Greene County Lewis A. Jackson Regional Airport

1 2 3 4 5 6 7

GREENE COUNTY LEWIS A. JACKSON REGIONAL AIRPORT ARCHITECTURE ENGINEERING GEOSPATIAL 4454 Idea Center Blvd Dayton, OH 45430 -1500 937.461.5660 TERMINAL EXTERIOR RENOVATION E Fax: 937.461.0743

PROJECT TEAM PROJECT IMAGE Sheet Number Sheet Name

G-001 COVER G-003 STRUCTURAL GENERAL NOTES AD001 DEMOLITION GENERAL NOTES AD101 OVERALL FIRST FLOOR DEMOLITION PLAN

4454 IDEAS CENTER BLVD A-001 SYMBOLS AND ABBREVIATIONS DAYTON, OH 45430 A-101 OVERALL FLOOR PLAN A-201 BUILDING ELEVATIONS A-311 WALL SECTIONS A-601 DOOR SCHEDULE,TYPES & DETAILS D

CODE INFORMATION

CODE USED: 2017 OHIO BUILDING CODE

EXISTING CONSTRUCTION TYPE: IIB

EXISTING OCCUPANCY: MIXED USED, A -3 (TERMINAL B (TENANT SPACE0 AND S -1 (HANGAR)

A-3: 2,425/9500 = 0.255 B: 2,400/23,000 = 0.104 S-1: 10,720/17,500 = 0.613 Total: 0.972 < 1.00 LOCATION MAP STAGING AREA MAP EXISTING FIRE PROTECTION: NONE EXISTING HEIGHT, 1 STORY, APPROX 30' -0"

EXISTING AREA: A -3 (APPROX 2,425 SF), B (APPROX 2,400 SF), S -1 (APPROX 10,720) C

PROJECT SITE

t SEALS

h ARCHITECTURAL

A THIS WORK WAS PREPARED BY

B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia,

_ l ME OR UNDER MY SUPERVISION

m Revisions: r VICINITY MAP

e No: Description: Date:

e r Project No: 081488 G JILL M. ELDER 1917677

a Date: 01/15/21 n STRUCTURAL

r THIS WORK WAS PREPARED BY

e Designed by: JME

T ME OR UNDER MY SUPERVISION

9 Drawn by: TTT

t Checked by: MJL

A PROJECT

A Sheet Name:

