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Greene County Lewis A. Jackson Regional Airport

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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 v r . 0 2 R _ h ARCHITECTURAL c r 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 a n i m Revisions: r VICINITY MAP e No: Description: Date: T t r o p r i A y t n u o C n e e r Project No: 081488 G JILL M. ELDER 1917677 / l a Date: 01/15/21 n STRUCTURAL i m r THIS WORK WAS PREPARED BY e Designed by: JME T ME OR UNDER MY SUPERVISION 9 Drawn by: TTT 1 I t Checked by: MJL r o p r i A PROJECT A Sheet Name: y t SITE n COVER u o C n e e r G / / : 0 Mark Mainridge E -76040 6 Sheet No: 3 M I 1/15/2021 1:29:23 PM 1:29:23 1/15/2021 B G-001 i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dea 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.
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