN ALL WET AREAS AS REQUIRED TO EXTEND MIN. 48" ABOVE FIN. FLR. NOTE: FOR CORR. 118/ RECEPT. AREA 110 PARTITION- USE 3 5/8" 18 GA METAL. INFILL ALL STUDS W/ WD. 2x4 BLOCKING BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION PROVIDE ALTERNATING MTL. STUD DIAG. BRACING TO ROOF STRUCTURE @ 48" O.C. 3 1/2" METAL STUD WALL: CONC. SLAB TO 10" ABV. CLG.- NORTH BAY (OFFICE TO CORRIDOR)TYPICAL FIXTURE 5/8" GYP. BD. OVER 3 5/8" 22GA MTL FRAMING W/ STUDS @ 16" O.C. 5/8" GYP. BD. OVER 1" MTL. HIGH HAT FURRING @ 16" O.C. 5/8" GYP. BD. OVER 3 5/8" 22GA MTL FRAMING W/ STUDS @ 16" O.C. 5/8" GYP. BD. OVER 1" MTL. HIGH HAT FURRING @ 16" O.C. EXIST. STEEL STRUCTURE LINE INDICATES INSIDE EDGE OF EXIST. STEEL BLDG. GIRTS 5/8" GYP. BD. OVER 3 5/8" 22GA MTL FRAMING W/ STUDS @ 16" O.C. 5/8" GYP. BD. OVER 1" MTL. HIGH HAT FURRING @ 16" O.C. 5/8" GYP. BD. OVER 3 5/8" 22GA MTL FRAMING W/ STUDS @ 16" O.C. 5/8" GYP. BD. OVER 1" MTL. HIGH HAT FURRING @ 16" O.C. EXIST. STEEL STRUCTURE LINE INDICATES INSIDE EDGE OF EXIST. STEEL BLDG. GIRTS EXISTING PIPING TO REMAIN LINE INDICATES INSIDE EDGE OF EXIST. STEEL BLDG. GIRTS 5/8" GYP. BD. OVER 1" MTL. HIGH HAT FURRING @ 16" O.C. 5/8" GYP. BD. OVER 3 5/8" 22GA MTL FRAMING W/ STUDS @ 16" O.C. 5/8" GYP. BD. OVER 1" MTL. HIGH HAT FURRING @ 16" O.C. EXIST. STEEL STRUCTURE LINE INDICATES INSIDE EDGE OF EXIST. STEEL BLDG. GIRTS LINE INDICATES INSIDE EDGE OF EXIST. STEEL BLDG. GIRTS LINE INDICATES INSIDE EDGE OF EXIST. STEEL BLDG. GIRTS DETAIL NTS DETAIL DETAIL DETAIL NTS NTS NTS DETAIL NTS DETAIL NTS DETAIL NTS P8 NEW ACT AND ACT GRID 5/8" GYP. BD. ON ROOM SIDE ONLY EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. USE 5/8" DENS- SHIELD OR APPROVED EQUAL WATER RESISTANT GYP. WALL BOARD IN ALL WET AREAS AS REQUIRED TO EXTEND MIN. 48" ABOVE FIN. FLR. BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION PROVIDE MTL. STUD DIAG. BRACING TO ROOF STRUCTURE @ 48" O.C. 3 1/2" METAL STUD WALL: CONC. SLAB TO 10" ABV. CLG.- NORTH BAY (OFFICE TO TRAINING) P9 NEW ACT AND ACT GRID 5/8" GYP. BD. ON ROOM SIDE ONLY EXIST. 3 5/8" 22GA MTL STUD WALL W/ STUDS @ 16" O.C. USE 5/8" DENS- SHIELD OR APPROVED EQUAL WATER RESISTANT GYP. WALL BOARD IN ALL WET AREAS AS REQUIRED TO EXTEND MIN. 48" ABOVE FIN. FLR. BASEBOARD TO MATCH EXIST. OR 4" BLACK VINYL BASE (OPTIONAL) FULL BATT SOUND INSULATION PROVIDE ALTERNATING MTL. STUD DIAG. BRACING TO ROOF STRUCTURE @ 48" O.C. 3 1/2" METAL STUD WALL: CONC. SLAB TO 10" ABV. CLG.- NORTH BAY (TRAINING TO TRAINING) FASTENERS & CONNECTORS CONNECTOR SUBSTRATE DESCRIPTION PRODUCT SCREWS METAL TRACK #10-16 x 5 8" PAN HEAD, U.O.N. BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF DRILLING FASTENER / CONNECTOR SCHEDULE NOTES: SEE SECTIONS AND DETAILS FOR LOCATION AND NUMBER OF CONNECTORS METAL STUD TO METAL STUD BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF DRILLING CONCRETE OR GROUTED CMU 0.145" - EMBED AS NOTED. RAMSET TRAKFAST, 1500/1600 SERIES. **** P.A.F.'s **PRODUCTS BY OTHER MANUFACTURERS MAY BE ACCEPTABLE, PLEASE CONTACT OUR OFFICE OR SUBMIT PRODUCT DATA. ***MECHANICAL ANCHOR MAY BE USED IN LIEU OF PAF'S SHOWN AT CONTRACTOR'S OPTION. ****0.157"Ø HILTI X-U PAF'S MAY BE USED IN LIEU OF 0.145"Ø SHOWN. STRUCTURAL STEEL 0.145". KNURLED SHANK P.A.F.'s #10-16 x 5 8" PAN HEAD, U.O.N. RAMSET TRAKFAST, 1500/1600 SERIES. **** EXIST. 1-HR DEMISING WALL TO ROOF DECK TO REMAIN PROVIDE MIDSPAN BRACING @ 48" O.C. PROVIDE MIDSPAN BRACING @ 48" O.C. PROVIDE MIDSPAN BRACING @ 48" O.C. PROVIDE MIDSPAN BRACING @ 48" O.C.PROVIDE MIDSPAN BRACING @ 48" O.C.PROVIDE MIDSPAN BRACING @ 48" O.C. PROVIDE MIDSPAN BRACING @ 48" O.C. PROVIDE MIDSPAN BRACING @ 48" O.C. A0.1 GENERAL NOTES SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 PARTITION TYPES DETAILS 11 D D C B A A 10 9 C.2A.9 2 A A A.8 A.8 B.8 A.8 3 4 5 6 MAX. TRAVEL DIST. 200' 74'-4" MA X . T R A V E L D I S T A N C E T O E X I T 2 0 0 ' ±7 3 ' - 8 " LIFE SAFETY PLAN 1/4" = 1'-0" NOT AN EXIT LIFE SAFETY LEGEND EGRESS PATH FIRE