t SITE n COVER

0 Mark Mainridge E -76040 6 Sheet No:

1/15/2021 1:29:23 PM 1:29:23 1/15/2021 B G-001 iSSUE FOR PERMIT 1 2 3 4 5 6 7

DEMOLITION GENERAL NOTES GENERAL NOTES STAGING AREA GENERAL NOTES ELECTRICAL GENERAL NOTES

1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND 1. ALL PLYWOOD TO BE EXTERIOR GRADE, 5/8" THICK, AND PRESSURE TREATED. PRESERVATIVE TREATMENT BY 1. CONTRACTOR TO BE SURE ALL MATERIALS ARE SECURELY STORED AT THE SITE TO PREVENT ANY MATERIALS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE OF OHIO, AND NATIONAL CODES, SHALL AT ONCE REPORT TO THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE ERRORS, INCONSISTENCIES OR PRESSURE PROCESS: AWPA U1; USE CATEGORY UC2; USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION NOT IN BEING BLOWN ON TO AIRFIELD. RECOMMENDATIONS, REGULATIONS, AND REQUIREMENTS. WORK TO ALSO CONFORM TO THE LATEST EDITION OF ARCHITECTURE ENGINEERING GEOSPATIAL OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A CONTACT WITH GROUND, AND USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH GROUND. MARK PLYWOOD WITH THE NATIONAL ELECTRIC CODE (N.E.C.) AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO APPROPRIATE CLASSIFICATION MARKING OF AN INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING 2. CONTRACTOR TO CLEAN SITE DAILY. DUMPSTER TO BE TARPED AND COVER SECURED AT ALL TIMES. 4454 Idea Center Blvd THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL ASSUME APPROPRIATE JURISDICTION. PROVIDE FASTENERS OF TYPE 304 STAINLESS STEEL. PROVIDE FASTENERS WITH ORGANIC- 2. FOR CLARITY, THE QUANTITY OF BRANCH CIRCUIT CONDUCTORS ARE NOT SHOWN. CONTRACTOR SHALL BE Dayton, OH 45430 -1500 RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE POLYMER OR OTHER CORROSION-PROTECTIVE COATING HAVING A SALT-SPRAY RESISTANCE OF MORE THAN 800 3. CONTRACTOR IS REQUIRED TO HAVE AT LEAST ONE OF THE FOUR DOORS LABELED ON THE EXHIBIT AS DOOR RESPONSIBLE FOR PROVIDING ALL BRANCH CIRCUITRY. RECORD AS-BUILT CIRCUIT PATHS AND PRESENT 937.461.5660 COSTS FOR CORRECTION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS HOURS ACCORDING TO ASTM B117. DO NOT USE MATERIALS WITH DEFECTS THAT IMPAIR QUALITY OF SHEATHING 1, 2, 3 AND 4 SAFELY ACCESSIBLE TO THE TERMINAL THROUGH THE CONSTRUCTION SITE AT ALL TIMES, DRAWINGS FOR ENGINEER VERIFICATION WHEN REQUESTED BY ENGINEER. AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION OR PIECES THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM JOINT ARRANGEMENT. PROVIDING A SAFE PEDESTRIAN WALK PATH TO TERMINAL ACCESS DOOR AT CLEARLY MARKED WITH SIGNAGE E Fax: 937.461.0743 KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS... ARRANGE JOINTS SO THAT PIECES DO NOT SPAN BETWEEN FEWER THAN THREE SUPPORT MEMBERS. CUT PANELS AND CAUTION TAPE. 3. CONTRACTORS SHALL VISIT PROJECT SITE PRIOR TO BIDDING TO ASCERTAIN AND BECOME FAMILIAR WITH AT PENETRATIONS, EDGES, AND OTHER OBSTRUCTIONS OF WORK; FIT TIGHTLY AGAINST ABUTTING CONSTRUCTION EXISTING CONDITIONS AS THEY PERTAIN TO THE SCOPE OF WORK. CONTRACTOR SHALL VERIFY EXACT LOCATION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, GRINDING, SANDING, FILLING, FITTING OR PATCHING UNLESS OTHERWISE INDICATED. SECURELY ATTACH TO SUBSTRATE BY FASTENING AS INDICATED, COMPLYING 4. CONTRACT TO PROTECT ALL SITE LANDSCAPING DURING CONSTRUCTION. IF LANDSCAPING IS DAMAGED, AND SIZES OF ELECTRICAL EQUIPMENT AND ALL OTHER APPURTENANCES ASSOCIATED WITH THE WORK. REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY. WITH TABLE 2304.9.1, "FASTENING SCHEDULE," IN THE ICC'S INTERNATIONAL BUILDING CODE. COORDINATE CONTRACTOR WILL BE RESPONSIBLE TO REPLACE WITH LIKE PLANTS. IF RESEEDING OF GRASS AREAS IS SHEATHING INSTALLATION WITH FLASHING AND JOINT-SEALANT INSTALLATION SO THESE MATERIALS ARE REQUIRED, CONTRACTOR MUST USE APPROVED SEED MIXTURE FOR USE AT AIRPORTS. 4. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR HIS WORK. OPENINGS IN WALLS, 3. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER A PORTION OF THE WORK OR FULLY OR PARTIALLY INSTALLED IN SEQUENCE AND MANNER THAT PREVENT EXTERIOR MOISTURE FROM PASSING THROUGH COMPLETED FLOORS AND CEILINGS SHALL BE FILLED IN, PATCHED, PAINTED AND FINISHED IN A MANNER TO MATCH THE QUALITY COMPLETED CONSTRUCTION BY CUTTING, PATCHING, EXCAVATING OR OTHERWISE ALTERING SUCH ASSEMBLY. DO NOT BRIDGE BUILDING EXPANSION JOINTS; CUT AND SPACE EDGES OF PANELS TO MATCH SPACING 5. CONTRACTOR TO TEMPORARILY REMOVE ONE SECTION OF FENCING AT THE NE CORNER OF THE TERMINAL OF THE DISTURBED AREA. CONSTRUCTION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER SUCH CONSTRUCTION BY OTHER OF STRUCTURAL SUPPORT ELEMENTS. PROVIDE MATERIAL CERTIFICATE. BUILDING TO PERMIT WORK ON FACILITY. CONTRACTOR TO ERECT A TEMPORARY MEASURE AT THIS LOCATION CONTRACTORS OR BY THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE OWN FORCES EXCEPT WITH TO SECURE AIRFIELD ACCESS WHEN CONTRACTOR IS NOT ON SITE. 5. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DRILLING. WRITTEN CONSENT OF THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE AND SUCH OTHER 2. ALL WOOD BLOCKING TO COMPLY WITH DOC PS 20 AND WITH GRADING RULES OF LUMBER GRADING AGENCIES CONTRACTORS; SUCH CONSENT SHALL NOT BE UNREASONABLY WITHHELD. THE CONTRACTOR SHALL NOT CERTIFIED BY ALSC'S BOARD OF REVIEW AS APPLICABLE. IF NO GRADING AGENCY IS INDICATED, COMPLY WITH THE 6. PARKING OR LAYDOWN OF MATERIALS IS NOT PERMITTED IN ANY GRASS AREA. 6. OPENINGS IN WALLS AND FLOORS SHALL BE PLANNED AND COORDINATED WITH GENERAL CONTRACTOR FOR THE UNREASONABLY WITHHOLD FROM THE OTHER CONTRACTORS OR THE CONTRACTING OFFICER OR OWNER'S... APPLICABLE RULES OF ANY RULES-WRITING AGENCY CERTIFIED BY ALSC'S BOARD OF REVIEW. FACTORY MARK INSTALLATION OF APPROPRIATE SLEEVES. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CORE-DRILLS EACH ITEM WITH GRADE STAMP OF GRADING AGENCY. MAXIMUM MOISTURE CONTENT: AT 19 PERCENT. FASTENERS 7. CONTRACTORS ARE NOT TO ACCESS THE APRON OR AIRFIELD AT ANY TIME. REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. AND ACCESSORIES TO BE STAINLESS STEEL SHEET: ASTM A240/A240M OR ASTM A666, TYPE 304. INSTALLATION: SET 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE THAT OCCURS TO EXISTING MATERIALS, FINISHES, WORK TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED. FIT WORK TO 8. CONTRACTOR WILL NOT BE PERMITTED TO BLOCK ACCESS TO THE ATTACHED HANGAR OR PARKING AREA AT 7. ALL ROOF PENETRATIONS OR PATCHES (IF APPLICABLE) SHALL BE MADE PER ROOFING MANUFACTURER WARRANTY EQUIPMENT, ETC. TO REMAIN AS A RESULT OF THE CONTRACTOR'S WORK. IF DAMAGE TO EXISTING MATERIALS, OTHER CONSTRUCTION; SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. FRAMING STANDARD: COMPLY WITH THE NE OF THE BUILDING WITHOUT PRIOR COORDINATION WITH AIRPORT MANAGEMENT. ACCESS TO THE REQUIREMENTS. FINISHES, EQUIPMENT, ETC. TO REMAIN DOES OCCUR AS A RESULT OF THE CONTRACTOR'S WORK, THE AF&PA WCD1 UNLESS OTHERWISE INDICATED. INSTALL METAL FRAMING ANCHORS TO COMPLY WITH HANGAR AND INTERIOR SPACE SHALL BE LIMITED TO THOSE WORKERS NEEDING ACCESS FOR THE DEFINED CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING AS REQUIRED OR COMPLETE REPLACEMENT MANUFACTURER'S WRITTEN INSTRUCTIONS. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS UNLESS WORK. 8. COORDINATION AND SCHEDULING SHALL BE RESPONSIBILITY OF THE INVOLVED CONTRACTORS. AS PER THE DIRECTION OF THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE. OTHERWISE INDICATED. SECURELY ATTACH EXTERIOR ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING 5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND AND FASTENING AS INDICATED, COMPLYING WITH THE FOLLOWING: "FASTENING SCHEDULE" IN ICC'S 9. CONTRACTOR MUST PROVIDE THEIR OWN RESTROOM FACILITIES. ACCESS TO TERMINAL FACILITY RESTROOM 9. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED JUNCTION BOXES, ACCESS NEW WORK AS REQUIRED. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR NEW CONSTRUCTION AS A INTERNATIONAL BUILDING CODE. PROVIDE MATERIAL CERTIFICATE. AND BREAK AREA WILL NOT BE PERMITTED. PANELS, PULL BOXES, ETC FOR A COMPLETE INSTALLATION PER THE N.E.C. AND LOCAL CODES. RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT 3. EXTRUDED POLYSTYRENE FOAM-PLASTIC BOARD INSULATION: PROVIDE INSTALLER'S CERTIFICATION: LISTING TYPE, 10. CONTRACTOR MAY USE SITE WATER (EXTERIOR HOSE BIB) AND ELECTRIC AS REQUIRED TO COMPLETE THE 10. PROVIDE ALL PULL BOXES, IN ACCESSIBLE AREA, THAT EXCEED NEC NUMBER OF BENDS OR LENGTH IN FEEDER AND NOT BE LIMITED TO STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, FURNISHINGS, MOVEMENT OF ADJACENT MANUFACTURER, AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL PROJECT. BRANCH CIRCUITS. INSTALL BOXES WHERE REQUIRED PER CODE. PAVEMENT/ WALKS/ CURBS/ STRUCTURES. ENVELOPE, SIGN, DATE, AND POST THE CERTIFICATION IN A CONSPICUOUS LOCATION ON PROJECT SITE, PRODUCT TEST REPORTS, RESEARCH REPORTS. TYPE IV ASTM C578, TYPE IV, 25-PSI (173-KPA) MINIMUM COMPRESSIVE 11. CONTRACTOR MAY NOT USE A CRANE OR AERIAL LIFT HIGHER THAN 25’ WITHOUT PRIOR APPROVAL FROM 11. ALL EQUIPMENT LUGS SHALL BE RATED FOR 75 DEGREE CELSIUS MINIMUM. D 6. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING STRUCTURES, UTILITIES, MECHANICAL/ ELECTRICAL/ STRENGTH; UNFACED. FLAME-SPREAD INDEX: NOT MORE THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E84. AIRPORT MANAGER. PLUMBING COMPONENTS, FINISHES, ETC., THAT IS SHOWN ON THE DEMOLITION AND RENOVATION DRAWINGS, SMOKE-DEVELOPED INDEX: NOT MORE THAN 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. COMPLY WITH 12. IF THE SPACE ABOVE THE CEILING USED AS A RETURN AIR PLENUM, THE ELECTRICAL CONTRACTOR SHALL ENSURE ARCHITECTURAL, STRUCTURAL DRAWINGS, MECHANICAL DRAWINGS, PLUMBING/ FIRE PROTECTION, OR ELECTRICAL INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS. INSTALL 12. CONTRACTOR MUST PREARRANGE AND SEEK PERMISSION WITH AIRPORT MANAGER TO WORK ON WEEKENDS THAT ALL ELECTRICAL WIRING AND CABLES ARE PLENUM RATED. DRAWINGS. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING. WHERE EXISTING WALL MUST BE INSULATION THAT IS UNDAMAGED, DRY, AND UNSOILED AND THAT HAS NOT BEEN LEFT EXPOSED TO ICE, RAIN, OR BY CLOSE OF BUSINESS ON PRIOR WEDNESDAYS. PATCHED, OR OTHERWISE REFINISHED TO MATCH EXISTING; PROVIDE NEW FINISHES FOR ENTIRE WALL, OR TO... SNOW AT ANY TIME. INSTALL INSULATION WITH MANUFACTURER'S R-VALUE LABEL EXPOSED AFTER INSULATION IS 13. ALL CONDUIT SHALL BE CONCEALED WHEN POSSIBLE. ALL EXPOSED METAL CONDUITS ARE TO BE PAINTED TO INSTALLED. EXTEND INSULATION TO ENVELOP ENTIRE AREA TO BE INSULATED. FIT TIGHTLY AROUND MATCH THE ADJACENT SURFACE. COORDINATION OF PAINTING OF CONDUIT IS TO BE BY THE ELECTRICAL A.) AT STRUCTURES TO BE REMOVED; INCLUDING CONCRETE MASONRY UNIT PARTITIONS AND WALLS, METAL STUD OBSTRUCTIONS AND FILL VOIDS WITH INSULATION. REMOVE PROJECTIONS THAT INTERFERE WITH PLACEMENT. CONTRACTOR, WITH PAINTING BY OTHERS. PARTITIONS AND WALLS, GYPSUM BOARD AND/ OR PLASTER CEILINGS, ETC. PARTITIONS AND WALLS SHALL BE SAW PROVIDE SIZES TO FIT APPLICATIONS AND SELECTED FROM MANUFACTURER'S STANDARD THICKNESSES, WIDTHS, CUT WITH SMOOTH AND STRAIGHT EDGES AS REQUIRED FOR NEW ADJACENT CONSTRUCTION. AND LENGTHS. APPLY SINGLE LAYER OF INSULATION UNITS UNLESS MULTIPLE LAYERS ARE OTHERWISE SHOWN OR 14. CONDUCTORS FOR BRANCH CIRCUITRY ARE TO BE #12 AWG THHN OR THWN, COPPER MINIMUM, UNLESS NOTED. REQUIRED TO MAKE UP TOTAL THICKNESS OR TO ACHIEVE R-VALUE. SUBMITTAL REQUIRED. PROVIDE A GREEN GROUND CONDUCTOR IN ALL BRANCH CIRCUITRY. GROUNDING BY MEANS OF RACEWAY IS NOT PERMITTED. B.) AT ALL PLUMBING UTILITIES TO BE REMOVED; INCLUDING HOT WATER LINES, COLD WATER LINES, WASTE LINES, 4. NO DISSIMILAR METALS SHALL BE INSTALLED IN A MANOR THAT WOULD CAUSE CORROSION. ETC. SHALL BE REMOVED TO FLOOR LINE, WALL LINE OR CEILING LINE AS REQUIRED. ALL PLUMBING UTILITY LINES 15. NO MORE THAN 3 PHASE CONDUCTORS SHALL BE INSTALLED IN ANY ONE CIRCUIT, UNLESS NOTED OTHERWISE. SHALL BE CAPPED AND BURIED IN WALLS AND CAPPED ABOVE FINISHED CEILINGS AS REQUIRED. ALL WALLS AND 5. ALL CONTRACTORS SUBMITTING BID PROPOSALS FOR THIS PROJECT ARE REQUIRED TO VISIT THE SITE PRIOR TO EACH BRANCH CIRCUIT SHALL CONTAIN THEIR OWN NEUTRAL CONDUCTOR. SHARING OF NEUTRAL CONDUCTOR IS CEILINGS SHALL BE REFINISHED AS REQUIRED OVER CAPPED UTILITIES TO MATCH EXISTING ADJACENT FINISHES. BIDDING TO VERIFY EXISTING CONDITIONS AND FEASIBILITY OF DESIGN INTENT OF THESE CONSTRUCTION NOT PERMITTED. PLUMBING UTILITIES AT CONCRETE FLOORS SHALL HAVE CONCRETE SAWCUT FOR A SMOOTH EDGE AT THE DOCUMENTS. ANY VARIATION IN SITE CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE SURFACE AND CHIPPED OUT, UTILITIES CAPPED BELOW CONCRETE AND NEW CONCRETE FILL OVER CAPPED ARCHITECTURE AND/OR OWNER'S REPRESENTATIVE'S ATTENTION IN WRITING IMMEDIATELY AND 'FIVE' (5) BUSINESS 16. BRANCH CIRCUIT WIRING CHART TO BE UTILIZED AS GUIDELINE FOR VOLTAGE DROP COMPENSATION, INCREASE UTILITY. DAYS PRIOR TO BID DATE, THE SUBMISSION OF BID PROPOSAL'S SHALL BE CONSIDERED EVIDENCE THAT THE CONDUIT SIZING PER WIRE SIZE. (APPLIES TO ALL SHEETS) CONTRACTOR HAS VISITED THE SITE, VERIFIED ITS CONDITIONS AND IS PREPARED TO PERFORM WORK AS A. 20A-120 VOLT CIRCUITS C.) AT ALL ELECTRICAL UTILITIES TO BE REMOVED INCLUDING POWER LINES, LIGHTING AND COMMUNICATION INTENDED IN THESE DOCUMENTS. NO EXTRA PAYMENT'S SHALL BE ALLOWED DUE TO THE CONTRACTORS CLAIMS a. #12 WIRE - 75' LENGTH MAX. - #12 GRD. LINES SHALL BE REMOVED TO FLOOR LINE, WALL LINE, OR CEILING LINE AS REQUIRED. ALL ELECTRICAL UTILITY FOR EXTRA WORK REQUIRED BY THEIR FAILURE TO VISIT THE SITE. b. #10 WIRE - 125' LENGTH MAX. - #10 GRD. LINES SHALL BE CAPPED AND BURIED IN WALLS AND CAPPED ABOVE FINISHED CEILING AS REQUIRED. PATCH AND c. #8 WIRE - 200' LENGTH MAX. - #8 GRD. REPAIR AS REQUIRED ALL WALLS AND CEILINGS OVER CAPPED UTILITIES TO MATCH EXISTING ADJACENT 6. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS AS d. #6 WIRE - 300' LENGTH MAX. - #6 GRD. FINISHES. ELECTRICAL UTILITIES AT CONCRETE FLOORS SHALL HAVE CONCRETE SAW CUT FOR A SMOOTH EDGE REQUIRED TO PERFORM THE WORK AS CALLED FOR, SHOWN AND REASONABLY IMPLIED IN THE CONTRACT AT THE SURFACE AND CHIPPED OUT. UTILITIES CAPPED BELOW CONCRETE AND NEW CONCRETE FILL OVER DOCUMENTS. 17. WHERE TERMINATED IN J-BOX, ALL SPARE CIRCUITRY OR CIRCUITRY WHERE EQUIPMENT (LIGHTING, ETC.) HAS BEEN CAPPED UTILITY. REMOVED SHALL BE LABELED WITH PANEL AND CIRCUIT NUMBER. C 7. ASBESTOS CONTAINING MATERIALS SHALL NOT BE USED ON ANY PROJECT. D.) AT ALL ELECTRICAL COMPONENTS TO BE REMOVED; INCLUDING LIGHT FIXTURES, SECURITY CAMERAS, ETC. 18. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. UNDERGROUND PVC SHALL BE STRUCTURALLY DISCONNECTED AND ALL UTILIITES SHALL BE CAPPED AND BURIED AS STATED IN 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY EXISTING ANCHORS, BRACKETS, ETC. AND PATCH LIKE CONDUITS SHALL HAVE RIGID GALVANIZED STEEL ELBOWS. SUB-ITEM NO'S "B" AND "C" ABOVE. NEW. 19. DO NOT SUPPORT CONDUIT OFF OF CEILING GRID, CEILING GRID SUPPORTS, MECHANICAL SUPPORTS, OR ANY 7. ALL EQUIPMENT THAT IS TO BE PLACED IN STORAGE OR SALVAGED TO CONTRACTING OFFICER OR OWNER'S 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO BEGINNING OF OTHER TRADE'S SUPPORTS. INSTALL CONDUITS AND BOXES ON SEPARATE SUPPORTS FROM BAR JOIST OR REPRESENTATIVE SHALL HAVE THE EQUIPMENT NUMBER SHOWN ON THE EQUIPMENT DRAWINGS NEATLY AND CONSTRUCTION. NOTIFY ARCHITECT AND OWNER REPRESENTATIVE OF ALL DISCREPANCIES. CONTRACTOR TO STRUCTURE. LEGIBLY MARKED ON THE EQUIPMENT WITH PERMANENT BLACK WIDE TIP MARKER IN AN OBVIOUS LOCATION. ALL SUBMIT SPECIFIC DISCREPANCY FOR ARCHITECT REVIEW, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. LOOSE EQUIPMENT ACCESSORIES SUCH AS FASTENERS, FITTINGS, ACCESSORIES, ETC. SHALL BE PLACED IN A 20. DO NOT SUPPORT ELECTRICAL EQUIPMENT AND DEVICES FROM METAL ROOF DECK. PROVIDE SUPPORT FROM CLEAR HEAVY DUTY PLASTIC BAG. THE BAG SHALL BE SEALED AND LABELED BY EQUIPMENT NUMBER AND TAPED 10. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER, FREE OF CONCRETE SLABS, BAR JOISTS, STRUCTURAL BEAMS, COLUMNS OR UNISTRUT BETWEEN STRUCTURAL ELEMENTS. TO EQUIPMENT WITH CLEAR WIDE HEAVY DUTY TAPE. DUST AND DEBRIS,THROUGHOUT THE COURSE OF THE WORK. PROVIDE AND MAINTAIN TEMPORARY BARRICADES AS REQUIRED TO PROTECT THE PUBLIC AND OWNERS PERSONNEL DURING CONSTRUCTION. THE CONTRACTOR 21. ALL WIRING DEVICES SHALL BE OF HEAVY DUTY COMMERCIAL GRADE CONSTRUCTION. 8. SAW CUT EXISTING CONCRETE SLAB FOR ALL REQUIRED UTILITY DEMOLITION, MASONRY WALL DEMOLITION, NEW SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR EQUIPMENT. ANY SUCH DAMAGE UTILITY INSTALLATION AND NEW CONCRETE BLOCK WALL INSTALLATION, ETC. ALL CUT CONCRETE SLABS SHALL SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 22. REFER TO ARCHITECTURAL SHEETS FOR ANY FIRE-RATED PARTITION LOCATIONS AND RATINGS. IF ANY FIRE-RATED BE PATCHED AND REPAIRED AS REQUIRED. SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PARTITIONS ARE BREACHED, CONTRACTOR SHALL PROVIDE ALL FIRESTOPPING FOR CONDUIT AND CABLING THAT DRAWINGS FOR MORE INFORMATION. 11. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN COMPLIANCE WITH OWNER'S PENETRATES SMOKE AND FIRE RATED ASSEMBLIES. ALL RATED PENETRATIONS SHALL BE FIRESTOPPED TO REQUIREMENTS OF AREAS WITHIN THE LIMITS OF CONSTRUCTION, AND FINAL CLEAN UP AT CONCLUSION OF WORK. ORIGINAL ASSEMBLY RATING. 9. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING CONSTRUCTION ELEMENTS AND TRADES AFFECTED. 12. CONTRACTOR TO REVIEW OTHER DRAWINGS ISSUED FOR THIS PROJECT FOR ADDITIONAL INFORMATION FROM 23. EXIT LIGHTS SHALL BE ON UNSWITCHED CIRCUIT, UNLESS NOTED OTHERWISE. OTHER TRADES TO COORDINATE THE REQUIRED SCOPE OF WORK. 10. EACH CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC. AS 24. VERIFY CEILING TYPES PER THE ARCHITECTURAL REFLECTED CEILING PLAN. PROVIDE APPROPRIATE TYPE REQUIRED TO PERFORM THEIR PORTION OF WORK. 13. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. THE OWNER'S FIXTURE, LAY-IN FOR GRID, FLANGE FOR DRYWALL, ETC. REPRESENTATIVE AND ARCHITECT MUST BE NOTIFIED OF ANY CONFLICTS IN DIMENSIONING.

