Gabes Owensboro Kentucky - ftp.envisionky.comftp.envisionky.com/FFO GATEWAY/G1.0 GENERAL PROJECT...
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G1.0 PROJECT NUMBER: ISSUE DATE: REV NO. REV NO. DATE DATE DESCRIPTION DESCRIPTION GENERAL PROJECT INFORMATION 19008 02/25/2019 ARCHITECT OF RECORD Robert Michael Hughes - License No. 6925 Expiration Date 06/30/2018 2512 CALUMET TRACE GATEWAY COMMONS WEST OWENSBORO, KY 42303 2/25/19 Building Code Data CODES: 2013 KENTUCKY BUILDING CODE KENTUCKY STATE PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 2009 NATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE ANSI 117.1 LATEST EDITION NFPA 13 SEISMIC DESIGN CATEGORY ‘C’ NARRATIVE THE PROJECT CONSISTS OF THE CONSTRUCTION OF A SINGLE STORY BUILDING WITH MERCANTILE (M) OCCUPANCY (BURKES). THE BUILDING IS A COMBINATION OF EXTERIOR CONCRETE TILT WALLS, STEEL COLUMNS AND TRUSSES, WITH STEEL ROOF DECK. THIS IS TYPE IIB CONSTRUCTION. THE BUILDING IS FULLY SPRINKLERED AND SHALL BE MODIFIED AS REQUIRED FOR THE FIRE MARSHAL’S APPROVAL. USE GROUP M - MERCANTILE WITH ACCESSORY B - BUSINESS S - STORAGE ALLOWABLE BUILDING AREA: (TABLE 503) TYPE IIB, 1 STORY, FULLY SPRINKLERED 12,500 S.F. + FRONTAGE INCREASE + SPRINKLER INCREASE 506.2 FRONTAGE INCREASE 0.19 = ( 256 / 578 - .25 ) 30 / 30 A = 12,500 S.F. + 12,500 X 0.19 + 12,500 27,375 S.F. = 12,500 + ,2,375 + 12,500 CONSTRUCTION TYPE: (SECTION 601) IIB – UNPROTECTED FULLY SPRINKLERED PER SECTION 903 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS STRUCTURAL FRAME 0 BEARING WALLS EXTERIOR 0 INTERIOR 0 NONBEARING EXTERIOR 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 INTERIOR PARTITIONS 0 INTERIOR FINISHES CLASS C THROUGHOUT (TABLE 803.1.1) Building Area FIRST FLOOR MERCANTILE 14,957 S.F. BUSINESS 456 S.F. MERCANTILE STORAGE 6,784 S.F. UNOCCUPIED 1,398 S.F. TOTAL 23,595 S.F. Actual Occupancy Load MAX. FLOOR ALLOWANCE PER OCCUPANT (TABLE 1004.1.2) FIRST FLOOR MERCANTILE 14,957 S.F. (1 per 30) 499 BUSINESS 456 S.F. (1 per 100) 5 M. STORAGE 6,784 S.F. (1 per 300) 23 BUILDING TOTAL 527 Exit Requirements GROUP M TRAVEL DISTANCE: 250' (TABLE 1017.2) MAXIMUM DEAD END CORRIDORS LENGTH: 50' (SECTION 1020.4) EGRESS WIDTH (INCHES PER OCC. – LEVEL): 0.15" (SECTION 1005.3.2) EGRESS WIDTH (INCHES PER OCC. – STAIRS): 0.30" (SECTION 1005.3.1AISLE ) MINIMUM CORRIDOR OR AISLE WIDTH: 44" (TABLE 1020.2) MINIMUM CLEAR OPENING @ EXIT DOOR: 32" (SECTION 1010.1.1) MINIMUM WIDTH @ STAIRS: 44" (SECTION 1009.3 & 1011) Required Number of Exits TABLE 1006.3.1 3 REQUIRED PER FLOOR Required Number of Accessible Entrances SECTION 1105.1 1 REQUIRED (60% OF ENTRANCES) 2 PROVIDED Building Heights 4 STORIES – 55' MAXIMUM HEIGHT ALLOWABLE PER TABLE 503 & SECTION 504.2 Fire Protection