EXTINGUISHER CABINET WALL MOUNTED EMERGENCY LIGHT FIRE EXTINGUISHER EXISTING EMERGENCY EXIT LIGHTING EMERGENCY EXTERIOR WALL PACK LIFE SAFETY NOTES PROJECT DATA ALL INTERIOR FINISHES SHALL NOT EXCEED THE FLAME SPREAD AND SMOKE DEVELOPED REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE 7TH EDITION FOR A FULLY SPRINKLED BUILDING: CORRIDORS AND LOBBIES: CLASS B OR BETTER ALL OTHER OCCUPANCY USES:CLASS C OR BETTER BUILDING OCCUPANCY LOAD NORTH SPACE:SQ. FT./OCC. # OF OCCUPANTS BUSINESS ±2711 S.F.1/150 GROSS 18 ACCESSORY ASSEMBLY ±348 S.F. 1/15 NET 23 (LOOSE SEATING) TOTAL OCCUPANCY 41 SOUTH SPACE:SQ. FT./OCC. # OF OCCUPANTS BUSINESS ±915 S.F.1/150 GROSS 6 VOCATIONAL ±1118 S.F. 1/50 NET 22 (SIMULATOR AREA) TOTAL OCCUPANCY 28 NORTH SPACE: REQUIRED EXIT WIDTH : (0.2" x 41 PERSONS) = 8.2" MIN. PROVIDED EXIT WIDTH: 2x36"= 68" SOUTH SPACE: REQUIRED EXIT WIDTH : (0.2" x 28 PERSONS) = 5.6" MIN. PROVIDED EXIT WIDTH: 2x36"= 68" MAX. EXIT TRAVEL DISTANCE: GROUP B SPRINKLERED = 100 FT. PLUMBING FIXTURE REQUIREMENTS: OCCUPANCY USE B BUSINESS NORTH SPACE: WATER CLOSETS REQUIRED 1 PER 100: 41 PERSONS= 1 WATER CLOSET EXISTING WATER CLOSETS PROVIDED: 2 LAVATORIES REQUIRED 1 PER 100: 41 PERSONS- 1 LAVATORY EXISTING LAVATORIES PROVIDED: 2 DRINKING FOUNTAINS REQUIRED 1 PER 400: 41 PERSONS- 1 REQUIRED DRINKING FOUNTAINS PROVIDED UTILITY SINKS REQUIRED: 1 EXISTING UTILITY SINKS PROVIDED: 1 SOUTH SPACE: WATER CLOSETS REQUIRED 1 PER 100: 28 PERSONS= 1 WATER CLOSET EXISTING WATER CLOSETS PROVIDED: 2 LAVATORIES REQUIRED 1 PER 100: 28 PERSONS- 1 LAVATORY EXISTING LAVATORIES PROVIDED: 2 DRINKING FOUNTAINS REQUIRED 1 PER 400: 28 PERSONS- 1 REQUIRED DRINKING FOUNTAINS PROVIDED UTILITY SINKS REQUIRED: 1 EXISTING UTILITY SINKS PROVIDED: 1 PROJECT DATA 1.COORDINATE EMERGENCY LIGHTING WITH ELECTRICAL PLANS. 2.ANY FIRE BARRIER DESIGNATIONS ARE FOR LIFE SAFETY REVIEW; SEE FLOOR PLAN AND PARTITION DETAILS FOR ASSOCIATED PARTITIONS TYPES. 3.ALL INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE CODES. 4.FIRE DAMPERS USED SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALL AND CEILINGS PRIOR TO INSTALLATION. VERIFY THAT ADEQUATE ACCESS IS AVAILABLE IN ORDER TO RESET FUSIBLE LINKS. 5.EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6.ALL EXITS SHALL BE PROVIDED WITH INTERNALLY ILLUMINATED EXITS SIGNS WITH TWO SEPARATE SOURCES OF POWER, AND IN ACCORDANCE WITH APPLICABLE CODES. 7.WITHIN FIRE RATED ASSEMBLIES ALL SPACERS , FILLERS, BLOCKING, ETC. SHALL BE FIRE TREATED PER UL ASSEMBLY DESCRIPTION. 8.FIRE EXTINGUISHERS TO BE CLASS 2A:10B:C. LOCATIONS TO BE VERIFIED WITH FIRE MARSHAL. 9.REFER TO ELECTRICAL PLAN FOR EMERGENCY LIGHTING. 10.PER FBC 2017 TABLE 1017.2- TRAVEL DISTANCE WITH SPRINKLER FOR OCCUPANCY USE F-1=250, B = 300' 11.ALL NEW FIRE ALARM SYSTEM COMPONENTS SHALL BE DESIGNED, LOCATED AND INSTALLED BY A LICENSED FIRE PROTECTION COMPANY. 12.PER FBC 2017 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS. WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. SUSPENDED EMERGENCY CEILING LIGHTING SOUTH BAY LIFE SAFETY PLAN 1/4" = 1'-0"NORTH BAY 24"x24" LAY-IN EMERGENCY CEILING LIGHTING NOT AN EXIT HATCHED AREA INDICATES NET LOOSE SEATING AREA NN NN EXISTING 1-HR. FIRE RATED WALL TO REMAIN NEW ADA DRINKING FOUNTAIN ãCOPYRIGHT A0.2 LIFE SAFETY PLAN SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 DIM. FLOOR PLAN NOTES 1.DIMENSIONS GOVERNED BY EXISTING CONDITIONS ARE APPROXIMATE. ALL SUCH DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO PROCEEDING WITH ANY WORK. SHOULD CONDITIONS OR DIMENSIONS VARY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING. USE FIGURED DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE DIMENSIONS ARE SHOWN WITH A "±", ADJUSTMENTS MAY BE MADE TO SUIT FIELD CONDITIONS. 2.VERIFY ALL OPENING DIMENSIONS WITH PRE-FAB STEEL BUILDING DRAWINGS BEFORE PROCEEDING WITH WORK. NOTIFY ARCHITECT OF DISCREPANCIES, CONFLICTS, AND MODIFICATIONS. 3.COLUMN LINES ARE TO CENTERLINE OF COLUMNS. 