h_R20.rvt 11. ALL DEMOLISHED ITEMS, UNLESS OTHERWISE NOTED, SHALL BE DISPOSED OF (REMOVED FROM) OFF SITE IN A 25. ALL LOW VOLTAGE CABLING INSTALLED IN SPACES WITHOUT A LAY-IN OR WITH A HARD CEILING SHALL BE LEGAL MANNER AND PER THE REQUIRED CONTRACTOR’S CONSTRUCTION AND DEMOLITION WASTE PLAN. 14. THE LOCATIONS OF EXISTING UTILITIES HAVE BEEN PREPARED FROM DOCUMENTS PROVIDED BY THE OWNER AND INSTALLED IN CONDUIT AND BOXES.

MAY NOT REPRESENT THE ACTUAL FIELD CONDITIONS. CONTRACTOR TO REVIEW ALL OWNER DOCUMENTS AND B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia, BECOME FAMILIAR WITH ALL EXISTING UTILITIES. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY 26. UNLESS NOTED OTHERWISE, ALL EXISTING EQUIPMENT, WIRING, CONDUIT, PIPING, ETC. IS TO REMAIN AS-IS. 12. COORDINATE DEMOLITION WORK SCOPE WITH ASSOCIATED DOCUMENTS FOR RENOVATION/ NEW LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND CONSTRUCTION WORK BY OTHER TRADES TO DETERMINE SIZES AND LOCATIONS OF OPENINGS IN EXISTING COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND PENETRATIONS. 27. FOR CLARITY, ONLY EXISTING LIGHT FIXTURES, SWITCHES, RECEPTACLES, ETC. ARE SHOWN WHICH ARE PERTINENT Revisions: WALLS, FLOORS, CEILINGS, AND PARTITIONS.

erminal_Arc TO THIS WORK. No: Description: Date: 15. THE INTERIOR OF THE TERMINAL IS TO REMAIN OPERATIONAL DURING CONSTRUCTION. THE CONTRACTOR IS TO Issue For Permit 01.15.21 13. CONTRACTOR SHALL PATCH AND REPAIR AS REQUIRED ALL EXISTING MASONRY WALLS TO REMAIN. AT REMOVED COORDINATE WITH THE AIRPORT MANAGER TO ENSURE THAT STAFF, TENANT AND PASSENGERS MAY ENTER/EXIT 28. EXISTING CIRCUITS WITH NEW OR REVISED LOADS SHALL HAVE THE CIRCUIT DIRECTORY UPDATED TO REFLECT SECTIONS, THE EXISTING PORTION TO REMAIN SHALL BE PATCHED AS REQUIRED TO INFILL ALL GAPS, VOIDS, THE TERMINAL SAFELY WHILE CONSTRUCTION IS GOING ON. THE CONTRACTOR IS TO PROVIDE A PLAN IN WRITING NEW LOAD. CHIPS, HOLES, OPEN CELLS, ETC. ALL PATCHED WALLS SHALL MATCH EXISTING ADJACENT WALLS AS TO TO THE AIRPORT MANAGER OF THESE PROCEDURES. THICKNESS, FINISH, TEXTURE, INCLUDING COURSING AND BOND. 16. DURING DEMOLITION AND CONSTRUCTION, VISITORS/EMPLOYEES WILL BE ROUTED TO THE SOUTH ENTRANCE. A nty Airport T Airport nty 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEASURES TO CONTROL DUST, DIRT, DEBRIS, AND TEMPORARY FENCE WILL BE PLACED AROUND THE DEMOLITION AND CONSTRUCTION AREA TO PREVENT THEM DISCOLORATION OF ADJACENT WALLS AND FLOOR SURFACES FROM DAMAGE DUE TO DEMOLITION ACTIVITIES. FROM ACESSING THE OTHER ENTRY POINTS. WHERE A PORTION OF A WALL OR SURFACE REQUIRES CLEANING, THE EXTENTS OF THE RESULTANT CLEANING SHALL BE THE ENTIRE WALL OR FLOOR SURFACE SUCH THAT THE RESULTING CLEANING DOES NOT PROVIDE DIFFERENTIAL IN COLORATION/ SHEEN /ETC. Project No: 081488 l/Green Cou l/Green 15. CONTRACTOR MAY NOT USE THE RESTROOM FACILITIES INTERIOR TO THE BUILDING. CONTRACTOR Date: 01/15/21 RESPONSIBLE TO PROVIDE AND MAINTAIN A PORTABLE TOILET UNIT. Designed by: JME 16. CONTRACTOR WILL BE PERMITTED TO USE WATER FROM THE PROJECT SITE. Drawn by: TTT 17. CONTRACTOR TO PROVIDE THEIR OWN GENERATOR POWER FOR SITE POWER TOOLS.

t I19 Termina I19 t Checked by: MJL 18. CONTRACTOR TO MAINTAIN AND CONTROL ALL MATERIALS AND DEBRIS SO AS NOT TO CREATE "FOREIGN OBJECT DEBRIS" (FOD) THAT MAY BE BLOWN OUT ONTO THE AIRFIELD. DUMPSTERS ARE TO REMAIN COVERED AT ALL TIMES. A Sheet Name:

19. NO CONSTRUCTION PERSONNEL SHALL BE PERMITTED BEYOND THE CONSTRUCTION BOUNDARIES OR ON HTE GENERAL NOTES ounty Airpor ounty AIRFIELD AT ANY TIME.

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STRUCTURAL GENERAL NOTES

STRUCTURAL GENERAL NOTES:

ARCHITECTURE ENGINEERING GEOSPATIAL ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2018 AS AMENDED BY OBC. 4454 Idea Center Blvd THE STRUCTURE IS DESIGNED TO BE CAPABLE OF WITHSTANDING CODE PRESCRIBED DESIGN FORCES AND FULLY STABLE WHEN THE STRUCTURE IS FULLY CONSTRUCTED (I.E., FULLY BUILT). IT IS SOLELY Dayton, OH 45430 -1500 THE RESPONSIBILITY OF THE GENERAL CONRACTOR TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AS WELL AS TO PROVIDE FOR THE SAFETY OF THE STRUCTURE AND ITS COMPONENTS PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIE DOWNS, OR DEWATERING WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE 937.461.5660 CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT. E Fax: 937.461.0743 VERIFY EXISTING STRUCTURE PRIOR TO WORK OR FABRICATION. ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS OR SITE CONDITIONS SHALL BE PROMPTLY REPORTED TO THE ENGINEER.

STRUCTURAL DESIGN DATA:

DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2018 AND OBC SPECIFICATIONS.

ASSUMED LOADS ON EXISTING STRUCTURE DEAD (ROOF) 25 PSF LIVE (ROOF) 20 PSF GROUND SNOW LOAD (p g): 20 PSF FLAT-ROOF SNOW LOAD (p f): 16 PSF

SHOP DRAWINGS:

THE CONTRACTOR SHALL REVIEW, STAMP WITH THEIR APPROVAL, DATE AND SIGN ALL SHOP DRAWINGS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AS A MINIMUM, SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING: STRUCTURAL STEEL

EXISTING STRUCTURE:

WHERE THE EXISTING STRUCTURE IS REMOVED FOR CONSTRUCTION, INSPECT AND REPLACE ANY DAMAGED MATERIAL BEFORE REINSTALLATION PER THE ORIGINAL STRUCTURAL DRAWINGS.

STRUCTURAL CONCRETE: D CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. CONCRETE SHALL HAVE A MAXIMUM WATER-CEMENT RATIO OF 0.45.

SPECIFIED MINIMUM 28-DAY COMPRESSIVE STRENGTH (f' c): FOOTINGS: 3000 PSI

CONCRETE SUPPLIED SHALL MEET THE REQUIREMENTS OF ACI 301-16, SECTION 4.2.2 FOR EXPOSURE CATEGORIES F2, S0, W0, C1.

CONTRACTOR IS NOT REQUIRED TO SUBMIT A QUALITY CONTROL PLAN IN ACCORDANCE WITH ACI 301.

SELF-CONSOLIDATING CONCRETE IS ALLOWED.

STRUCTURAL STEEL:

MATERIALS:

PLATES, ANGLES ASTM A992 TUBE SHAPES (HSS) ASTM A500, GRADE C (ASTM A1085)

WELD FILLER METAL

MINIMUM TENSILE STRENGTH 70 KSI MINIMUM YIELD STRENGTH 5 8 KSI ELONGATION 22% MINIMUM

SHOP PAINT ALL NEW STRUCTURAL, MISCELLANEOUS AND EMBEDDED STEEL, EXCEPT THOSE SURFACES IN CONTACT WITH CONCRETE, WITH ONE COAT OF APPROVED PRIMER. C ANY SCARRED AREAS SHALL BE TOUCHED UP WITH THE SAME PAINT AFTER ERECTION. PAINT COLOR TO BE SPECIFIED BY ARCH.

GALVANIZE ALL ANCHOR BOLTS, NUTS, AND WASHERS IN ACCORDANCE WITH ASTM F2329. REPAIR ANY DAMAGED COATINGS IN ACCORDANCE WITH ASTM A780.

ALL ANCHOR BOLT NUTS SHALL BE INSTALLED AS "SNUG TIGHT". PROVIDE LOCK WASHER, BURR THREADS, DOUBLE NUT, OR TACK WELD TO PREVENT NUT FROM BECOMING LOOSE.

THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE ENGINEER OR AS NOTED.

ALL WELDING SHALL CONFORM TO AWS D1.1.

PROVIDE GROUT CONFORMING TO ASTM C1107 WHEN GROUT IS SPECIFIED ON THE DRAWINGS.