System SECTION 903 NFPA 13 FULLY SPRINKLERED Plumbing Fixture Analysis SECTION 2902 -* 815 KAR 20:191 MINIMUM PLUMBING FACILITIES MERCANTILE (M) OCCUPANCY: WATER CLOSETS: Male = 1 per 150 Female = 1 per 100 Lavatories: Male = 1 per 200 Female = 1 per 200 Drinking Fountains = 1 per 500 Service Sink = 1 OCCUPANCY = ONE (1) PERSON PER 100 SQUARE FEET OF TOTAL AREA. 23,595 SF / 100 = 236 OCCUPANTS 118 MALES & 118 FEMALES PLUMBING FIXTURE REQUIREMENTS: MERCANTILE WC & UR LAV DF SERV SINK Required 1M /2F 1M / 1F 1 1 Provided 1M / 2F 1M / 1F 2 1 CONSTRUCTION SAFEGUARDS: 1. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED SO AS NOT TO ENDANGER THE PUBLIC, THE WORKERS, OR ADJOINING PROPERTY FOR THE DURATION OF THE CONSTRUCTION PROJECT. 2. WASTE MATERIALS SHALL BE REMOVED IN A MANNER WHICH PREVENTS INJURY OR DAMAGE TO PERSONS, ADJOINING PROPERTY, AND PUBLIC RIGHT-OF-WAY. 3. SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION OR DEMOLITION ACTIVITIES IN ACCORDANCE WITH INTERNATIONAL EXISTING BUILDING CODE (IEBC). 4. PEDISTRIANS SHALL BE PROTECTED WITH BARRICADES PER INTERNATIONAL EXISITNG BUILDING CODE. ALL BARRICADES SHALL BE CONSTRUCTED TO COMPLY WITH IEBC. 5. ADJOINING PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND/OR CONSTRUCTION. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 906 INTERNATIONAL FIRE CODE. DEFERRED SUBMITTALS LIST: 1. FIRE SPRINKLER DRAWINGS AND CALCULATIONS. 2. FIRE ALARM AUDIO / VISUAL. PERMITTED SEPARATELY: 1. SIGNAGE PROJECT LOCATION Abbreviations ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISHED FLOOR BLK BLOCK BLKG BLOCKING CLG CEILING CONC CONCRETE CONT CONTINUOUS, CONTINUE CJ CONTROL JOINT CPT CARPET DIA DIAMETER DN DOWN DWG DRAWING ELEV, EL ELEVATION EJ EXPANSION JOINT EOS EDGE OF SLAB ES EXPOSED STRUCTURE EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXT EXTERIOR FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FIN FINISH FLR FLOOR FO FINISHED OPENING FOB FACE OF BLOCK FP FIREPROOF FV FIELD VERIFY FWC FABRIC WALL COVERINGS GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GLASS GYP BD GYPSUM WALL BOARD HM HOLLOW METAL HP HIGH POINT JT JOINT LAM LAMINATE LAV LAVATORY MAX MAXIMUM MTL METAL MIN MINIMUM MO MASONRY OPENING NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OH OPPOSITE HAND OPN'G OPENING P LAM PLASTIC LAMINATE PJ PANEL JOINT PL PLATE PLYWD PLYWOOD PO PANEL OPENING RAD RADIUS RCP REFLECTED CEILING PLAN RBR RUBBER RE: REFERENCE REQ'D REQUIRED RO ROUGH OPENING S/L STEEL LINE SA SOUND ATTENUATION BLANKETS SIM SIMILAR STL STEEL SUSP CLG SUSPENDED CEILING TO TOP OF TOC TOP OF CONCRETE TOS TOP OF STEEL TOP TOP OF PANEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERINGS W/ WITH WD WOOD General Requirements EXTENT OF THE WORK: • THE SPECIFICATIONS AND DRAWINGS COVER THE COMPLETE CONSTRUCTION SCOPE. THEY ARE INTENDED TO BE COMPLEMENTARY AND ANYTHING MENTIONED OR IMPLIED BY ONE WILL BE CONSIDERED TO BE INCLUDED AS THOUGH MENTIONED BY ALL. CODES, PERMITS, LAWS, ETC.: • COMPLY WITH ALL FEDERAL, STATE, AND MUNICIPAL LAWS, CODES, ORDINANCES APPLICABLE TO THE WORK. AND ALL REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS HAVING JURISDICTION. IF THE ABOVE LAWS, CODES, OR ORDINANCES CONFLICT WITH THE SPECIFICATIONS, THE LAWS, ETC., SHALL GOVERN, EXCEPT WHERE THE SPECIFICATIONS EXCEED THEM IN QUALITY OR QUANTITY OF LABOR OR MATERIALS. THE SUBCONTRACTOR WILL OBTAIN AND PAY FOR ALL PERMITS REQUIRED IN CONNECTION WITH THE EXECUTION OF HIS WORK. SAFETY: • AT ALL TIMES PROVIDE SAFE WORK ENVIRONMENTS, CONDUCT ALL OPERATIONS IN A MANNER THAT ELIMINATES RISK TO ANY TRADES PERSON, MAINTAIN ALL CONDITIONS IN A WAY THAT ELIMINATES ALL RISK TO VISITORS AND TO THE PUBLIC, AND ELIMINATE THE RISK OF DAMAGE TO PROPERTY ON AND ADJACENT TO THE SITE. • THIS IS THE FUNDAMENTAL RESPONSIBILITY OF EVERY INDIVIDUAL ON THE SITE. ALL SUPERVISORS MUST ACCEPT COMPLETE RESPONSIBILITY FOR PREVENTION OF ACCIDENTS AND FOR SAFETY OF ALL WORK UNDER THEIR DIRECTION. • BY CONTRACT AND BY LAW, EVERY COMPANY ON ON THE SITE IS AT A MINIMUM TO CONFORM TO THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, AND TO THE LAWS OF EVERY ENTITY HAVING JURISDICTION OVER THE WORK. • ANY COMPANY OR INDIVIDUAL REFUSING TO CORRECT OBSERVED SAFETY VIOLATIONS WILL BE BANNED FROM THE SITE AT LEAST UNTIL SUCH VIOLATIONS ARE CORRECTED, AND WILL BE HELD COMPLETELY RESPONSIBLE FOR ALL RESULTING EFFECTS. HAZARDOUS MATERIALS: • THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED AND DRY AND WELL-VENTILATED CONDITIONS. • THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL. CONFLICTS IN DOCUMENTS AND CONDITIONS: • THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL REPORT IMMEDIATELY TO THE SUPERINTENDENT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE SUB-CONTRACTOR PERFORMS ANY WORK KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT IMMEDIATE NOTICE TO THE SUPERINTENDENT, THE SUB CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. • THE SUB CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE SUB CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE SUPERINTENDENT AT ONCE. • THE SUB CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SUBMITTALS APPROVED BY THE GENERAL CONTRACTOR. THE SUB CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTION OF THE WORK. Project Consultants STRUCTURAL MECHANICAL / PLUMBING / ELECTRICAL THE CONTRACTOR SHALL EXAMINE ENTIRE SET PRIOR TO SUBMITTING BID. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. BLANCHARD AE GROUP, LLC 1119 BRYNWOOD CT LAWRENCE KS 66049 785-312-0523 GATEWAY COMMONS WEST OWENSBORO KENTUCKY Sheet Index G1.0 GENERAL PROJECT INFORMATION ARCHITECTURAL LS1.0 LIFE SAFETY PLAN AS1.0 ARCHITECTURAL SITE PLAN AS1.1 ARCHITECTURAL SITE DETAILS A1.0 FLOOR PLAN A1.1 ENLARGED FLOOR PLANS & DETAILS A3.0 EXTERIOR ELEVATIONS A4.0 ROOF PLAN A4.1 ROOF DETAILS A5.0 PARTITION TYPES A5.1 WALL SECTIONS A5.2 WALL SECTIONS A6.0 DOOR SCHEDULE & WINDOW DETAILS STRUCTURAL S0.0 GENERAL NOTES S1.0 FOUNDATION PLAN S1.1 FOUNDATION DETAILS S2.0 FRAMING PLAN & DETAILS S2.1 FRAMING DTL'S & SECTIONS S3.1 TILT WALL ELEVATIONS S3.2 TILT WALL ELEVATIONS MECHANICAL MPE1.0 MPE SYMBOLS LEGEND MPE2.0 ROOF PLAN M1.0 OVERALL HVAC PLAN M2.0 MECHANICAL DETAILS M3.0 MECHANICAL SCHEDULES PLUMBING P1.0 OVERALL PLUMBING PLAN P2.0 PLUMBING SCHEDULES & DETAILS ELECTRICAL E1.0 OVERALL POWER PLAN E2.0 OVERALL LIGHTING PLAN E3.0 ELECTRICAL DETAILS Vicinity Map FOR CONSTRUCTION
Transcript of Gabes Owensboro Kentucky - ftp.envisionky.comftp.envisionky.com/FFO GATEWAY/G1.0 GENERAL PROJECT...
G1.0PROJECT NUMBER:
ISSUE DATE:
REV NO. REV NO.DATE DATEDESCRIPTION DESCRIPTION
GENERAL PROJECTINFORMATION
19008
02/25/2019
ARCHITECT OF RECORD
Robert Michael Hughes - License No. 6925Expiration Date 06/30/2018
2512 CALUMET TRACE GATEWAY COMMONS WESTOWENSBORO, KY 42303
2/25/19
Building Code Data CODES: 2013 KENTUCKY BUILDING CODE KENTUCKY STATE PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 2009 NATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE ANSI 117.1 LATEST EDITION
NFPA 13
SEISMIC DESIGN CATEGORY ‘C’
NARRATIVE
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A SINGLE STORY BUILDING WITH MERCANTILE (M) OCCUPANCY (BURKES). THE BUILDING IS A COMBINATION OF EXTERIOR CONCRETE TILT WALLS, STEEL COLUMNS AND TRUSSES, WITH STEEL ROOF DECK. THIS IS TYPE IIB CONSTRUCTION. THE BUILDING IS FULLY SPRINKLERED AND SHALL BE MODIFIED AS REQUIRED FOR THE FIRE MARSHAL’S APPROVAL. USE GROUP
M - MERCANTILE WITH ACCESSORY B - BUSINESSS - STORAGE
ALLOWABLE BUILDING AREA: (TABLE 503)
TYPE IIB, 1 STORY, FULLY SPRINKLERED12,500 S.F. + FRONTAGE INCREASE +
SPRINKLER INCREASE
506.2 FRONTAGE INCREASE0.19 = ( 256 / 578 - .25 ) 30 / 30
A = 12,500 S.F. + 12,500 X 0.19 + 12,50027,375 S.F. = 12,500 + ,2,375 + 12,500
CONSTRUCTION TYPE: (SECTION 601)
IIB – UNPROTECTEDFULLY SPRINKLERED PER SECTION 903FIRE-RESISTANCE RATING REQUIREMENTS FOR
BUILDING ELEMENTSSTRUCTURAL FRAME 0BEARING WALLS
EXTERIOR 0INTERIOR 0
NONBEARING EXTERIOR 0FLOOR CONSTRUCTION 0ROOF CONSTRUCTION 0
INTERIOR PARTITIONS 0INTERIOR FINISHES CLASS C THROUGHOUT
(TABLE 803.1.1)
Building AreaFIRST FLOOR
MERCANTILE 14,957 S.F.BUSINESS 456 S.F.MERCANTILE STORAGE 6,784 S.F.UNOCCUPIED 1,398 S.F.TOTAL 23,595 S.F.