4.ALL DIMENSIONS FOR DRYWALL PARTITIONS ARE TO FACE OF GYPSUM BOARD OR CEMENT BOARD, UNLESS NOTED OTHERWISE. 5.ALL DIMENSIONS FOR OPENINGS ARE NOMINAL. COORDINATE ACTUAL DIMENSIONS WITH OPENING SIZES AND DETAILS. 6.LOCATE DOORS 4" FROM BACK OF FRAME TO END OF PARTITION IN WHICH DOOR IS INCORPORATED, UNLESS NOTED OTHERWISE. 7.WHERE DIFFERENT PARTITION TYPES OF VARYING WIDTHS EXIST ADJACENT TO ONE ANOTHER, THE FRAMING SHALL ACCOMMODATE A SMOOTH AND CONTINUOUS SURFACE ACROSS PARTITION TYPES. 8.DIMENSIONS NOTATED WITH A +/- ARE APPROXIMATE. NOTIFY ARCHITECT IF THE FIELD MEASUREMENT DIFFERS BY GREATER THAN 2". DIM. FLR. PLAN 1/4" = 1'-0"SOUTH BAY DIM. FLR. PLAN 1/4" = 1'-0"NORTH BAY NN NN 11 D D C B A A 10 9 C.2A.9 SIMULATOR AREA 100 OFFICE #1 101 OFFICE #2 102 BREAKROOM 103 UTILITY ROOM 104 R.R. 105 R.R. 106 MGMT. OFFICE #1 107 MGMT. OFFICE #2 108 CONF. RM. 109 RECEPT. AREA 110 TRAINING #1 112 CORR. 111 TRAINING #2 113 TRAINING #3 114 TRAINING #4 115 FOYER 117 CORR. 118UTIL. RM. 119 R.R. 120 R.R. 121 PILOT BRIEFING RM. 123 CORR. 122 2 A A A.8 A.8 B.8 A.8 3 4 5 6 RECEPT. OFFICE 116 ãCOPYRIGHT A1.0 DIM. FLOOR PLAN SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 NORTH AND SOUTH BAYS 1.HATCHED AREAS INDICATE NEW STUD WALLS. REFER TO PARTITION TYPES. NEW WALLS IN LINE WITH OR INFILLED TO AN EXISTING WALL SHALL BE FINISHED TO PROVIDE A SEAMLESS TRANSITION. REFER TO PARTITION TYPES. ALL WALLS TO BE PREPPED AS NECESSARY FOR PROPOSED FINISHES. REFER TO FINISH SCHEDULE. 2.CROSSHATCHING INDICATES 1-HOUR RATED WALL UL 419. REFER TO PARTITION DETAILS AND UL DESCRIPTION. 3.PREP EXISTING WALLS IN NEWLY CONFIGURED SPACES FOR NEW FINISHES 3A REMOVE EXIST. GYP. BD. ON CORRIDOR SIDE OF EXIST. WALL AND INFILL EXIST. METAL STUDS W/ WOOD FRAMING FROM FLOOR TO TOP TRACK 4.REFER TO WALL DETAILS FOR FURRING @ STEEL COLUMNS AND EXISTING EXTERIOR METAL BUILDING WALL. 5.PREP EXISTING CONCRETE SLAB AS REQUIRED FOR NEW FLOOR FINISHES. 6.NEW CABINETRY AND BAR SINK. REFER TO INTERIOR ELEVATIONS AND PLUMBING PLANS. FLOOR PLAN KEY NOTES FLOOR PLAN LEGEND P# D###DOOR TAG- REFER TO DOOR SCHEDULE EXISTING WALL TO REMAIN INFILL EXIST. METAL STUD WALL W.\/ WD. FRAMING DIM. FLOOR PLAN 1/4" = 1'-0"SOUTH BAY DIM. FLOOR PLAN 1/4" = 1'-0"NORTH BAY NN NN D100A D100B D102 D106 D103A D104 D103B D101 D105 D122 D111 D123 D121 D119 D116 D115 D109 D120 D108 D107 D114 D113 D112 D117 ROOM NUMBER AND ROOM NAME PARTITION TYPE MANEUVERING CLEARANCES AT DOORS AND TOILET RO0M FIXTURES REFER TO PARTITION TYPE SCHEDULES ROOM NAME XXXX NEW METAL FRAME WALL P7 P1 P1 P1 P1 P1 P1 P1 P3 P2 P2 P2 P2 P2 P2P2P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P5 P5 P5 P5 P5 P8 P9 P9 P9 P7 P7 P7 P5 P5 P6 P6 P5 P4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 3 1 1 1 11 1 1 1111 1 1 1 4 1 4 1 1 1 1 1 1 1 1 1 1 1 1111 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 33 3 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 1.BATHROOMS AND UTILITY ROOMS ARE EXISTING AND NO WORK IS PROPOSED FOR THESE AREAS. THERE ARE NO MODIFICATIONS TO EXISTING ACCESSIBLY FIXTURES AND ACCESSORIES PROPOSED. 2.REPAIR/ INFILL ANY DAMAGES OR TEMPORARY OPENINGS IN EXISTING 1-HR RATED ASSEMBLY SO AS TO MAINTAIN THE 1-HR FIRE RATED ASSEMBLY. 3.PREP ALL EXISTING WALLS AND CONCRETE SLAB AS REQUIRED FOR NEW FINISHES. REFER TO FINISH SCHEDULE. FLOOR PLAN NOTES 6 AA WINDOW TAG- REFER TO WINDOW ELEVATION AA ENLARGED FLOOR PLAN 1/2" = 1'-0"HVAC EQUIPMENT PLATFORM FRAMING PLAN 7. 18 GA METAL STUDS W/ 2x WOOD BLOCKING INFILL 8.PROVIDE 2x WOOD PLATE ATTACHED TO THE TOP OF THE EXISTING RESTROOM WALLS W/ 1/2" LAG BOLTS @ 24" O.C. PLATE TO FOLLOW EXISTING RESTROOM WALL TOP INCLUDING ALCOVE AT DRINKING FOUNTAIN 9.INSTALL NEW KNEE WALL OVER EXISTING RESTROOM WALL TO 12'-6" HIGH. SHEATH WALL ON CORRIDOR SIDE W/ 5 8" GYP. BOARD. PROVIDE SEAMLESS TRANSITION BETWEEN EXISTING AND NEW WALL. PROVIDE DIAGONAL BRACING AS SPECIFIED IN PARTITION TYPES. 