STRUCTURAL MASONRY

MATERIALS: a. ALL CONCRETE MASONRY UNIT (CMU) WALL ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f' m) OF 2000 PSI, UNLESS OTHERWISE NOTED. b. REINFORCING SHALL BE GRADE 60 STEEL CONFORMING TO ASTM A615, UNLESS OTHERWISE NOTED.

CONSTRUCTION: a. ALL MASONRY WALLS SHOWN ON PLANS ARE LOAD-BEARING, UNLESS NOTED OTHERWISE. b. ALL CELLS WITH VERTICAL REINFORCING AND ALL BOND BEAMS SHALL BE SOLID GROUTED PER THE FULL HEIGHT AND WIDTH OF WALL IN WHICH THEY ARE LOCATED. c. COMPRESSIVE STRENGTH OF CMU ASSEMBLIES SHALL BE VERIFIED BY PRISM TESTING BEFORE AND DURING CONSTRUCTION. d. RUNNING BOND SHALL BE USED FOR ALL MASONRY WORK UNLESS OTHERWISE NOTED. e. HOLLOW MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL EDGES OF FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN MORTAR AT ALL UNITS. h_R20.rvt f. GROUTING OPERATIONS FOR ANY SECTION WALL SHALL BE COMPLETED OVER 1-DAY DURATION WITH NO INTERRUPTIONS IN GROUTING PLACEMENT GREATER THAN 1-HOUR. GROUT PLACEMENT SHALL BE STOPPED 1 ½” BELOW THE TOP COURSE OF BLOCK OR ½” BELOW THE TOP OF BOND BEAMS TO BE COMPLETED DURING THE OPERATIONS THAT DAY TO FORM A KEY.

B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia, REINFORCING: TYPICAL REINFORCING: Revisions: MATCH HORIZONTAL AND VERTICAL BAR SIZES AND SPACING OF EXISITING STRUCTURE.

erminal_Arc No: Description: Date: a. MINIMUM WALL REINFORCING NOTED IN THIS SECTION SHALL BE PROVIDED TYPICALLY, UNLESS OTHERWISE NOTED ON PLANS, DETAILS AND WALL ELEVATIONS: Issue For Permit 01.15.21 b. PROVIDE JOINT REINFORCING AT ALL WALLS IN ADDITION TO HORIZONTAL REINFORCING REQUIREMENTS. c. WHERE SINGLE BAR HORIZONTAL REINFORCING IS PROVIDED, STAGGER THE PLACEMENT OF THE BARS EITHER SIDE OF THE VERTICAL BARS OVER THE HEIGHT OF THE WALL. d. ALL CELLS OF ALL LOAD-BEARING WALLS SHALL BE FILLED SOLID WITH CONCRETE GROUT FOR THE FULL LENGTH AND HEIGHT OF THE WALLS. e. ALL VERTICAL AND HORIZONTAL REINFORCING IS CONTINUOUS. PROVIDE LAP SPLICES AS REQUIRED FOR THE LENGTHS INDICATED IN THE SCHEDULE BELOW. COORDINATE LAP SPLICE LOCATIONS nty Airport T Airport nty WITH FLOOR ELEVATIONS, TOPS OF WALLS AND LINTEL HORIZONTAL REINFORCING AS REQUIRED; SEE WALL ELEVATIONS FOR ANY SPECIFIC LOCATIONS AS INDICATED. f. ALL REINFORCING STEEL SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO AND DURING GROUTING OPERATIONS BY WIRE POSITIONERS. POSITIONERS SHALL BE SPACED AT 24” ON CENTER ALONG EACH VERTICAL BAR LOCATION. g. REINFORCING BARS IN MASONRY WALLS SHALL NEVER BE CUT TO ALLOW FOR WORK FROM OTHER TRADES WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD.

ANCHORS: Project No: 081488 l/Green Cou l/Green a. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED INTO SOLID-GROUTED MASONRY CELLS PER MANUFACTURER’S RECOMMENDATIONS. Date: 01/15/21 b. EXPANSION AND EPOXY ANCHORS SHALL BE THE SIZE AND EMBEDMENT LENGTH AS SPECIFIED ON THE DRAWINGS. Designed by: JME Drawn by: TTT

t I19 Termina I19 t Checked by: MJL

A Sheet Name: STRUCTURAL ounty Airpor ounty GENERAL NOTES

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1/15/2021 2:50:14 PM 2:50:14 1/15/2021 3 BIM G-003 iSSUE FOR PERMIT 1 2 3 4 5 6 7

C.) AT ALL ELECTRICAL UTILITIES TO BE REMOVED INCLUDING POWER LINES, LIGHTING AND COMMUNICATION DEMOLITION GENERAL NOTES LINES SHALL BE REMOVED TO FLOOR LINE, WALL LINE, OR CEILING LINE AS REQUIRED. ALL ELECTRICAL UTILITY LINES SHALL BE CAPPED AND BURIED IN WALLS AND CAPPED ABOVE FINISHED CEILING AS REQUIRED. PATCH AND REPAIR AS REQUIRED ALL WALLS AND CEILINGS OVER CAPPED UTILITIES TO MATCH EXISTING ADJACENT 1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND FINISHES. ELECTRICAL UTILITIES AT CONCRETE FLOORS SHALL HAVE CONCRETE SAW CUT FOR A SMOOTH EDGE SHALL AT ONCE REPORT TO THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE ERRORS, INCONSISTENCIES OR AT THE SURFACE AND CHIPPED OUT. UTILITIES CAPPED BELOW CONCRETE AND NEW CONCRETE FILL OVER ARCHITECTURE ENGINEERING GEOSPATIAL OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A CAPPED UTILITY. RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO 4454 Idea Center Blvd THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL ASSUME APPROPRIATE D.) AT ALL ELECTRICAL COMPONENTS TO BE REMOVED; INCLUDING LIGHT FIXTURES, SECURITY CAMERAS, ETC. Dayton, OH 45430 -1500 RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE SHALL BE STRUCTURALLY DISCONNECTED AND ALL UTILIITES SHALL BE CAPPED AND BURIED AS STATED IN 937.461.5660 COSTS FOR CORRECTION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS SUB-ITEM NO'S "B" AND "C" ABOVE. AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION E Fax: 937.461.0743 KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS... 7. ALL EQUIPMENT THAT IS TO BE PLACED IN STORAGE OR SALVAGED TO CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE SHALL HAVE THE EQUIPMENT NUMBER SHOWN ON THE EQUIPMENT DRAWINGS NEATLY AND 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, GRINDING, SANDING, FILLING, FITTING OR PATCHING LEGIBLY MARKED ON THE EQUIPMENT WITH PERMANENT BLACK WIDE TIP MARKER IN AN OBVIOUS LOCATION. ALL REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY. LOOSE EQUIPMENT ACCESSORIES SUCH AS FASTENERS, FITTINGS, ACCESSORIES, ETC. SHALL BE PLACED IN A CLEAR HEAVY DUTY PLASTIC BAG. THE BAG SHALL BE SEALED AND LABELED BY EQUIPMENT NUMBER AND TAPED 3. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER A PORTION OF THE WORK OR FULLY OR PARTIALLY TO EQUIPMENT WITH CLEAR WIDE HEAVY DUTY TAPE. COMPLETED CONSTRUCTION BY CUTTING, PATCHING, EXCAVATING OR OTHERWISE ALTERING SUCH CONSTRUCTION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER SUCH CONSTRUCTION BY OTHER 8. SAW CUT EXISTING CONCRETE SLAB FOR ALL REQUIRED UTILITY DEMOLITION, MASONRY WALL DEMOLITION, NEW CONTRACTORS OR BY THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE OWN FORCES EXCEPT WITH UTILITY INSTALLATION AND NEW CONCRETE BLOCK WALL INSTALLATION, ETC. ALL CUT CONCRETE SLABS SHALL WRITTEN CONSENT OF THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE AND SUCH OTHER BE PATCHED AND REPAIRED AS REQUIRED. SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS; SUCH CONSENT SHALL NOT BE UNREASONABLY WITHHELD. THE CONTRACTOR SHALL NOT DRAWINGS FOR MORE INFORMATION. UNREASONABLY WITHHOLD FROM THE OTHER CONTRACTORS OR THE CONTRACTING OFFICER OR OWNER'S... 9. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING CONSTRUCTION 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE THAT OCCURS TO EXISTING MATERIALS, FINISHES, ELEMENTS AND TRADES AFFECTED. EQUIPMENT, ETC. TO REMAIN AS A RESULT OF THE CONTRACTOR'S WORK. IF DAMAGE TO EXISTING MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN DOES OCCUR AS A RESULT OF THE CONTRACTOR'S WORK, THE 10. EACH CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC. AS CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING AS REQUIRED OR COMPLETE REPLACEMENT REQUIRED TO PERFORM THEIR PORTION OF WORK. AS PER THE DIRECTION OF THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE. 11. ALL DEMOLISHED ITEMS, UNLESS OTHERWISE NOTED, SHALL BE DISPOSED OF (REMOVED FROM) OFF SITE IN A 5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND LEGAL MANNER AND PER THE REQUIRED CONTRACTOR’S CONSTRUCTION AND DEMOLITION WASTE PLAN. NEW WORK AS REQUIRED. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR NEW CONSTRUCTION AS A RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT 12. COORDINATE DEMOLITION WORK SCOPE WITH ASSOCIATED DOCUMENTS FOR RENOVATION/ NEW NOT BE LIMITED TO STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, FURNISHINGS, MOVEMENT OF ADJACENT CONSTRUCTION WORK BY OTHER TRADES TO DETERMINE SIZES AND LOCATIONS OF OPENINGS IN EXISTING PAVEMENT/ WALKS/ CURBS/ STRUCTURES. WALLS, FLOORS, CEILINGS, AND PARTITIONS. D 6. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING STRUCTURES, UTILITIES, MECHANICAL/ ELECTRICAL/ 13. CONTRACTOR SHALL PATCH AND REPAIR AS REQUIRED ALL EXISTING MASONRY WALLS TO REMAIN. AT REMOVED PLUMBING COMPONENTS, FINISHES, ETC., THAT IS SHOWN ON THE DEMOLITION AND RENOVATION DRAWINGS, SECTIONS, THE EXISTING PORTION TO REMAIN SHALL BE PATCHED AS REQUIRED TO INFILL ALL GAPS, VOIDS, ARCHITECTURAL, STRUCTURAL DRAWINGS, MECHANICAL DRAWINGS, PLUMBING/ FIRE PROTECTION, OR ELECTRICAL CHIPS, HOLES, OPEN CELLS, ETC. ALL PATCHED WALLS SHALL MATCH EXISTING ADJACENT WALLS AS TO DRAWINGS. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING. WHERE EXISTING WALL MUST BE THICKNESS, FINISH, TEXTURE, INCLUDING COURSING AND BOND. PATCHED, OR OTHERWISE REFINISHED TO MATCH EXISTING; PROVIDE NEW FINISHES FOR ENTIRE WALL, OR TO... 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEASURES TO CONTROL DUST, DIRT, DEBRIS, AND A.) AT STRUCTURES TO BE REMOVED; INCLUDING CONCRETE MASONRY UNIT PARTITIONS AND WALLS, METAL STUD DISCOLORATION OF ADJACENT WALLS AND FLOOR SURFACES FROM DAMAGE DUE TO DEMOLITION ACTIVITIES. PARTITIONS AND WALLS, GYPSUM BOARD AND/ OR PLASTER CEILINGS, ETC. PARTITIONS AND WALLS SHALL BE SAW WHERE A PORTION OF A WALL OR SURFACE REQUIRES CLEANING, THE EXTENTS OF THE RESULTANT CLEANING CUT WITH SMOOTH AND STRAIGHT EDGES AS REQUIRED FOR NEW ADJACENT CONSTRUCTION. SHALL BE THE ENTIRE WALL OR FLOOR SURFACE SUCH THAT THE RESULTING CLEANING DOES NOT PROVIDE DIFFERENTIAL IN COLORATION/ SHEEN /ETC. B.) AT ALL PLUMBING UTILITIES TO BE REMOVED; INCLUDING HOT WATER LINES, COLD WATER LINES, WASTE LINES, ETC. SHALL BE REMOVED TO FLOOR LINE, WALL LINE OR CEILING LINE AS REQUIRED. ALL PLUMBING UTILITY LINES 15. CONTRACTOR MAY NOT USE THE RESTROOM FACILITIES INTERIOR TO THE BUILDING. CONTRACTOR SHALL BE CAPPED AND BURIED IN WALLS AND CAPPED ABOVE FINISHED CEILINGS AS REQUIRED. ALL WALLS AND RESPONSIBLE TO PROVIDE AND MAINTAIN A PORTABLE TOILET UNIT. CEILINGS SHALL BE REFINISHED AS REQUIRED OVER CAPPED UTILITIES TO MATCH EXISTING ADJACENT FINISHES. PLUMBING UTILITIES AT CONCRETE FLOORS SHALL HAVE CONCRETE SAWCUT FOR A SMOOTH EDGE AT THE 16. CONTRACTOR WILL BE PERMITTED TO USE WATER FROM THE PROJECT SITE. SURFACE AND CHIPPED OUT, UTILITIES CAPPED BELOW CONCRETE AND NEW CONCRETE FILL OVER CAPPED UTILITY. 17. CONTRACTOR TO PROVIDE THEIR OWN GENERATOR POWER FOR SITE POWER TOOLS.