Actual Occupancy Load
MAX. FLOOR ALLOWANCE PER OCCUPANT (TABLE 1004.1.2)
FIRST FLOOR MERCANTILE 14,957 S.F. (1 per 30) 499 BUSINESS 456 S.F. (1 per 100) 5M. STORAGE 6,784 S.F. (1 per 300) 23
BUILDING TOTAL 527
Exit Requirements
GROUP M TRAVEL DISTANCE: 250' (TABLE 1017.2) MAXIMUM DEAD END CORRIDORS LENGTH: 50' (SECTION 1020.4) EGRESS WIDTH (INCHES PER OCC. – LEVEL): 0.15" (SECTION 1005.3.2) EGRESS WIDTH (INCHES PER OCC. – STAIRS): 0.30" (SECTION 1005.3.1AISLE ) MINIMUM CORRIDOR OR AISLE WIDTH: 44" (TABLE 1020.2) MINIMUM CLEAR OPENING @ EXIT DOOR: 32" (SECTION 1010.1.1) MINIMUM WIDTH @ STAIRS: 44" (SECTION 1009.3 & 1011)
Required Number of Exits TABLE 1006.3.1 3 REQUIRED PER FLOOR
Required Number of Accessible Entrances
SECTION 1105.1 1 REQUIRED (60% OF ENTRANCES) 2 PROVIDED
Building Heights
4 STORIES – 55' MAXIMUM HEIGHT ALLOWABLE PER TABLE 503 & SECTION 504.2
Fire Protection System SECTION 903 NFPA 13 FULLY SPRINKLERED
Plumbing Fixture Analysis SECTION 2902 -* 815 KAR 20:191 MINIMUM PLUMBING FACILITIES
MERCANTILE (M) OCCUPANCY:
WATER CLOSETS: Male = 1 per 150 Female = 1 per 100 Lavatories: Male = 1 per 200 Female = 1 per 200 Drinking Fountains = 1 per 500 Service Sink = 1
OCCUPANCY = ONE (1) PERSON PER 100 SQUARE FEET OF TOTAL AREA.
23,595 SF / 100 = 236 OCCUPANTS 118 MALES & 118 FEMALES PLUMBING FIXTURE REQUIREMENTS:
MERCANTILE WC & UR LAV DF SERV SINK Required 1M /2F 1M / 1F 1 1 Provided 1M / 2F 1M / 1F 2 1
CONSTRUCTION SAFEGUARDS: 1. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED
SO AS NOT TO ENDANGER THE PUBLIC, THE WORKERS, OR ADJOINING PROPERTY FOR THE DURATION OF THE CONSTRUCTION PROJECT.
2. WASTE MATERIALS SHALL BE REMOVED IN A MANNER WHICH PREVENTS INJURY OR DAMAGE TO PERSONS, ADJOINING PROPERTY, AND PUBLIC RIGHT-OF-WAY.
3. SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION OR DEMOLITION ACTIVITIES IN ACCORDANCE WITH INTERNATIONAL EXISTING BUILDING CODE (IEBC).
4. PEDISTRIANS SHALL BE PROTECTED WITH BARRICADES PER INTERNATIONAL EXISITNG BUILDING CODE. ALL BARRICADES SHALL BE CONSTRUCTED TO COMPLY WITH IEBC.