10.2x8 WOOD NAILER. ATTACH TO EACH METAL STUD W/ (2) 5/8" LAG BOLTS 11.2x8 WOOD JOISTS EVENLY SPACED WITH MAX SPACING @ 24" O.C. ATTACH TO NEW 2x8 NAILER W/ SIMPSON HU28 AND TO NEW WOOD PLATE AT RESTROOM W/ SIMPSON A35 FRAMING ANGLE 12.INSTALL 3/4" EXTERIOR GRADE PLYWOOD SHEATHING TO PROVIDE DECKING FOR NEW HVAC PLATFORM. USE #10 RING SHANK NAILS @ 12" O.C. 13.NEW ADA DRINKING FOUNTAIN (BELOW) REFER TO PLUMBING PLANS ENLARGED FLR. PLAN KEY NOTES 7 8 8 8 8 88 9 10 11111111 11 11 11 11 12 12 3A NEW ADA DRINKING FOUNTAIN 11 D D C B A A 10 9 C.2A.9 SIMULATOR AREA 100 OFFICE #1 101 OFFICE #2 102 BREAKROOM 103 UTILITY ROOM 104 R.R. 105 R.R. 106 MGMT. OFFICE #1 107 MGMT. OFFICE #2 108 CONF. RM. 109 RECEPT. AREA 110 TRAINING #1 112 CORR. 111 TRAINING #2 113 TRAINING #3 114 TRAINING #4 115 FOYER 117 CORR. 118UTIL. RM. 119 R.R. 120 R.R. 121 PILOT BRIEFING RM. 123 CORR. 122 2 A A A.8 A.8 B.8 A.8 3 4 5 6 RECEPT. OFFICE 116 CORR. 118UTIL. RM. 119 R.R. 120 R.R. 121 ãCOPYRIGHT A1.1 NOTE FLOOR PLAN SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 AND BATTERY BACK-UP REFLECTED CEILING PLAN LEGEND X'-X"CEILING HEIGHT NEW LED WALL SCONCE NEW LED RECESSED CAN LIGHT REFLECTED CEILING NOTES 1.NEW CEILINGS AND SOFFITS TO BE HARD FRAMED GYP. BOARD, ATTACHED TO AND SUPPORTED BY 3 1/2" VERTICAL 20GA METAL STUD STRUTS @ 4-0" O.C. MAX SPACING TYP. @ EA. ROOF PURLIN W/ MIDSPAN BRACING @ 48" VERT. AND 3 1/2" 20GA METAL STUD NAILER ATTACHED TO VERTICAL STRUTS AND HORIZONTAL 3 1/2" 20 GA METAL STUD CEILING FRAMING @ MAX SPACING OF 16" O.C. FIELD VERIFY EXISTING STRUCTURE PRIOR TO NEW CEILING INSTALLATION. FOR ALL METAL STUD TO METAL STUD CONNECTIONS USE #10 TEK SCREWS PER CONNECTION TABLE IN STRUCTURAL SHEETS. 2.REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE INFORMATION. 3.ALL RECESSED CANS LOCATED IN CEILING GRID (IF APPLICABLE) SHALL BE CENTERED ON TILE UNLESS NOTED OTHERWISE. 4.GENERAL CONTRACTOR SHALL CONFIRM ALL CEILING HEIGHTS. COORDINATE WITH EXISTING CONDITIONS. NOTIFY ARCHITECT IF SPECIFIED HEIGHT CANNOT BE ACHEIVED DUE TO ENCROACHMENT OF EXISTING SYSTEMS. 5.ALL CEILING HEIGHTS ARE MEASURED FROM FINISHED FLOOR TO FINISHED CEILING SURFACES, TYP. 6.ALL GYP. BOARD CEILINGS AND SOFFITS SHALL RECEIVE A SMOOTH LEVEL 4 FINISH UNLESS NOTED OTHERWISE. 7.ALL CEILING DIFFUSERS AND SPEAKER GRILLS TO BE PAINTED TO MATCH CEILING IN WHICH THEY ARE INSTALLED. UNLESS DIRECTED OTHERWISE BY CONTRACTOR OR OWNER. 8.REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF FIRE ALARMS AND SMOKE DETECTORS NOT SHOWN ON THIS PLAN. 9.WALL SCONCES WITH A PROJECTION GREATER THAN 4" SHALL NOT BE MOUNTED LESS THAN 80" A.F.F. 10.REFER TO FINISH SCHEDULE FOR CEILING FINISHES. NEW LED WALL SCONCEJ J NEW CEILING JUNCTION BOX WALL MOUNTED EMERGENCY LIGHT EXISTING EMERGENCY EXIT LIGHTING EMERGENCY EXTERIOR WALL PACK SUSPENDED 12"x48" EMERGENCY CEILING LIGHTING 24"x24" LAY-IN EMERGENCY CEILING LIGHTING SUSPENDED 12"x48" CEILING LIGHTING 24"x24" LAY-IN CEILING LIGHTING OPEN EXIST. EXIST. 8'-0" EXIST. 8'-0" 8'-0" OPEN EXIST. SURFACE MOUNTED 12"x48" CEILING LIGHTING 8'-0" EXIST. EXIST.EXIST. 8'-0" 7'-0" HDR. HT. 12'-0" 12'-0" 12'-0"12'-0" 10'-0" 10'-0" 8'-0" 12'-0" 10'-0" 10'-0" 8'-0" 8'-0" REFELCTED CLG. PLAN 1/4" = 1'-0"SOUTH BAY REFLECTED CLG. PLAN 1/4" = 1'-0"NORTH BAY NN NN J J J J J J J J ãCOPYRIGHT A1.2 REFLECTED CLG. PLAN SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 LEGEND, NOTES HVAC PLATFORM SECTION 3/4"=1'-0" 1.PROVIDE DIAGONAL BRACING AT THE TOP OF ALL NEW METAL STUD WALLS. REFER TO PARTITION TYPES. 