18. CONTRACTOR TO MAINTAIN AND CONTROL ALL MATERIALS AND DEBRIS SO AS NOT TO CREATE "FOREIGN OBJECT DEBRIS" (FOD) THAT MAY BE BLOWN OUT ONTO THE AIRFIELD. DUMPSTERS ARE TO REMAIN COVERED AT ALL TIMES.

19. NO CONSTRUCTION PERSONNEL SHALL BE PERMITTED BEYOND THE CONSTRUCTION BOUNDARIES OR ON HTE AIRFIELD AT ANY TIME. C h_R20.rvt

B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia,

Revisions:

erminal_Arc No: Description: Date: Issue For Permit 01.15.21 nty Airport T Airport nty

Project No: 081488 l/Green Cou l/Green Date: 01/15/21

t I19 Termina I19 t Checked by: MJL

A Sheet Name: DEMOLITION ounty Airpor ounty GENERAL NOTES

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1/15/2021 2:50:12 PM 2:50:12 1/15/2021 3 BIM AD001 iSSUE FOR PERMIT 1 2 3 4 5 6 7 GENERAL NOTES: A-201 A3 A. ALL DIMENSIONS ARE TO FACE TO MASONRY, POURED CONCRETE, OR STUD UNLESS NOTED OTHERWIDE. B. ITEM PROVIDED BY G.C. TO BE PROVIDED AND ARCHITECTURE ENGINEERING GEOSPATIAL 001 002 001 UP INSTALLED BY G.C. C. THE CONTRACTOR MUST VISIT THE SITE PRIOR 4454 Idea Center Blvd 002 002 TO THE BID. Dayton, OH 45430 -1500 D. ALL DIMENSIONS ARE TO BE FIELD VERIFIED. 937.461.5660 E Fax: 937.461.0743

001 REFERENCE KEYNOTES:

001 REMOVE EXISTING EXTERIOR WOOD FURRING AND ALUMINUM SIDING DOWN TO CMU SURFACE 002 REMOVE EXISTING TRIM, GUTTERS, AND DOWNSPOUTS. 003 DEMO WALL AS REQUIRED TO INSTALL NEW DOOR (REFER TO DOORS SCHEDULE FOR SIZE AND TYPE). 002 004 REMOVE EXISTING EXTERIOR GLASS (PAIR) DOORS AND FRAME IN ITS ENTIRETY. 005 REMOVE EXISTING WINDOWS AND FRAME IN ITS ENTIRETY. UP 006 REMOVE EXISTING EXTERIOR GLASS DOOR AND FRAME IN ITS ENTIRETY. 007 DEMO WALL AS REQUIRED FOR NEW WINDOWS (REFER TO WINDOW ELEVATIONS FOR SIZE AND TYPE) D 008 REMOVE EXISTING STONE COLUMN SURROUND. CUT AND REMOVE CONCRETE PER DETAIL A2 ON A-601. 009 REMOVE EXISTING STONE WALL/PILLARS AND CAP D1 015 REMOVE EXISTING FENCE AS NECESSARY FOR A-201 CONSTRUCTION. 017 REMOVE, SALVAGE & REINSTALL EXISTING CAMERA. 018 CUT AND REMOVE EXISTING CONCRETE PER DETAIL A2 ON A-601. 019 REMOVE EXISTING EXTERIOR CEILING FINISH. 020 EXISTING CANOPY TO REMAIN. 021 EXISTING CAN LIGHTS TO BE REMOVED AND DISCARDED. 002 003 022 REMOVE EXISTING SIDING AND SHEATHING

009

A1 A-311 002

001

002 A2 001 A-311 002 020 019 h_R20.rvt 004 008

B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia,

Revisions:

erminal_Arc 008 No: Description: Date: 021 Issue For Permit 01.15.21 022

001 005

nty Airport T Airport nty 007

001 002 017 007 018 002 001 001 002 002 Project No: 081488 l/Green Cou l/Green Date: 01/15/21 001 006 002 020 Designed by: JME Drawn by: TTT 018 021

t I19 Termina I19 t 017 Checked by: MJL 015 002 002 A Sheet Name: 019 C2 022 OVERALL FIRST ounty Airpor ounty A-201 FLOOR DEMOLITION PLAN OVERALL FIRST FLOOR DEMOLITION PLAN PARTIAL FIRST FLOOR DEMOLITION RCP A1 SCALE : 1/8" = 1'-0" A6 SCALE : 1/8" = 1'-0"

60://Green C 60://Green Sheet No:

1/15/2021 2:50:13 PM 2:50:13 1/15/2021 3 BIM AD101 iSSUE FOR PERMIT 1 2 3 4 5 6 7 ABBREVIATIONS REFERENCE SYMBOLS MATERIAL SYMBOLS

SYMBOLS F Cont'd. P DRAWING TITLE FEC FIRE EXTINGUISHER CABINET EARTHWORK & AND PC PRECAST CONCRETE FH FLAT HEAD DRAWING SHEET NUMBER ANGLE PL PLATE ARCHITECTURE ENGINEERING GEOSPATIAL FIN FINISH EARTH OR GRANULAR ROCK @ AT PEMB PRE-ENGINEERED METAL BUILDING DRAWING TITLE COMPACT FILL FILL 4454 Idea Center Blvd FLR FLOOR PLAS PLASTER CL CENTER LINE 1A View Name FLUOR FLUORESCENT Dayton, OH 45430 -1500 ∅ DIAMETER PLYWD PLYWOOD F.PRG FIREPROOFING A-101 SCALE: 1/8" = 1' -0" 937.461.5660 CHANNEL PORC PORCELAIN Fax: 937.461.0743 FR FRAME SCALE OF DRAWING CONCRETE E PSF POUNDS PER SQUARE FOOT A FRT FIRE RETARDANT TREATED PSI POUNDS PER SQUARE INCH DRAWING REFERENCE NUMBER FSEP FOOD SERVICE EQUIPMENT EXTERIOR ELEVATIONS LT. WEIGHT ACOUS ACOUSTICAL CONCRETE MORTAR PROVIDER PT PAINT CONCRETE ACP ACOUSTICAL PANEL FT FOOT PTD PAPER TOWEL DISPENSER ACPL ACOUSTICAL PLASTER FTG FOOTING PTN PARTITION 1A DRAWING REFERENCE NUMBER ACT ACOUSTICAL CEILING TILE FV FIELD VERIFY PVC POLYVINYL CHLORIDE A-101 DRAWING SHEET NUMBER MASONRY ADJ ADJUSTABLE G Q AFF ABOVE FINISHED FLOOR QT QUARRY TILE AFG ABOVE FINISHED GRADE G GROUND INTERIOR ELEVATIONS C.M.U. FACE BRICK AHR ANCHOR G BLK GLAZED BLOCK R ALT ALTERNATE GA GAUGE R RADIUS ALUM ALUMINUM GALV GALVANIZED A-101 1A DRAWING REFERENCE NUMBER R RISERS APPROX APPROXIMATELY GB GYPSUM BOARD STONE RB RESILIENT BASE DRAWING SHEET NUMBER AP ACOUSTICAL PANEL GC GENERAL CONTRACTOR RBR RUBBER APT ACCENT PAINT GEN GENERAL CAST STONE RCP REFLECTED CEILING PLAN BUILDING SECTION ATTEN ATTENUATION GFCI GROUND FAULT CIRCUIT INTERRUPT RD ROOF DRAIN B GI GALVANIZED IRON SIM REC RECESSED 1A DRAWING REFERENCE NUMBER GL GLASS BD BOARD REF REFERENCE A-101 GL BLK GLASS BLOCK DRAWING SHEET NUMBER METAL BLDG BUILDING REINF REINFORCED GS GROUT SOLID D BLK BLOCK REQD REQUIRED METAL @ METAL @ GT GLAZED TILE BM BEAM RES RESISTANT LARGE SCALE SMALL SCALE GT GROUT BMD BOTTOM OF METAL DECK RESIL RESILIENT BOD BOTTOM OF DECK GWB GYPSUM WALL BOARD RET RETAINING GYP GYPSUM BOT BOTTOM RM ROOM END OF SECTION GYP BD GYPSUM BOARD WOOD BRG BEARING RO ROUGH OPENING BRK BRICK GYP PLAS GYPSUM PLASTER WALL SECTION S FINISH ROUGH BLOCKING BSMT BASEMENT H SIM S SOUTH 1A DRAWING REFERENCE NUMBER C HC HOLLOW CORE SC SEALED CONCRETE A-101 PLYWOOD HD HEAD CAB CABINET SCHED SCHEDULE DRAWING SHEET NUMBER HDW HARDWARE GLASS CB CATCH BASIN SCW SOLID CORE WOOD HDWD HARDWOOD CEM CEMENT SECT SECTION SMALL SCALE HM HOLLOW METAL LARGE SCALE GLASS BLOCK CEM PLAS CEMENT PLASTER SHT SHEET HNDRL HANDRAIL CER CERAMIC SIM SIMILAR HORIZ HORIZONTAL CG CORNER GUARD SKF SPECIALTY KITCHEN FLOORING END OF SECTION CJ CONTROL JOINT HT HEIGHT SLNT SEALANT CLG CEILING I INSULATION SPEC SPECIFICATION DETAIL/ENLARGED PLAN CM CERAMIC MOSAIC ID INSIDE DIAMETER SQ SQUARE LOOSE OR CMU CONCRETE MASONRY UNIT RIGID SPRAY FOAM IN INCH SRB STAIR RUBBER BASE 1A DRAWING REFERENCE NUMBER BATT C CO CLEAN OUT INSUL INSULATION SSMR STANDING SEAM METAL ROOF A-101 COL COLUMN DRAWING SHEET NUMBER INT INTERIOR SST STAINLESS STEEL CONC CONCRETE STD STANDARD INV INVERT FINISHES CONSTR CONSTRUCTION J STL STEEL CONT CONTINUOUS STUC STUCCO ACOUSTICAL GYPSUM LATH AND CPT CARPET JAN JANITOR STRUCT STRUCTURAL TILE BOARD PLASTER CR COLD ROLLED JT JOINT SUSP SUSPENDED CT CERAMIC TILE J-BOX JUNCTION BOX SV SHEET VINYL CARPET CTB CERAMIC TILE BASE K T DRAWING SYMBOLS CTW CERAMIC TILE WAINSCOT ELEVATION INDICATIONS D KIT KITCHEN T TREADS KPL KICKPLATE T & B TOP AND BOTTOM GLASS CONCRETE SIDING COLUMN CENTER LINES MISCELLANEOUS SYMBOLS DBL DOUBLE L T & G TONGUE AND GROOVE DET DETAIL TB TACK BOARD BRICK CMU SHINGLES DIA DIAMETER LAM LAMINATE TEL TELEPHONE F.D. FLOOR DRAIN t A

v LAV LAVATORY r TER TERRAZZO

. DIAG DIAGONAL

0 LINO LINOLEUM TFF TO FINISHED FACE 2 DIM DIMENSION 1 R.D. ROOF DRAIN R DISP DISPENSER LT WT LIGHT WEIGHT TOC TOP OF CONCRETE

h LVR LOUVER TOM TOP OF MASONRY

c DN DOWN CHANGE IN ELEVATION r M TOS TOP OF STEEL A DR DOOR B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia,

_ l TOW TOP OF WALL DOOR CONVENTIONS

a DS DOWNSPOUT

n MACH MACHINE

i ROOM SYMBOL GRAPHIC SYMBOLS DWG DRAWING THRU THROUGH

m MAX MAXIMUM Revisions: r TS TACK STRIP e E MB MARKER BOARD WORK POINT No: Description: Date:

TTD TOILET TISSUE DIPENSER STORAGE ROOM NAME t MB/MR MARKER BOARD/MAP RAIL DATUM POINT Issue For Permit 01.15.21 r EXIST. DOOR TO REMAIN EXIST. DOOR TO BE REMOVED o E EAST MECH MECHANICAL TYP TYPICAL 101 ROOM NUMBER POINT ELEVATION

r i EA EACH MFR MANUFACTURER U

A EG EDGE GUARD y MGB MOISTURE GYPSUM BOARD t DOOR SYMBOL REVISION/CHANGE MATCH LINE

n UR URINAL EH ELECTRIC HEATER MGYP BD MOISTURE GYPSUM BOARD

o EIFS UNO UNLESS NOTED OTHERWISE NEW SINGLE DOOR NEW PAIR OF DOORS EXTERIOR INSULATION FINISH MH MAN HOLE 101 SHADED PORTION IS

C SYSTEM 1 THE SIDE CONSIDERED n MIN MINIMUM V e EJ EXPANSION JOINT e MIRR MIRROR r EL ELEVATION Project No: 081488 G VCP VITRIFIED CLAY PIPE

/ MR MOISTURE RESISTANT

l WINDOW SYMBOL KEY NOTE WALL TYPE

a ELEC ELECTRICAL MO MASONRY OPENING VCT VINYL COMPOSITION TILE Date: 01/15/21

n i ELEV ELEVATION VET VINYL ENHANCED TILE

m MTL METAL r ENAM ENAMEL W1? # # e MULL MULLION VERT VERTICAL Designed by: JME

T DOUBLE ACTING DOOR DOOR WITH EMERGENCY RELEASE HARDWARE EPT EPOXY PAINT N VWB VENTED WALL BASE 9 Drawn by: TTT

1 VWC VINYL WALL COVERING

I EQ EQUAL

ACCESSORY SYMBOL t N NORTH Checked by: MJL r EQUIP EQUIPMENT o NIC NOT IN CONTRACT W p EW EACH WAY

r i NOM NOMINAL A EWC ELECTRIC WATER COOLER W WEST # BI-FOLD DOOR DOOR WITH 180 DEGREE SWING A Sheet Name:

y NTS NOT TO SCALE t EXIST EXISTING W/ WITH n O u WC WATER CLOSET SYMBOLS AND

o EXP EXPANSION OC ON CENTER C WD WOOD EXP EXPOSED STRUCTURE ABBREVIATIONS n OH OVERHANG WF WIDE FLANGE ACCORDION FOLDING DOOR e EXT EXTERIOR POCKET DOOR e OHD OVERHEAD DOOR r WDP WOOD PANELING

G F

/ OD OUTSIDE DIAMETER

/ WR WATER-RESISTANT

0 FD FLOOR DRAIN OPNG OPENING WP WATERPROOF 6 OP OPERABLE PARTITION Sheet No:

FDTN FOUNDATION WWF WELDED WIRE FABRIC BARN DOOR OPP OPPOSITE

1/15/2021 2:50:02 PM 2:50:02 1/15/2021 B A-001 iSSUE FOR PERMIT 1 2 3 4 5 6 7 GENERAL NOTES: REFERENCE KEYNOTES: A-201 A3 A. ALL DIMENSIONS ARE TO FACE OF MASONRY, POURED 101 PROVIDE NEW EXIT DOOR. CONCRETE, OR STUDS UNLESS NOTED OTHERWISE. 102 NEW COLUMN SURROUNDS B. ALL EXTERIOR DOORS TO HAVE ADA COMPLIANT 44' - 10 3/8" +/- 103 INSTALL NEW PAVERS. MANUFACTURER BELGARD- STYLE DUBLIN DOOR THRESHOLDS AND HARDWARE. COBBLE PAVER, COLOR: MIGHNIGHT. SEE DETAIL C6 ON THIS ARCHITECTURE ENGINEERING GEOSPATIAL C. ALL EXISTING SIDING/FINISH, FURRING, TRIM, SHEET FOR PAVER PREPARATION. UP 109 GUTTERS AND DOWNSPOUTS REMOVED IN THE 104 EDGE OF CANOPY 4454 Idea Center Blvd

3' 0" - +/- DEMOLITION PHASE ARE TO BE REPLACED BY NEW E04 E05 MATERIALS IN THE CONSTRUCTION PHASE. 105 NEW FENCE TO MATCH EXISTING. REPLACE AFTER EXTERIOR Dayton, OH 45430 -1500 CONSTRUCTION IS COMPLETE. 937.461.5660 106 CEMENT BOARD SOFFIT TO MATCH SIDING; NEW SHEATHING AND WEATHER BARRIER. E Fax: 937.461.0743 107 NEW LED WALL CYLINDER EXTERIOR LIGHT. LIGHT TO BE LITHONIA-OLLWU LED P1 40K MVOLT DDB. MOUNT FIXTURE AT 7'-6" TO CENTER. USE EXISTING EXTERIOR LIGHTING CIRCUIT. PROVIDE AND WIRE LIGHTS TO A PHOTOCELL MOUNTED ON THE EXTERIOR OF THE BUILDING FOR DUSK/DAWN ON/OFF OPERATION. PROVIDE AND WIRE LIGHTS TO AN IOTA-IIS 125 CG EMERGENCY INVERTER IN CEILING GRID ON INSIDE OF DOORWAY TO PROVIDE EGRESS LIGHTING IN THE EVENT OF A POWER OUTAGE. PROVIDE ALL COMPONENTS AND MODIFY CIRCUITRY AS NEEDED FOR A COMPLETE AND OPERATIONAL SYSTEM. 108 EXISTING CEILING TO REMAIN. 109 NEW WALL MOUNTED EXTERIOR LIGHT. LIGHT TO BE A1 LITHONIA-ARC2 LED P5 40K MVOLT E8WC PE FAO DDBXD. MOUNT A-311 FIXTURE ABOVE DOOR (WEST) OR IN PLACE OF EXISTING (NORTH). FIXTURE TO HAVE -20 DEG CELCIUS BACKUP BATTERY, PHOTOCELL AND FIELD ADJUSTABLE LIGHT OUTPUT CONTROL. WIRE LIGHT TO NEAREST LIGHTING CIRCUIT (WEST) OR EXISTING CIRCUIT. PROVIDE ALL COMPONENTS AND MODIFY CIRCUITRY AS NEEDED FOR A COMPLETE AND OPERATIONAL SYSTEM. 110 NEW EXIT SIGN WITH LED LIGHTS. LIGHT TO BE LITHONIA-ECC R. 55' 4" - +/- UP WALL OR CEILING MOUNT FIXTURE ABOVE DOOR. WIRE LIGHT TO NEAREST LIGHTING CIRCUIT. PROVIDE ALL COMPONENTS AND MODIFY CIRCUITRY AS NEEDED FOR A COMPLETE AND OPERATIONAL SYSTEM. 111 NEW GUTTER AND TRIM, BOTH SIDES OF CANOPY; INSTALL IN THE D SAME CONSTRUCTION AS THE EXISTING GUTTER AND TRIM 112 NEW SIDING AND TRIM ALONG FRONT SIDE OF CANOPY; NEW SHEATHING AND WEATHER BARRIER 113 ADD (2) NEW 3/4" CONDUITS (WITH PULL STRING) AT DOOR AND ABOVE CEILING EXTENDING INTO LOBBY (FOR WIRING FOR D1 FUTURE AUTOMATIC DOOR OPENER); LOCATION OF FUTURE A-201 BUTTON FOR OPENER TO BE COORDINATED WITH OWNER

CONCRETE PAVER

NOTES: 1. CONCRETE PAVER COLORS AS SPECIFIED 2' - 11 5/16" ON SCHEDULE TABLE 2' - 0" 5' - 6" 2' - 0" 2. SAND FOR JOINTS: FINE, SHARP, WASHED,

LEASED BY TENANT BY LEASED NATURAL SAND OR CRUSH STONE WITH 100 PERCENT PASSING NO.16 SIEVE AND NO A3 MORE THAN 10 PERCET PASSING NO. 200 SIEVE A-311 3/4" BITUMINOUS SETTING BED 103 D03 7' - 10" 7' - 4" CRUSHED AGGREGATE 101 GEOTEXTILE FABRIC AIRPORT AREA AIRPORT COMPACTED SUBGRADE 15' - 10 1/8" LIGHT DUTY PAVER C C6 SCALE : 1" = 1'-0"

109 110

A1 A-311 60' - 2 1/2" +/- 2 1/2" 60' -

ENTRY 100A

A2 A-311 A1 h_R20.rvt A-311

102 B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia, 113 D01 Revisions:

erminal_Arc 102 No: Description: Date: 111 Issue For Permit 01.15.21 106 HANGAR DOOR A2 108 104 C1 A-311 nty Airport T Airport nty A-601 6' 1" -

112 107 8' - 7 1/2" D02 A1 Project No: 081488 l/Green Cou l/Green 3' 6" - +/- A-311 Date: 01/15/21 C2 A-601 104 Designed by: JME Drawn by: TTT 102 40' - 3" +/- 99' - 8 1/2" +/- 111

t I19 Termina I19 t Checked by: MJL 105 A Sheet Name: 111 C2 OVERALL FLOOR 111 ounty Airpor ounty A-201 106 PLAN 107

NORTH 60://Green C 60://Green OVERALL FLOOR PLAN PARTIAL RCP 112 Sheet No: A1 SCALE : 1/8" = 1'-0" A2 SCALE : 1/8" = 1'-0"

1/15/2021 2:50:04 PM 2:50:04 1/15/2021 3 BIM A-101 iSSUE FOR PERMIT 1 2 3 4 5 6 7

GENERAL NOTES:

A. ALL DOOR AND WINDOW OPENINGS IN SIDING TO RECEIVE FIBER CEMENT SURROUND. B. ALL TRIM SURROUNDS OF DOORS, WINDOWS, AND ARCHITECTURE ENGINEERING GEOSPATIAL LOUVERS INTERIOR & EXTERIOR TO HAVE MITERED CORNERS. REFER TO MATERIALS SCHEDULE ON 4454 Idea Center Blvd A-601 FOR EXTERIOR FINISHES. Dayton, OH 45430 -1500 A2 C. ALL EXISTING SIDING/FINISH, FURRING, TRIM, GUTTERS AND DOWNSPOUTS REMOVED IN THE 937.461.5660 A-311 DEMOLITION PHASE ARE TO BE REPLACED BY NEW 306 E Fax: 937.461.0743 A1 308 MATERIALS IN THE CONSTRUCTION PHASE. 308 306 D. REPAIR/ADD FLASHING TO MATCH EXISTING WHEN A-311 302 PUTTING IN NEW GUTTERS/DOWNSPOUTS. 305 308 303 306 305 304 302 308 308 308 308 308 308 308 308 REFERENCE KEYNOTES: FUTURE GREENE CO. SIGNAGE 214 REINSTALL EXISTING SPEAKERS TO EXISTING 312 LOCATION AFTER NEW SIDING IS INSTALLED SF1 214 301 301 ADHERED STONE VENEER, DUTCH QUALITY STONE. D03 D01 302 FIBER CEMENT VERTICAL SIDING. PAINT. 303 SIGNAGE WITH BLOCKING/BACKING. COORDINATE FFE - 01 WITH OWNER FOR COLOR, DETAIL AND SIZE. 0" 304 WALL MOUNTED LIGHT WITH 1x4 FIBER CEMENT 307 TRIM. REFER TO SHEET A-101 FOR LIGHT TYPE. 313 A3 313 313 309 301 TRIM PAINT COLOR:XXX. ALL CORNERS MITERED A-311 305 2"x4" ALUMINUM .030 DOWNSPOUT, FINISH: SMOOTH, COLORS: SANDSTONE. TO HAVE MATCHING LIGHT BRONZE STAINLESS STEEL WEST ELEVATION BOOTS TIED TO STORM PIPING. D1 SCALE : 1/8" = 1'-0" 306 6" ALUMINUM .030 GUTTER, FINISH: COLOR- SANDSTONE. 307 BLUESTONE RIVERLAND SEAT WALL. MATCH EXISTING COLOR. D 308 1X4 FIBER CEMENT TRIM TYP. ALL WINDOWS, LOUVERS, DOORS & WALL CORNERS/EDGES. TRIM PAINT. ALL CORNERS MITERED. 309 WALL MOUNTED LIGHT. REFER TO SHEET A-101. 310 EXTERIOR RECEPTACLE WITH TRIM SURROUND. 311 EXTERIOR HOSEBIBB WITH TRIM SURROUND. 312 NEW FENCE TO MATCH EXISTING. REPLACE AFTER EXTERIOR CONSTRUCTION IS COMPLETE. EXISTING BUILDING 313 EXISTING WINDOWS TO REMAIN. NO NEW WORK PROPOSED