5. ADJOINING PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND/OR CONSTRUCTION.
6. FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 906 INTERNATIONAL FIRE CODE.
DEFERRED SUBMITTALS LIST:
1. FIRE SPRINKLER DRAWINGS AND CALCULATIONS.2. FIRE ALARM AUDIO / VISUAL.
PERMITTED SEPARATELY:1.!SIGNAGE
PROJECT LOCATION
AbbreviationsACT ACOUSTICAL CEILING TILEAFF ABOVE FINISHED FLOORBLK BLOCKBLKG BLOCKINGCLG CEILINGCONC CONCRETECONT CONTINUOUS, CONTINUECJ CONTROL JOINTCPT CARPETDIA DIAMETERDN DOWNDWG DRAWINGELEV, EL ELEVATIONEJ EXPANSION JOINTEOS EDGE OF SLABES EXPOSED STRUCTUREEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIORFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFIN FINISHFLR FLOORFO FINISHED OPENINGFOB FACE OF BLOCKFP FIREPROOFFV FIELD VERIFYFWC FABRIC WALL COVERINGSGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGL GLASSGYP BD GYPSUM WALL BOARDHM HOLLOW METALHP HIGH POINTJT JOINTLAM LAMINATELAV LAVATORYMAX MAXIMUMMTL METALMIN MINIMUMMO MASONRY OPENINGNIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOC ON CENTEROH OPPOSITE HANDOPN'G OPENINGP LAM PLASTIC LAMINATEPJ PANEL JOINTPL PLATEPLYWD PLYWOODPO PANEL OPENINGRAD RADIUSRCP REFLECTED CEILING PLANRBR RUBBERRE: REFERENCEREQ'D REQUIREDRO ROUGH OPENINGS/L STEEL LINESA SOUND ATTENUATION BLANKETSSIM SIMILARSTL STEELSUSP CLG SUSPENDED CEILINGTO TOP OFTOC TOP OF CONCRETETOS TOP OF STEELTOP TOP OF PANELTYP TYPICALUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVWC VINYL WALL COVERINGSW/ WITHWD WOOD
General RequirementsEXTENT OF THE WORK:• THE SPECIFICATIONS AND DRAWINGS COVER THE COMPLETE CONSTRUCTION
SCOPE. THEY ARE INTENDED TO BE COMPLEMENTARY AND ANYTHINGMENTIONED OR IMPLIED BY ONE WILL BE CONSIDERED TO BE INCLUDED ASTHOUGH MENTIONED BY ALL.
CODES, PERMITS, LAWS, ETC.:• COMPLY WITH ALL FEDERAL, STATE, AND MUNICIPAL LAWS, CODES,
ORDINANCES APPLICABLE TO THE WORK. AND ALL REQUIREMENTS OF THENATIONAL BOARD OF FIRE UNDERWRITERS HAVING JURISDICTION. IF THEABOVE LAWS, CODES, OR ORDINANCES CONFLICT WITH THE SPECIFICATIONS,THE LAWS, ETC., SHALL GOVERN, EXCEPT WHERE THE SPECIFICATIONS EXCEEDTHEM IN QUALITY OR QUANTITY OF LABOR OR MATERIALS. THESUBCONTRACTOR WILL OBTAIN AND PAY FOR ALL PERMITS REQUIRED INCONNECTION WITH THE EXECUTION OF HIS WORK.
SAFETY:• AT ALL TIMES PROVIDE SAFE WORK ENVIRONMENTS, CONDUCT ALL
OPERATIONS IN A MANNER THAT ELIMINATES RISK TO ANY TRADES PERSON,MAINTAIN ALL CONDITIONS IN A WAY THAT ELIMINATES ALL RISK TO VISITORSAND TO THE PUBLIC, AND ELIMINATE THE RISK OF DAMAGE TO PROPERTY ONAND ADJACENT TO THE SITE.
• THIS IS THE FUNDAMENTAL RESPONSIBILITY OF EVERY INDIVIDUAL ON THE SITE.ALL SUPERVISORS MUST ACCEPT COMPLETE RESPONSIBILITY FORPREVENTION OF ACCIDENTS AND FOR SAFETY OF ALL WORK UNDER THEIRDIRECTION.
• BY CONTRACT AND BY LAW, EVERY COMPANY ON ON THE SITE IS AT A MINIMUMTO CONFORM TO THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, ANDTO THE LAWS OF EVERY ENTITY HAVING JURISDICTION OVER THE WORK.