2.ALL NEW GYP. BOARD TO BE INSTALLED WITH AN 1 1/2" GAP TO FINISHED CONCRETE SLAB. 3.REFER TO FINISH SCHEDULE FOR ALL FINISHES. NOTES KNEE WALL DETAIL 3/4"=1'-0" HEADER DETAIL 3/4"=1'-0" 3/4" EXTERIOR GRADE PLYWOOD. REFER TO ENLARGED PLAN KEY NOTES FOR CONNECTIONS 2x8 WOOD JOISTS. REFER TO ENLARGED PLAN KEY NOTES FOR SPACING AND CONNECTIONS 2x4 WOOD PLATE OVER EXISTING RESTROOM WALL. REFER TO ENLARGED PLAN KEY NOTES FOR SPACING AND CONNECTIONS TOP OF 2x WOOD BLOCKING INFILL OF NEW 3 5/8" 18 GA METAL STUD WALL. PROVIDE MIDSPAN BRACING @ 4'-0" O.C. NEW ACOUSTICAL CEILING REMOVE GYP. BD. ON CORRIDOR SIDE OF EXIST. METAL STUD WALL AND INFILL MTL. STUDS W/ WOOD FRAMING FROM FLOOR TO TOP TRACK. INSTALL NEW GYP, BD. AND FINISH TO MATCH NEW WALLS NEW 3 5/8" 22 GA METAL STUD WALL. PROVIDE MIDSPAN BRACING @ 4'-0" O.C. NEW ACOUSTICAL CEILING EXISTING GYP, BOARD CLAD METAL STUD WALL TO REMAIN NEW ACOUSTICAL CEILING EXISTING CONCRETE SLAB. (FLOOR FINISHES NOT SHOWN) EXISTING CONCRETE SLAB. (FLOOR FINISHES NOT SHOWN) EXISTING CONCRETE SLAB. (FLOOR FINISHES NOT SHOWN) NEW 3 5/8" 22 GA METAL STUD WALL. PROVIDE MIDSPAN BRACING @ 4'-0" O.C. NEW ACOUSTICAL CEILING NEW ACOUSTICAL CEILING NEW 5/8" GYP. BOARD NEW 5/8" GYP. BOARD NEW 5/8" GYP. BOARD 3/4" EXTERIOR GRADE PLYWOOD. REFER TO ENLARGED PLAN KEY NOTES FOR CONNECTIONS 2x8 WOOD JOISTS. REFER TO ENLARGED PLAN KEY NOTES FOR SPACING AND CONNECTIONS ãCOPYRIGHT A3.0 SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 HVAC PLATFORM SECTIONS HVAC PLATFORM DETAILS CABINET ELEVATION 1/2"=1'-0" CABINET ELEVATION ACCENT WALL ELEVATION 1X6 POPLAR OR ENG. WOOD CROWN. PAINT FLAT BLACK 1/2"=1'-0"1/2"=1'-0" 3 A4.1 2 A4.1 1 A4.1 BREAKROOM SOUTH BAY RECEPTION AREA BAY RECEPTION AREA BAY 94.49"x25.20" FINISH TBD ACOUSTIC SLAT WOOD WALL PANEL- NATURAL FINISH WOOD VENEER UPPER WALL CABINETS FINISH AND HARDWARE TBD 4" SOLID SURFACE TRIM- SAME AS COUNTERTOP MATERIAL PAINT COLOR AND TEXTURE TBD JOHNSONITE WALL BASE- BLACK WOOD VENEER LOWER WALL CABINETS FINISH AND HARDWARE TBD PAINT COLOR AND TEXTURE TBD TBD SOLID SURFACE COUNTERTOP AND BACKSPLASH AREA CUT-OUT FOR TV INSTALLATION-PAINT FLAT BLACK WOOD VENEER UPPER WALL CABINETS FINISH AND HARDWARE TBD 1.PROVIDE PLYWOOD BLOCKING AS REQUIRED FOR ALL CABINETRY AND TV MOUNTING. 2.PLYWOOD BLOCKING FOR TV MOUNT SHALL BE PAINTED FLAT BLACK. 3.COUNTERTOP MATERAIL SHALL BE APPROVED BY OWNER AND ARCHITECT. CABINET NOTES THE FLOOR MAXIMUM ADJUSTABLE PLYWOOD ADJUSTABLE SHELF, LOCATE TOP OF SHELF 9" ABOVE SHELVES, TYP. CABINET PULL, TYP. EDGE BANDED SOFTEN EDGES PLYWOOD SHELVES 4" X 5/16" DIAM. CABINET PULL, TYP. EDGE BANDED ADJUSTABLE CASEWORK DETAIL 1 1/2" = 1'-0"5 RECEPTION AREA VENEER W/ WOOD 3/4" DOORS LAM., TYP. W/ PLASTIC 3/4" DOORS SOLID SURFACE CABINET PULL, TYP. CASEWORK DETAIL 1 1/2" = 1'-0" BREAKROOM/ RECEPTION AREA LAM., TYP. W/ PLASTIC 3/4" DOORS A4.1 CASEWORK DETAIL 1 1/2" = 1'-0" TYPICAL BREAKROOM CABINET 4 6 CABINET PULL, TYP. EDGE BANDED ADJUSTABLE PLYWOOD SHELVES, TYP. ADJUSTABLE SHELF, LOCATE TOP OF SHELF 9" ABOVE THE FLOOR MAXIMUM LAM., TYP. W/ PLASTIC 3/4" DOORS OR EQUAL COUNTER/ BACK SPLASH LAM., TYP. SINK BASE CABINET TYPICAL BASE CABINET WITH DRAWER AND UPPER CABINET SOFTEN EDGES SOFTEN EDGES SOLID SURFACE OR EQUAL COUNTER/ BACK SPLASH SOLID SURFACE OR EQUAL COUNTER/ BACK SPLASH ãCOPYRIGHT A4.0 INTERIOR ELEVATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 CABINET DETAILS RECEPTION COUNTER ELEVATION 1/2"=1'-0" RECEPTION COUNTER SECTION FRONT LONGITUDINAL 1 1/2"=1'-0" RECEPTION COUNTER ELEVATION 1/2"=1'-0"LEFT SIDE RECEPTION COUNTER ELEVATION 1/2"=1'-0"REAR COUNTER FRAMING PLAN 1/2"=1'-0"RECEPTION COUNTER RECEPTION COUNTER SECTION TRANSVERSE 1 1/2"=1'-0" RECEPTION COUNTER SECTION AT ACCESSIBLE COUNTER 1 1/2"=1'-0" 1X6 POPLAR OR ENG. WOOD CROWN. PAINT FLAT BLACK 2'x4' FINISH TBD ACOUSTIC SLAT WOOD WALL PANEL- NATURAL FINISH TBD SOLID SURFACE COUNTERTOP PAINT COLOR AND TEXTURE TBD JOHNSONITE WALL BASE- BLACK 1X6 POPLAR OR ENG. WOOD CROWN. PAINT FLAT BLACK 2'x4' FINISH TBD ACOUSTIC SLAT WOOD WALL PANEL- NATURAL FINISH TBD SOLID SURFACE COUNTERTOP PAINT COLOR AND TEXTURE TBD JOHNSONITE WALL BASE- BLACK TBD SOLID SURFACE COUNTERTOP ADJUSTABLE SHELVING TBD SOLID SURFACE COUNTERTOP 2X6 WOOD STUD DIE WALL FRAMING W/ STUDS @ MAX SPACING 16" O.C. P.T. 2x6 BOTTOM PLATE ATTACHED TO EXIST. CONC. SLAB W/ 5/8" CONCRETE ANCHORS- (1) @ EA. END OF DIE WALL LEG AND BALANCE EVENLY SPACED W/ MAX SPACING 24" O.C. AND 2x6 TOP PLATE USE A35 FRAMING ANGLES 1/2" PLYWOOD