306 308 305 305 308 302 306 305 308 308 308 308 308 308 308 214

302 C SF2 307 301 D02

FFE - 01 0"

313 301 313 EXISTING BUILDING NO NEW WORK PROPOSED SOUTH ELEVATION C2 SCALE : 1/8" = 1'-0" h_R20.rvt

B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia,

Revisions:

erminal_Arc No: Description: Date: EXISTING BUILDING Issue For Permit 01.15.21 NO NEW WORK PROPOSED nty Airport T Airport nty

308 308 302 308 306 304 Project No: 081488 l/Green Cou l/Green Date: 01/15/21 308 308 Designed by: JME

E05 E04 Drawn by: TTT

t I19 Termina I19 t 311 Checked by: MJL

310 FFE - 02 1'-1 1/2" A Sheet Name: BUILDING ounty Airpor ounty EXISTING BUILDING ELEVATIONS NORTH ELEVATION NO NEW WORK PROPOSED A3 SCALE : 1/8" = 1'-0"

60://Green C 60://Green Sheet No:

1/15/2021 2:50:07 PM 2:50:07 1/15/2021 3 BIM A-201 iSSUE FOR PERMIT 1 2 3 4 5 6 7

REPLACE EXISTING FLASHING AT EXISTING ROOF / GUTTER EDGE (INCLUDING CANOPIES) AND EXTEND EXISTING ROOFING OVER GUTTER EDGE AND RESTORE ROOFING TO PREVIOUS STATE PRIOR TO WEATHER BARRIER OVER 5/8" CONSTRUCTION ARCHITECTURE ENGINEERING GEOSPATIAL EXTERIOR PLYWOOD SHEATHING 4454 Idea Center Blvd ATTACHED THRU INSULATION TO CMU PRE-FINISHED E Dayton, OH 45430 -1500 ADHERED STONE VENEER P METAL FLANGE AND EX. CMU LO S SET IN MULTI- 937.461.5660 Fax: 937.461.0743 MORTAR SETTING BED 7/8" 2 5/16" PURPOSE FLASHING E WEATHER BARRIER CEMENT 2X4, FASTEN TO EXTERIOR GRADE MOISTURE MORTAR JOINT OVER 5/8" EXTERIOR EXISTING CMU & PRESSURE TREATED 2X4 PRE-FIN. ALUM. PLYWOOD SHEATHING SILL BLOCKING w/ 5/8" DIA. LAP WRB OVER WEEP SCREED EAVE FLASHING ANCHOR BOLTS @ 48" O.C. AT STARTER FIBER CEMENT SIDING ON APPROVED BASE OF ALL EXTERIOR WEATHER BARRIER GUTTER FASTENER WALLS WEEP SCREED STARTER ENDS EXISTING CMU CONT. DARK BRONZE ANODIZED PRE-FINISHED EXTEND DARK BRONZE WEEP SCREED ALUMINUM MTL. FLASHING. METAL GUTTER; STARTER MIN. 1 IN. (25 mm) BELOW HEMMED TO EXTEND 1/2" GUTTER 2 IN. (51 mm) MIN. AT PAVING BEYOND FACE OF HARDIE SIZED TO MATCH PLANK ONTO STONE STILL. SHALL LAP EXISTING

CONT. FABRICATED DARK BRONZE 1" 1 3/4" ADHERED STONE METAL THRU WALL FLASHING & TO LEDGE (SLOPED) EXTEND UP UNDER WEEP SCREED NOTE: PRE-FIN. ALUM. & WEATHER BARRIER. TYP. CONT. RIGID INSULATION (R -15) DRIP EDGE GUTTER SEALANT AT TOP AND BOTTOM OF 1. PROVIDE EXPANSION JOINT SPACING @ GUTTER PER FLASHING. CONT. SEALANT SMACNA GUIDELINES. MANUFACTURED STONE VENEER WALL OVER LATH ON WEATHER 2. GUTTER & FLASHING BY MTL. BLDG.MFR. - EXACT DETAILS & BARRIER OVER 5/8" EXTERIOR INSTALLATION PER MFR. RECOMMENDATIONS. PLYWOOD SHEATHING EXISTING WALL FIBER CEMENT AND ROOF TYP. WALL BASE DTL. ADHERED STONE DETAIL TYP. GUTTER EXPANSION DETAIL TRIM CONSTRUCTION D D1 SCALE : 1 1/2" = 1'-0" D2 SCALE : 3" = 1'-0" D4 SCALE : 1 1/2" = 1'-0" COUNTER NEW CONSTRUCTION FLASHING WITH 1' - 5 1/2" PER WALL SECTIONS DRIP EDGE 9" 9" GUTTER DETAIL @ ROOF D6 SCALE : 6" = 1'-0"

REGLET AT BOTTOM COMPATIBLE SEALANT D6 A-311 EXISTING 4x4 STEEL POST EQ EQ MTL. SLEEVE MASONRY ANCHOR

EQ BELOW: ADHERED STONE 9" VENEER SET IN SEALANT BRACING CAST STONE CAP STRAP - COLOR

1' - 5 1/2" 1' - AND MATERIAL TO MATCH

9" BACKER ROD AND SEALANT AT DOWNSPOUT C

EQ ALL CAP JOINTS. THRU WALL FLASHING AND SEALANT TO FULLY SURROUND COLUMN CAP AND EXTEND OUT WITH METAL DRIP EDGE. PRE-FINISHED 8 1/2" 0" 8 1/2" ALUM. DOWNSPOUT WALL CONSTRUCTION DOWNSPOUT BEYOND. VARIES- SEE BLDG. EXTERIOR LIGHT ELEVATIONS. FIXTURE. TYP. CAST STONE CAP DETAIL C5 SCALE : 1 1/2" = 1'-0" CEMENT SIDING OVER WEATHER BARRIER ON 5/8" PAINT EXISTING TYP. DOWNSPOUT BRACING EXT. PLYWOOD STEEL COLUMN. C6 SCALE : 1 1/2" = 1'-0"

SEALANT AT ALL 4 C5 SIDES OF POST AIR GAP CEMENT SIDING A-311 EXISTING 4x4 STEEL POST CAST STONE CAP w/ 1% SLOPE AWAY

h_R20.rvt 4X8 SOLID CMU BLOCK WEATHER BARRIER ON FROM COLUMN ADHERED STONE LEDGE POST ON ALL SIDES. ADHERED STONE VENEER OVER

5/8" EXT. PLYWOOD AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia, BORAL DRAIN N DRY SYSTEM B (BASIS OF DESIGN) OVER MANUFACTURED STONE D2 CONT. THRU-WALL METAL B6 WEATHER BARRIER VENEER A-311 FLASHING AND SEALANT TO Revisions: 5/8" EXTERIOR PLYWOOD FULLY SURROUND COLUMN CAP.

erminal_Arc A-311 No: Description: Date: SHEATHING ATTACHED GALVANIZED METAL STRAP @ THRU INSULATION TO CMU 16"O.C, VERTICAL, ATTACHED Issue For Permit 01.15.21 GALVANIZED METAL STRAP @ TO COLUMN AT EACH FACE.

7' 6" - 16" 0.C. VERTICAL, ATTACHED WEATHER BARRIER 5/8" ADHERED STONE LEDGE TO COLUMN AT EACH FACE EXTERIOR PLYWOOD SHEATHING ATTACHED THRU R-15 RIGID INSULATION nty Airport T Airport nty INSULATION TO CMU MANUFACTURED STONE VENEER 4" CMU OVER LATH ON WEATHER BARRIER 5' 4" - 4" OVER PLYWOOD MANUFACTURED STONE LATH, SCRATCH COAT, VENEER TYP. CAST STONE SECTION DETAIL B6 SCALE : 1 1/2" = 1'-0" MORTAR BED 4' 0" - 4' 0" - AIR GAP Project No: 081488 l/Green Cou l/Green RIGID INSULATION (R -15) LATH, SCRATCH COAT, CONT. WEEP SCREED TYP. w/ CONT. 2' - 0" 2' - 0" Date: 01/15/21 D1 MORTAR BED MTL. FLASHING w/ SEALANT TO FULLY CONT. THRU WALL MTL. D1 A-311 SURROUND COLUMN BASE AND EXTEND 1' - 7 1/2" 5' - 10 1/2" 1' - 7 1/2" FLASHING w/ DRIP EDGE A-311 CONT. THRU WALL MTL. CONCRETE CAP. ASHLAR DOWN OVER SOLID FOUNDATION Designed by: JME FLASHING w/ DRIP EDGE TADEM CAP. COLOR: PEWTER BLOCK. TIE IT BACK TO CONCRETE.

1/2" EXPANSION JOINT W/ 4" Drawn by: TTT COMPRESSIBLE FILLER CONCRETE PAVER WALL. t I19 Termina I19 t 1/2" SEALAND OVER COMPRESSICE MJL

2" Checked by: EX. CONCRETE PAD FILLER, ALL AROUND. WESTON STONE RETAINING

FFE - 01 2" FFE - 01 0" CONCRETE FILL DOWN TO TOP 0" WALL. COLOR: COTSWOLD OF EXISTING FOUNDATION. 1' 8" - MIST TUMBLED. A Sheet Name: SAWCUT AND REPLACE EXISTING FFE - 01 SIDEWALK WHERE NECESSARY 0" WALL SECTIONS ounty Airpor ounty FIELD VERIFY FIELD 4" MIN. 4" EXISTING FOUNDATION MIN. 0' -4" COMPACTED GRANULAR FILL, MATCH FOOTPRINT OF PATIO WALL

60://Green C 60://Green EXTERIOR WALL SECTION WALL SECTION AT ENTRY PATIO SECTION Sheet No: A1 SCALE : 3/4" = 1'-0" A2 SCALE : 3/4" = 1'-0" A3 SCALE : 1/2" = 1'-0"

1/15/2021 2:50:08 PM 2:50:08 1/15/2021 3 BIM A-311 iSSUE FOR PERMIT 1 2 3 4 5 6 7

DOOR TYPES T = TEMPERED SAFETY GLASS FRAME TYPES DOOR SCHEDULE DOOR FRAME DETAILS FIRE HARDWARE REFER TO SCHEDULE REFER TO SCHEDULE REFER TO NO. WIDTH HEIGHT TYPE GLAZING TYPE TYPE HEAD JAMB SILL RATING SET COMMENTS SCHEDULE 2" 2" 2" 2" 2" EQ. EQ. 2" ARCHITECTURE ENGINEERING GEOSPATIAL 2' - 0" REFER TO SCHEDULE D01 6' - 4"0" 7' - 0" D2 1" TEMP INSUL F2 A1/A-601 (SIM) A2/A-601 & A3/A-601 (SIM) B3 - 1 ALUM.CLEAR ANODIZED, EXISTING HEADER 6' - 0" 3' - 0" D02 3' - 0" 7' - 0" D3 1" TEMP INSUL F3 A1/A-601 (SIM) A2/A-601 & A3/A-601 (SIM) B3 - -2 ALUM. CLEAR ANODIZED, EXISTING HEADER 2" 2" 4454 Idea Center Blvd D03 3' - 0" 7' - 0" D1 - F1 A1/A-601 A2/A-601 & A3/A-601 B3 - 3 PAINT DOOR AND FRAME 1' 9" - 1' 9" - Dayton, OH 45430 -1500 7" MAX. 7" 4" E04 6' - 4" 7' - 0" ------EXISTING DOOR AND FRAME. APPLY NEW PAINT 6' - 0" 937.461.5660 E05 6' - 4"0" 7' - 0" ------EXISTING DOOR AND FRAME. APPLY NEW PAINT 2" 2" E Fax: 937.461.0743 3' 0" - T MATERIALS SCHEDULE 7' 0" - MATERIAL MATERIAL MANUFACTURER MATERIAL FINISH/DESCRIPTION GT-1