• ANY COMPANY OR INDIVIDUAL REFUSING TO CORRECT OBSERVED SAFETYVIOLATIONS WILL BE BANNED FROM THE SITE AT LEAST UNTIL SUCH VIOLATIONSARE CORRECTED, AND WILL BE HELD COMPLETELY RESPONSIBLE FOR ALLRESULTING EFFECTS.
HAZARDOUS MATERIALS:• THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID
CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW,ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALLCASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BEMAINTAINED AND DRY AND WELL-VENTILATED CONDITIONS.
• THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL ANDOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS AND ALLLOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS ANDRECOMMENDATIONS REGARDING MOLD, MILDEW, ASBESTOS, OR ANYHAZARDOUS MATERIAL.
CONFLICTS IN DOCUMENTS AND CONDITIONS:• THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT
DOCUMENTS WITH EACH OTHER AND SHALL REPORT IMMEDIATELY TO THESUPERINTENDENT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IFTHE SUB-CONTRACTOR PERFORMS ANY WORK KNOWING IT INVOLVES ARECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACTDOCUMENTS WITHOUT IMMEDIATE NOTICE TO THE SUPERINTENDENT, THE SUBCONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCHPERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THEATTRIBUTABLE COSTS FOR CORRECTION.
• THE SUB CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELDCONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTSAND CONDITIONS AND OTHER INFORMATION KNOWN TO THE SUB CONTRACTORWITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS,INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THESUPERINTENDENT AT ONCE.
• THE SUB CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS AND SUBMITTALS APPROVED BY THE GENERALCONTRACTOR. THE SUB CONTRACTOR SHALL PERFORM NO PORTION OF THEWORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED,APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCHPORTION OF THE WORK.
Project ConsultantsSTRUCTURAL
MECHANICAL / PLUMBING / ELECTRICAL
THE CONTRACTORSHALL EXAMINEENTIRE SET PRIORTO SUBMITTING BID.
THE CONTRACTORSHALL VERIFY ALLDIMENSIONS PRIORTO CONSTRUCTION.
BLANCHARD AE GROUP, LLC1119 BRYNWOOD CTLAWRENCE KS 66049785-312-0523
GATEWAY COMMONS WEST OWENSBORO KENTUCKY
Sheet IndexG1.0 GENERAL PROJECT INFORMATION
ARCHITECTURALLS1.0 LIFE SAFETY PLANAS1.0 ARCHITECTURAL SITE PLANAS1.1 ARCHITECTURAL SITE DETAILSA1.0 FLOOR PLANA1.1 ENLARGED FLOOR PLANS & DETAILSA3.0 EXTERIOR ELEVATIONSA4.0 ROOF PLANA4.1 ROOF DETAILSA5.0 PARTITION TYPESA5.1 WALL SECTIONSA5.2 WALL SECTIONSA6.0 DOOR SCHEDULE & WINDOW DETAILS
STRUCTURALS0.0 GENERAL NOTESS1.0 FOUNDATION PLANS1.1 FOUNDATION DETAILSS2.0 FRAMING PLAN & DETAILSS2.1 FRAMING DTL'S & SECTIONSS3.1 TILT WALL ELEVATIONSS3.2 TILT WALL ELEVATIONS
MECHANICALMPE1.0 MPE SYMBOLS LEGENDMPE2.0 ROOF PLAN
M1.0 OVERALL HVAC PLANM2.0 MECHANICAL DETAILSM3.0 MECHANICAL SCHEDULES
PLUMBINGP1.0 OVERALL PLUMBING PLANP2.0 PLUMBING SCHEDULES & DETAILS
ELECTRICALE1.0 OVERALL POWER PLANE2.0 OVERALL LIGHTING PLANE3.0 ELECTRICAL DETAILS
Vicinity Map
FOR CONSTRUCTION