SHEATHING PAINT FINISH VENEER. STOP SHEATHING 1" OFF OF EXISTING CONCRETE SLAB. PAINT PLYWOOD SHEATHING ON DESK SIDE FLAT BLACK 2'x4' FINISH TBD ACOUSTIC SLAT WOOD WALL PANEL- NATURAL FINISH JOHNSONITE WALL BASE- BLACK ADJUSTABLE SHELVING TBD SOLID SURFACE COUNTERTOP 2X6 WOOD STUD DIE WALL FRAMING W/ STUDS @ MAX SPACING 16" O.C. P.T. 2x6 BOTTOM PLATE ATTACHED TO EXIST. CONC. SLAB W/ 5/8" CONCRETE ANCHORS- (1) @ EA. END OF DIE WALL LEG AND BALANCE EVENLY SPACED W/ MAX SPACING 24" O.C. AND 2x6 TOP PLATE USE A35 FRAMING ANGLES 1/2" PLYWOOD SHEATHING PAINT FINISH VENEER. STOP SHEATHING 1" OFF OF EXISTING CONCRETE SLAB. PAINT PLYWOOD SHEATHING ON DESK SIDE FLAT BLACK 2'x4' FINISH TBD ACOUSTIC SLAT WOOD WALL PANEL- NATURAL FINISH JOHNSONITE WALL BASE- BLACK 1/2" PLYWOOD SHEATHING PAINT FINISH VENEER. STOP SHEATHING 1" OFF OF EXISTING CONCRETE SLAB. PAINT PLYWOOD SHEATHING ON DESK SIDE FLAT BLACK JOHNSONITE WALL BASE- BLACK 2'x4' FINISH TBD ACOUSTIC SLAT WOOD WALL PANEL- NATURAL FINISH TBD SOLID SURFACE COUNTERTOP 1.PROVIDE P.T. WOOD BOTTOM PLATE ON SEALANT BED FRAMING FOR ALL WOOD IN CONTACT WITH CONCRETE. 2.1/2" PAINT GRADE PLYWOOD SHEATHING SHALL BE USED FOR ALL RECEPTION DESK FRAME CLADDING. 3.COUNTERTOP MATERIAL SHALL BE APPROVED BY OWNER AND DESIGNER. 4.ALL VENEERED WOOD SHALL MATCH COLOR AND FINISH AS CLOSELY AS POSSIBLE. RECEPT. DESK FRAMING NOTES ãCOPYRIGHT A4.0 INTERIOR ELEVATIONS SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 CABINET DETAILS DOOR AND HARDWARE NOTES: 1.DOOR HARDWARE SHALL COMPLY WITH FBC 2020 7TH EDITION ACCESSIBILITY CODE REQUIREMENTS. 2.HARDWARE SHALL BE ADJUSTED TO 7 LBS. PULL LEVER PRESSURE AND 5 LBS. PUSH PRESSURE PER FBC ACCESSIBILITY CODE. 3.REFER TO SPECIFICATIONS FOR DOOR GRADE AND DESIGN CRITERIA. 4.EXISTING STOREFRONT AND REAR DOORS TO BE RE-KEYED AS PER SPECIFICATIONS. 5.REFER TO SPECIFICATIONS FOR ALL DOOR HARDWARE CRITERIA. 6.USE SPECIFIED HARDWARE OR EQUAL. MANUFACTURER LIST CODE NAME BE BEST ACCESS SYSTEMS ST STANLEY SH STANLEY COMMERCIAL HARDWARE NA NATIONAL GUARD PE PEMKO IC IVES FINISH LIST CODE DESCRIPTION 630 SATIN STAINLESS STEEL 626 SATIN CHROMINUM PLATED US26D CHROMIUM PLATED DULL US32D STAINLESS STEEL DULL AL ALUMINUM D100B D102 S C H E D U L E O F D O O R S D101 D103B D104 D108 D111 D112 D113 D114 D115 D119 D120 D116 D105 D106 STUD AND RUNNER 3 5/8" 16 GA METAL CONTINUOUS NESTED CONTINUOUS METAL RUNNER EACH SIDE 5/8" GYPSUM BOARD 16 GA METAL STUDS @ 16" O.C. WOOD FRAME ABOVE WOOD FRAME JAMB AND TRIM 5/8" GYPSUM BOARD EACH SIDE STUDS TO STRUCTURE 2- 16 GA METAL TYP. DOOR HOLLOW WOOD FRAME HEAD DETAIL1 JAMB DETAIL2 3" = 1'-0"3" = 1'-0" TYP. DOOR HOLLOW WOOD FRAME HEAD AND TRIM D107 HARDWARE SETS SET #1 (EXISTING HARDWARE TO REMAIN- ADD PANIC DEVICE) EXT. DOORS DOORS: D100A, D100B, D111, D117 EXIT DEVICE QED115 HC 626 SH SET #2 (EXISTING FIRE RATED HARDWARE TO REMAIN) DOORS TO AIRPLANE HANGAR DOORS: D103B, D122 SET #3 (EXISTING HARDWARE TO REMAIN) BATHROOMS, UTILITY ROOMS DOORS: D104, D105, D106, D119, D120, D121 SET #4 OFFICES, TRAINING ROOMS DOORS: D101, D102, D103A, D107, D108, D112, D113, D114, D115, D123 3 HINGES FBB179 4 1/2" X 4 1/2" US26D ST 1 PRIVACY SET QCL170 626 SH 1 WALL STOP 1270CVSV 626 SH SET #5 CONFERENCE ROOM DOORS: D109 3 HINGES EA, DR.FBB179 4 1/2" X 4 1/2" US26D ST 1 PRIVACY SET QCL140 E 626 SH 1 DOOR CLOSER QDC119 689 SH 1 FLUSH BOLTS SB1630-B US26D IV DOOR SCHEDULE NOTES 1.ALL DOOR SIZES ARE JAMB OPENING SIZES. 2.EXISTING EXTERIOR DOORS, REKEY CYLINDER LOCKS AS REQUIRED. 3.EXISTING FIRE RATED DOORS TO ADJACENT AIRPLANE HANGER TO REMAIN. REKEY CYLINDER LOCKS AS REQUIRED. 4.ALL UNDERCUT DOOR REQUIREMENTS FOR VARYING CARPET THICKNESS, TILE FLOORING ETC. SHALL BE VARIED AND PROPERLY COORDINATED. 5.TYPICAL DOORS BEVEL TO BE 1/8" IN 2" U.N.O. BY THE HARDWARE TEMPLATE REQUIREMENTS. 6.ALL LABELED DOORS AND DOORS IN RATED WALLS SHALL BE SELF CLOSING AND HAVE SIMILAR LABELED FRAMES. 7.HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED AT 38" ABOVE THE FINISHED FLOOR. 