T SCHEDULE TO REFER REFER TO SCHEDULE TO REFER T T SCHEDULE TO REFER

3' - 7" MAX. 7" 3' - ADHERED & CAST STONE MORTAR ARRISCRAFT COLOR STYLE: NATURAL GRAY HOLLOW METAL ALUMINUM ALUMINUM ADHERED CAST STONE SILLS, CAPS, ARRISCRAFT ALL ADHERED STONE SILLS AND COLUMN CAPS COLOR: STEEL GRAY HOLLOW METAL STOREFRONT STORE FRONT (PAINT) STOREFRONT STORE FRONT & TRIM W/ HALF GLAZING DOOR SINGLE DOOR DOOR SINGLE DOOR ADHERED STONE VENEER ARRISCRAFT MANUFACTURED STONE VENEER. COLOR: STEEL GRAY D1 D2 D3 F1 F2 F3 ALUMINUM GUTTERS, DOWNSPOUTS DIMENSIONAL METALS INC. 6" ALUMINUM 0.030 GUTTERS, 0.30 DOWNSPOUT - FACTORY PRIMED, GUTTER PAINTED TO MATCH TRIM, DOWNSPOUT PAINTED TO MATCH SIDING 8' - 2 1/2" 5' - 8" ALUMINUM SOFFIT PANELS (VENTED DIMENSIONAL METALS INC. MANUFACTURER'S STANDARD COLOR: SANDSTONE - MODEL VS0512 1/2" H, 12" O.C. - 7 1/2" 3' - 7 1/2" 2" 3' - 7 1/2" 2" 2" 4' - 10 1/2" 7 1/2" & SOLID), & ALUM. FASCIA WRAPS BASESHEET .032 ALUMINUM - PRE-FINISHED: SMOOTH. COLOR: SANDSTONE DOORS & FRAMES PAINTED w/ PRO INDUSTRIAL PRE-CATALYZED WATER BASED EPOXY PAINT. SHERWIN B1 WILLIAMS - COLOR:SW SUMMIT GRAY 7669 A-601 FIBER CEMENT SIDING VERTICAL SIDING - SELECT CEDARMILL - COLOR: COBBLE STONE

2" GT-1 FIBER CEMENT TRIM - ALL 5/4 NT3 SMOOTH. THICKNESS: 3/4" SIZE: 4" & 7.5"- COLOR: PAINT SW: SUMMIT GRAY 7669 GT-1

1' - 11" 1' - EXTERIORS (WINDOWS, DOORS, 1' - 11" 1' - 2" D

2" LOUVERS, & TRIM) PAVER AND BED SEAT WALL BELGARD WESTON STONE RETAINING WALL. COLOR: COTSWOLD MIST TUMBLED. GT-1 GT-1 DOOR & WINDOW GLAZING TYPES 1' - 11" 1' - 1' - 11" 1' - SF2 HSS 3.5x3.5x5/16 SF1 GT-1

7' 8" - TEMPERED, 1" INSULATED, LAMINATED 7' 8" - GT-1 GT-1

1' - 11" 1' - INTERIOR 1' - 11" 1' - MOISTURE/FIRE/PRESSURE TREATED TRIM AROUND INTERIOR EDGE OF ENTIRE GT-1 NOTES: GT-1 WINDOW MITER ALL CORNERS. 1. ALL GLASS PANELS ARE TYPE GT-1 CLEAR INSULATED LAMINATED EX. CMU

B2 11" 1' - GLASS FOR ALL EXTERIOR DOORS AND WINDOWS. 1' - 11" 1' - A-601 2. COORDINATE FRAME PREP. AND CONDUIT ROUTING FOR DOOR (1) LAYER WEATHER CONT. SEALANT CONTACTS BARRIER OVER 5/8" 3. ALL DOORS IN STOREFRONT SYSTEMS TO HAVE CONTINUOUS EXTERIOR SHEATHING ON 2 BACKER ROD AND SEALANT HINGES. TYPICAL. 1/2" RIGID INSULATION (R15) 2X PRESSURE

1' 4" - 4. REFER TO SPECIFICATIONS FOR DOOR HARDWARE INFORMATION FASTENED TO 8" CMU TREATED NAILER 1' 4" - FFE - 01 FFE - 01 SIDING ON WEATHER BARRIER 1X4 FIBER CEMENT TRIM, 0" 0" SCRIBED TO FIT. SEALANT DRILL AND EPOXY NEW REINFORCE BELOW EACH DRILL AND EPOXY NEW C REINFORCE BELOW EACH WINDOW WITH (2) #4 BARS IN HORIZONTAL REINFORCING INTO ON ALL SIDES. MITER ALL HORIZONTAL REINFORCING INTO CORNERS EXISITNG FULLY GROUTED JAMB, WINDOW WITH (2) #4 BARS IN FULLY GROUTED BOND BEAM EXISITNG FULLY GROUTED JAMB, MINIMUM 6" EMBEDMENT FULLY GROUTED BOND BEAM MINIMUM 6" EMBEDMENT ADHERED STONE SILL BELOW STOREFRONT TYPE "SF1" STOREFRONT TYPE "SF2" EXTERIOR C1 SCALE : 1/2" = 1'-0" C2 SCALE : 1/2" = 1'-0" 7 1/2" WINDOW JAMB DETAIL C4 SCALE : 1 1/2" = 1'-0"

CONNECT VERTICAL LEGS EX. CMU LL 6x3.5x3/8 WITH (1) 3/4: DIAM BOLT FIBER CEMENT SIDING EVERY 2' -0" O.C. 1" 1" REMOVE EXISTING CMU STONE (BEYOND) H.M. DOOR AS SCHED. WEATHER BARRIER OVER 5/8" REPLACE WITH NEW 1/2" THRESHOLD SET IN EXTERIOR SHEATHING ON 2 1/2" CMU AND GROUT SOLID. SEALANT HSS 3.5x3.5x5/16 RIGID INSULATION (R15) FASTENED

1 1/2" REPLACING EXISTING NEW PATIO PAVER CONTRACTOR TO 8" CMU INTERIOR WALL PROTECT THE EX. 2X PRESSURE TREATED WD. NAILERS CONSTRUCTION UP TO THE

1 1/2" FLOORING AND FACE OF THE CMU. SMOOTH, REPLACE IF FINISHES CONTINUOUS METAL FLASHING WELD HSS w/ DRIP EDGE TAPED, SAND AND REPAINT 2 3/4" ARE DAMAGES.

COLUMN TO 7 1/2" TO MATCH EXISTING COLOR. h_R20.rvt DOUBLE 3/16" 1X4 FIBER CEMENT TRIM, ANGLE SCRIBED TO FIT B AIRPORT REGIONAL JACKSON A. LEWIS COUNTY GREENE RENOVATION EXTERIOR TERMINAL Road N Valley 140 45385 OH Xenia, BACKER ROD AND INSTALL NEW LL 3/16"

2 3/4" SEALANT, BOTH SIDES 6x3.5x3/8, MINIMUM 6" WELD 3/16" BEARING ON CMU MITERED Revisions:

erminal_Arc 3/16" DOUBLE No: Description: Date: HSS 3.5x3.5x5/16 ANCHOR BASEBLATE WITH (2) 1/2" DIAM HITLI HIT -HY -70 ANGLES EXTERIOR SILL DETAILS STOREFRONT HEADER DETAILS Issue For Permit 01.15.21 TOGETHER ANCHOR BOLTS, OR APPROVED EQUAL. MINIMUM 12" EMBEDMENT INTO FULLY GORUTED CMU. B3 SCALE : 1 1/2" = 1'-0" B4 SCALE : 1 1/2" = 1'-0"

T/ COLUMN & LINTEL ATTACHMENT COLUMN BASEPLATE WEATHER BARRIER OVER 5/8" ALUM. STOREFRONT. SEE B1 SCALE : 3" = 1'-0" B2 SCALE : 3" = 1'-0" INTERIOR EXTERIOR EXTERIOR SHEATHING ON 2 1/2" SCHEDULE nty Airport T Airport nty RIGID (R15) INSULATION FASTENED EX. CMU SIDING ON WEATHER BARRIER TO 8" CMU BACKER ROD AND SEALAND REINFORCE JAMB STONE SILL. W/ 1/4" SLOPE. SHIM EITHER SIDE OF NEW ADHERED STONE SILL BELOW GYP BOARD, PAINT INTERIOR EXTERIOR INTERIOR EXTERIOR SILL FLASHING DOOR WITH (1) #4 BAR MATCH INTERIOR WALL WEATHER BARRIER OVER 5/8" Project No: 081488 l/Green Cou l/Green EXTENDING FROM TOP EX. CMU ADHERED STONE SILL ABOVE MORTAR SETTING BED FIBER CEMENT SIDING ON OF FOUNDATION TO EXTERIOR SHEATHING ON 2 1/2" RIGID Date: 01/15/21 REINFORCE JAMB EITHER WEATHER BARRIER OVER 5/8" INSULATION (R15) FASTENED TO 8" CMU ADHERED STONE VENEER EX. CMU WEATHER BARRIER BOTTOM OF NEW REPLACING EXISTING SIDE OF NEW DOOR WITH EXTERIOR SHEATHING ON 2 1/2" RIGID STEEL LINTEL MORTAR JOINT REMOVE EXISTING CMU REPLACE (1) #4 BAR EXTENDING INSULATION (R15) FASTENED TO 8" CMU 2x PRESSURE TREATED NAILER INTERIOR WALL Designed by: JME WITH NEW CMY AND GROUT SOLID. FROM TOP OF LAP WRB OVER WEEP SCREED CONSTRUCTION UP TO REPLACING EXISTING LATH, SCRATCH COAT, MORTAR BED RETURN STONE VENEER, PLYWOOD STARTER THE FACE OF THE CMU. Drawn by: TTT WEATHER BARRIER OVER 5/8" FOUNDATION TO BOTTOM REPLACING EXISTING INTERIOR WALL EXTERIOR SHEATHING ON 2 1/2" RIGID OF NEW STEEL LINTEL SHEATHING, FIBER CEMENT DOOR TRIM & WEEP SCREED STARTER SMOOTH, TAPED, SAND t I19 Termina I19 t INTERIOR WALL MJL CONSTRUCTION UP TO 2x PRESSURE TREATED NAILER BOARD GYP. MIN. 2' ALL WALL SYSTEM ELEMENTS AROUND AND REPAINT TO MATCH Checked by: INSULATION (R15) FASTENED TO 8" CMU CONSTRUCTION UP TO THE FACE OF THE CMU. REPLACING EXISTING CORNER TO C.M.U. WALL AT OPENING EXTEND WEEP SCREED STARTER EXISTING COLOR. 2' MIN. 2' CONTINUOUS METAL FLASHING w/ DRIP THE FACE OF THE CMU. SMOOTH, TAPED, SAND INTERIOR WALL RETURN STONE VENEER, ALL CONDITION. MIN. 1 IN. (25 mm) BELOW TOP OF EDGE & SEALANT WALL SYSTEM ELEMENTS AROUND SMOOTH, TAPED, SAND FOUNDATION A AND REPAINT TO MATCH CONSTRUCTION UP TO BOARD GYP. MIN. 2 Sheet Name: EXISTING COLOR. 2X PRESSURE TREATED WD. NAILERS THE FACE OF THE CMU. CORNER TO C.M.U. WALL AT AND REPAINT TO MATCH EX. CMU SMOOTH, TAPED, SAND OPENING CONDITION. TYP. SEE EXISTING COLOR. DOOR

ounty Airpor ounty 1X4 FIBER CEMENT TRIM, SCRIBED TO FIT AND REPAINT TO MATCH WALL BASE DTL. CONT. BACKER ROD, CAULK, & SEALANT INSTALL NEW LL BACKER ROD AND SEALANT, BOTH SIDES EXISTING COLOR. AROUND DOORS ON BOTH SIDES SCHEDULE,TYPES & 6x3.5x3/8, MINIMUM 6" CONT. BACKER ROD, CAULK, & SEALANT DOOR/ FRAME AS DOOR/ FRAME AS BEARING ON CMU AROUND DOORS ON BOTH SIDES SCHEDULE DETAILS 4" H.M. HEAD SCHEDULE

60://Green C 60://Green TYP. DOOR HEAD DTL. TYP. DOOR JAMB DTL. @ STONE TYP. DOOR JAMB DTL. @ SIDING STOREFRONT SILL DETAL Sheet No: A1 SCALE : 1 1/2" = 1'-0" A2 SCALE : 1 1/2" = 1'-0" A3 SCALE : 1 1/2" = 1'-0" A4 SCALE : 1 1/2" = 1'-0"

1/15/2021 2:50:11 PM 2:50:11 1/15/2021 3 BIM A-601 iSSUE FOR PERMIT