8.ALL FLUSH BOLTS AND ASTRAGALS ARE TO BE INSTALLED FLUSH TO DOOR SLAB. BOLT SLOTS TO BE INSTALLED FLUSH WITH FINISHED FLOORING. PROVIDE ADJUSTMENT ACCESS AS REQUIRED. 9.ALL STEEL DOORS AND FRAMES TO BE PAINTED UNLESS NOTED OTHERWISE. 10.DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN THE WALL SHOWN OR LOCATED 4" FROM FINISH WALL TO FINISH JAMB. ALL DOOR WIDTH DIMENSIONS ON FLOOR PLANS ARE FOR SIZE OF DOOR ONLY, AND DO NOT INCLUDE DOOR FRAME OR SHIM SPACE. 9.BACK PRIME ALL HOLLOW METAL FRAMES SCHEDULED TO BE GROUT FILLED WHEN INSTALLED IN CONCRETE OR MASONRY. 10.FIELD VERIFY EXISTING OPENINGS AND STRUCTURES FOR NEW DOORS LOCATED REPLACING EXISTING DOORS. 11.NEW INTERIOR FRENCH DOORS SHALL BE KAWNEER, OR APPROVED EQUAL, ALUMINUM TEMPERED GLAZING WITH PERMAFLUOR ARCHITECTURAL FINISH. 12.PROVIDE HINGE EXTENSIONS AND DOOR CLOSER TO ALLOW FOR 180° DOOR SWING. 13.FIRE RATED DOOR- STEELCRAFT 1 HOUR RATED L SERIES 18 GA. DOOR AND F10 16 GA. FLUSH MOUNT GALVANIZED STEEL FRAME. INSTALL PER MANUFACTURERS SPECS. 14.EXISTING DOORS TO BE REUSED SHALL BE REPAIRED AND PREPPED FOR NEW FINISHES. 15.ALL NEW EXTERIOR DOORS SHALL BE IMPACT RATED AND MEET FBC 2020 7TH EDITION DESIGN CRITERIA. 16.INTERIOR WOOD FIRE RATED DOORS SHALL BE USA FIRE DOOR OR ARCHITECT APPROVED EQUAL. 17.20 MIN. FIRE RATED WOOD OR METAL DOOR AND METAL FRAME. 18.NON- FIRE RATED HOLLOW METAL FRAMES ARE AN ACCEPTABLE SUBSTITUTE FOR WOOD DOOR FRAMES. D109 D117 D100A D121 D122 D123 METAL DOOR FRAMES FOR FIRE RATED DOORS SHALL BE MEET THE SAME FIRE ASSEMBLY RATING AS THE DOORS. D103A TYPE A TYPE F FULL FLUSH HOLLOW METAL FRENCH DRS. DOOR OPENING ELEVATIONS (HOLLOW METAL FRAME) (EXIST.) HOLLOW METAL DR. 1.REFER TO CLADDING AND COMPONENT TABLE FOR WIND DESIGN LOAD PRESSURES SHEET S0/1. (HOLLOW METAL FRAME) TYPE B (EXIST.) FIRE RATED DR. (HOLLOW METAL FRAME) TYPE C (HOLLOW METAL FRAME) TYPE G ALUMINUM SLIDING GLASS DR. (FRAME PER MANF.) TYPE D SOLID CORE WD. DR. (HOLLOW METAL FRAME) HOLLOW METAL DR. TYPE E (EXIST.) SOLID CORE WD. DR. (HOLLOW METAL FRAME) WINDOW OPENING ELEVATIONS A1 FIXED GLASS WINDOW 1.ALL WINDOW FRAMES TO BE POWDER COATED WHITE FACTORY FINISH ALUMINUM. 2.REFER TO CLADDING AND COMPONENT TABLE FOR WIND DESIGN LOAD PRESSURES SHEET S0/1. SCHEDULE OF GLAZING MATERIALS G1 TEMPERED GLASS ãCOPYRIGHT A5.0 DOOR/ WINDOW SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 HARDWARE SCHEDULES A107 ROOM FINISH SCHEDULE NUMBER ROOM NAME FLOOR BASE WALLS CEILING COMMENTS SIMULATOR AREAA100 A101 OFFICE #1 A102 A105 WOMENS RESTROOMA106 MGMT. OFFICE #1 A108 EPOXY SIGNAGE --- ACT-1 EXIST. DOOR SIGN FINISHMATERIAL FINISHMATERIALMATERIALFINISH EPOXY TILE PAINT WHITE MENS RESTROOM SEE SCHEDULE NOTE 4 CPT-1 DOOR SIGN A116 A109 A110 A111 A112 A113 A114 A115 A117 A118 A119 A120 A121 A122 RECEPTION AREA CORRIDOR UTILITY ROOM FOYER CORRIDOR 1.ALL FINISHES SHALL BE CLASS B OR HIGHER. 2.ALL FLOORING SHALL COMPLY WITH FRICTION RESISTANCE CODES 3.ALL FINISHES SHALL BE APPROVED BY THE DESIGNER AND OWNER. FINISH SCHEDULE NOTES FLOOR FINISHES CT-1 CERAMIC TILE SIZE: 24"x48" COLOR: TBD CPT-1 CARPET TILE BASIS OF DESIGN: TACK TILES- NO GLUE SIZE: TBD COLOR: TBD WALL BASE FINISHES B-1 BASE: JOHNSONITE- RUBBER, BASIS OF DESIGN: SIZE: 4" COLOR: BLACK AW-1 DECORATIVE WALL: SLATPANEL ACOUSTIC WALL PANELS SIZE: 2'x8' WALL PANEL AT ACCENT WALL RECEPTION AREA SIZE: 2'x4' RECEPTION DESK WT-1 DECORATIVE WALL TRIM: COUNTERTOP SOLID SURFACE, TOP @ ±4'-0" A.F.F. AT BOTTOM OF SLATPANEL SIZE: 4" WIDE CONT. HORIZ. WALL FINISHES GWB-4 GYPSUM WALLBOARD, LEVEL 4 JOINT COMPOUND FINISH. FINAL APPEARANCE SHALL HAVE NO MARKS OR RIDGES. READY FOR PRIMING, PAINT P-1 SHERWIN WILLIAMS TEXTURE: SMOOTH COLOR: TBD CEILING FINISHES ACT-1 ARMSTRONG CEILING TILE FOR NARROW GRID SIZE: 24"x24" COLOR: WHITE TR-1 POPLAR OR ENG. LUMBER FRIEZE BAND SIZE: 1x6 FINISH: PAINT COLOR: FLAT BLACK FINISH SELECTION SCHEDULEGWB-4 FINISH SCHEDULE NOTES: 1.ALL FINISHES SHALL BE SELECTED BY OWNER UNLESS NOTED OTHERWISE. ALL FINISHES SHALL BE CLASS BE OR BETTER AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. 2.PREP ALL AREAS AS REQUIRED PRIOR TO INSTALLATION OF FINISHES. 3.EXIST. BASE AND GYP. WALLS TO REMAIN. PATCH, REPAIR AND REPAINT AS REQ' D. 4.EXIST. FINISH WALLS TO REMAIN. PATCH, REPAIR AND REPAINT AS REQ' D. NEW WALL INFILL FINISHES TO MATCH EXISTING OR SPECIFIED NEW FINISHES. 5.ROOM DESIGNED WITH CHAIR RAIL AT 3'-0" ABOVE FIN. FLOOR (IF APPLICABLE). 6.DOOR SIGNS SHALL HAVE BRAILLE AS WELL AS ALPHABETICAL LETTERS. REFER ACCESSIBLE BATHROOM SIGN ELEVATION AND SPECS. PER SHEET A0.1. COORDINATE WITH OWNER. 7.ANY CHANGES TO FINISHES MUST COMPLY WITH FINISH CLASS TYPE PER NFPA 2021 101 LIFE SAFETY CODE CHAPTER 10. 8.NO WORK IS PROJECTED WITHIN THIS AREA. 9.ACCENT WALL IN RECEPTION AREA TO BE DECORATIVE SLATPANEL ACOUSTIC WALL PANEL AND SOLID SURFACE HORIZ. CHAIR RAIL/ TRIM. B-1 DOOR SIGN DOOR SIGN DOOR SIGN DOOR SIGN --- FLOOR FINISH TRANSITIONS NOTES: 1.ALL TRANSITIONS SHALL BE SCHLUTER OR APPROVED EQUAL. 2.ALL TRANSITIONS SHALL BE ADA COMPLIANT. PAINT CPT-1 TILE PAINT CARPET PAINTGWB-4 CONFERENCE ROOM PAINTGWB-4 CERAMIC GWB-SLT-1 PAINT/ WOOD TRAINING #1 --- --- --- --- CPT-1 CPT-1 CT-1 B-1 B-1 B-1 1/2" = 1'-0"TYPICAL NORTH BAY TYP. CARPET TO TILE TRANSITION 1/2" = 1'-0"TYPICAL SOUTH BAY TYP. CARPET TO EPOXY TRANSITION B-1 B-1 GWB-4 GWB-4 OPEN TO STRUCT.BLACK ACT-1 WHITE DOOR SIGN BREAKROOMA103 PAINT DOOR SIGNGWB-4B-1 ACT-1 WHITE OFFICE #2 EPOXY EPOXY UTILITY ROOMA104 DOOR SIGNEXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. SOUTH BAY NORTH BAY A123 --- EXIST. EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. SEE SCHEDULE NOTE 8 SEE SCHEDULE NOTE 8 SEE SCHEDULE NOTE 8 ACT-1 WHITE MGMT. OFFICE #2 CARPET PAINTGWB-4CPT-1 B-1 ACT-1 WHITE CARPET DOOR SIGNACT-1 WHITE ACT-1 WHITE --- TRIM TR-1 TRIM WT-1 TRANSITIONS CERAMIC GWB-SLT-1 PAINT/ WOODCT-1 B-1 ACT-1 WHITE ---TR-1 PAINTGWB-4CPT-1 B-1CARPET DOOR SIGNACT-1 WHITE PAINTGWB-4CPT-1 B-1CARPET DOOR SIGNACT-1 WHITE PAINTGWB-4CPT-1 B-1CARPET DOOR SIGNACT-1 WHITE TRAINING #2 TRAINING #3 TRAINING #4 PAINTGWB-4CPT-1 B-1CARPET ACT-1 WHITE PAINTGWB-4CPT-1 B-1CARPET ACT-1 WHITERECEPTION OFFICE CERAMIC GWB-SLT-1 PAINT/ WOODCT-1 B-1 ACT-1 WHITE ---TR-1 CERAMIC GWB-SLT-1 PAINT/ WOODCT-1 B-1 ACT-1 WHITE EXIST. DOOR SIGNEXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. EXIST. EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. SEE SCHEDULE NOTE 8 SEE SCHEDULE NOTE 8 SEE SCHEDULE NOTE 8WOMENS RESTROOM MENS RESTROOM CORRIDOR CERAMIC GWB-SLT-1 PAINT/ WOODCT-1 B-1 ACT-1 WHITE ---TR-1 DOOR SIGNPAINTGWB-4CPT-1 B-1CARPET ACT-1 WHITEPILOT BRIEFING ROOM SEE SCHEDULE NOTE 5,9 CARPET TILE RENO-TK SCHLUTER TRANSITION TILE FLOORING CARPET TILE SCHIENE A30 SCHLUTER TRANSITION EPOXY FLOORING FLOOR FINISH LEGEND TR-1 EXISTING TILE FLOORING TO REMAIN NEW 24"x48" TILE FLOOR LAYOUT NEW EPOXY FLOORING NEW 24"x24" CARPET TILE 1/8" = 1'-0"TYPICAL SOUTH BAY FLOOR FINISH PLAN 1/8" = 1'-0"TYPICAL NORTH BAY FLOOR FINISH PLAN 11 D D C B A A 10 9 C.2A.9 SIMULATOR AREA 100 OFFICE #1 101 OFFICE #2 102 BREAKROOM 103 UTILITY ROOM 104 R.R. 105 R.R. 106 MGMT. OFFICE #1 107 MGMT. OFFICE #2 108 CONF. RM. 109 RECEPT. AREA 110 TRAINING #1 112 CORR. 111 TRAINING #2 113 TRAINING #3 114 TRAINING #4 115 FOYER 117CORR. 118UTIL. RM. 119 R.R. 120 R.R. 121 PILOT BRIEFING RM. 123 CORR. 122 2 A A A.8 A.8 B.8 A.8 3 4 5 6 RECEPT. OFFICE 116 ãCOPYRIGHT A6.0 SE B A S T I A N H A N G A R S P A C E F I T O U T REVISION: DRAWN BY: WRG DATE: SHEET TITLE: SE B A S T I A N , F L O R I D A Pr o j e c t N o . : 2 3 1 6 2 SHEET NAME 32 9 5 8 05-10-24 SO U T H A N D N O R T H B A Y S O F H A N G A R D GRAY DESIGN 1060 MEADOWBROOK RD. NE PALM BAY, FL. 34905 (561) 827-5460 STUDIO COPYRIGHT ©2021 BY GRAY DESIGN STUDIO ALL RIGHTS RESERVED. SE B A S T I A N M U N I C I P A L A I R P O R T ANTHONY MAZZA 16619 MOONER PLANK CIR. WIMAUMA, FL. 32958 mazzaarchitect1@gmail.com (321) 917-5468 FINISH DETAILS FINISH SCHEDULE