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GENERAL NOTES <br />GENERAL <br />1. MULTIPLE BID PACKAGE <br />9. DRYWALL: <br />G001 <br />Cover Sheet <br />THE WORK SHOWN ON THESE DRAWINGS IS OF MULTIPLE BID PACKAGES BEING COORDINATED BY A CONSTRUCTION MANAGER. <br />A.) PROVIDE MOLD RESISTANT GYPSUM BOARD AT PARTITIONS AT ALL TOILET AREAS AND CEMENTITIOUS OR <br />GLASS -MAT OR TILE BACKER AT SHOWER AREAS. <br />G101 <br />Index <br />2. CONSTRUCTION DOCUMENT COORDINATION: <br />B.) ALL GYPSUM BOARD SHALL BE TYPE 'X' EXCEPT AS OTHERWISE REQ'D FOR TESTED ASSEMBLY RATING. <br />G201 <br />ACS Sheet 1 <br />A.) REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR COMPLETE REQUIREMENTS AS COORDINATION IS <br />C.) PROVIDE FIRE TREATED WOOD BLOCKING OR WHERE SPECIFICALLY INDICATED STEEL BACKING PLATES <br />REQUIRED BETWEEN VARIOUS PORTIONS OF THE WORK. (EXAMPLE: REFER ARCHITECTURAL DRAWINGS <br />AND HORIZONTAL REINFORCING IN THE WALL FOR ANCHORAGE OF TOILET PARTITIONS, GRAB BARS, <br />G202 <br />ACS Sheet 2 <br />FOR LOCATING MECHANICAL, PLUMBING, & ELECTRICAL.) <br />WALL CABINETS, AND MARKER OR TACK BOARDS. <br />G301 <br />Code Sheet <br />B.) ANY WORK NOTED AS BY THE GENERAL CONTRACTOR OR BY OTHERS WILL BE ASSIGNED BY THE <br />D.) GYPSUM BOARD AS PART OF A FIRE RATED ASSEMBLY IS TO BE EXTENDED AS NECESSARY TO PROVIDE <br />CONSTRUCTION MANAGER TO THE WORK OF THE TRADE CONTRACTOR GENERALLY PROVIDING THAT TYPE WORK. <br />FIRE RATED PROTECTION. CUT GYPSUM BOARD TO A CLOSE FIT TO IRREGULARITIES SUCH AS BAR JOISTS <br />G401 <br />Axonometric Views <br />AND SEAL AS REQUIRED FOR FIRE RATINGS. <br />3. ALLOWANCES: <br />A.) REFER TO SPECIFICATIONS, SECTION 01 2100 FOR RULE DESCRIPTION: <br />10. PENETRATIONS / EXPANSION JOINTS: <br />B.) PORTIONS OF THE WORK MAY BE BID AT A LATER TIME AND PAID FOR BY FUNDS ASSIGNED TO CASH ALLOWANCES. <br />A.) MECHANICAL PENETRATIONS THRU FIRE RATED PARTITIONS OR FLOORS ARE TO BE PROVIDED WITH FIRE <br />DAMPERS. (REFER TO MECHANICAL DRAWINGS.) <br />ARCHITECTURAL <br />4. ITEMS NOT INCLUDED: <br />B.) ROOF PENETRATIONS - LOCATE INDIVIDUAL PENETRATIONS WITH 12 INCH MINIMUM CLEARANCE FROM <br />A.) REFER TO FLOOR LEGEND FOR INDICATIONS ON DRAWINGS. <br />EACH OTHER AND ALL WALLS AND CURBS. <br />B.) ITEMS TYPICALLY PROVIDED BY OWNER: <br />C.) PENETRATIONS THRU WALLS FLOOR CEILING/ROOF WHICH ARE FIRE RATED (AS NOTED OR SCHEDULED) <br />I) LOOSE FURNITURE <br />ARE TO BE SEALED AIR TIGHT WITH FIRE RATED SEALANT PER SPECIFICATION. <br />AD100 <br />Overall Site Demo Plan <br />II) INSTRUCTIONAL AND NON -INSTRUCTIONAL COMPUTER SYSTEMS. <br />D.) EXPANSION JOINTS - REFER TO SCHEDULED PENETRATIONS PROTECTION IN RATED WALLS, FLOORS - <br />AD201 <br />Demo Floor Plan - Unit A <br />DRAWING A520'S AND AS SPECIFIED/DETAILED FOR EXPOSED LOCATIONS. <br />5. SITE: <br />E. 3/8 CONTROL JOINT IN GYPSUM BOARD IS TO BE USG #093. PROVIDE GYPSUM BOARD CONTROL JOINTS <br />) <br />AD801 <br />- <br />Demo RCP Plan Unit A <br />0 <br />A.) REFER TO CIVIL PLANS FOR SITE GRADING INFORMATION. SLOPE OF SIDEWALKS IS NOT TO EXCEED 5% IN DIRECTION <br />ABOVE AND BELOW EACH EDGE OF DOORS/WINDOWS AND AT OTHER LOCATIONS AS INDICATED ON <br />OF TRAVEL ANDA 2% CROSS SLOPE. PROVIDE LEVEL SURFACE WITHIN 6-011 OF EXTERIOR DOORS. <br />ELEVATIONS AND AS SPECIFIED. <br />B.) REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR HORIZONTAL DIMENSIONAL CONTROL OF BUILDINGS. <br />F.) 3/8" EXPANSION JOINTS IN BRICK SHALL BE SEALED WITH SEALANT AS SPECIFIED OVER BACKER ROD AND <br />A100 <br />Overall Site Plan <br />REFER TO ARCHITECTURAL PLAN A100 FOR SIDEWALKS AND SITE CONCRETE. <br />COMPRESSIBLE FILLER. <br />A112 <br />Site Plan Details <br />REFER TO CIVIL DWG'S FOR PAVEMENT DIMENSION CONTROL. <br />G.) 1" EXPANSION JOINT IN EXTERIOR BRICK SHALL BE SEALED WITH SEALANT AS SPECIFIED OVER BACKER ROD <br />C.) SIDEWALKS WITHIN PROPERTY BOUNDARIES SHALL BE CONSTRUCTED ACCORDING TO ARCHITECTURAL PLANS, <br />AND PREFORMED COMPRESSIBLE FILLER. <br />A201 <br />Floor Plan Level 1 Unit A <br />DETAILS, AND SPECIFICATIONS. <br />D.) SEAL ALL JOINTS BETWEEN BUILDING AND SIDEWALK ADJACENT TO BUILDING. <br />11. DOORS, WINDOWS, AND GLAZING: - REFER TO A211 <br />A221 <br />Enlarged Toilet Plans, Frame types, Door <br />E.) CONTRACTORS COORDINATE ACTUAL ADJACENT LANDSCAPE GRASS AND IRRIGATION SYSTEMS TO BE REPAIRED WITH ALL NEW <br />A.) HARDWARE: ALL DOOR LOCKSETS SHALL COMPLY WITH T.A.S. (ADA) STANDARDS 4.13.9 AND HAVE A MAXIMUM <br />Schedule & Details <br />WORK (NEW TO ALIGN WITH AND MATCH EXISTING = TYPICAL) <br />OPERATING FORCE OF 5 LBS. MAXIMUM. DOOR CLOSER OPENING FORCE SHALL NOT EXCEED 5 LBS. FOR INTERIOR <br />DOORS WHEN MEASURED 30" FROM THE HINGE SIDE OF THE DOOR. SET DOORS AT 8 LBS. FOR EXTERIOR DOORS. <br />A401 <br />Exterior Elevations <br />6. DIMENSIONS: <br />B.) ALL GLASS IN A RATED DOOR OR PARTITION SHALL BE RATED TO MATCH OPENING RATING. (REFER TO DOOR AND <br />A421 <br />Building Sections <br />A.) DO NOT SCALE DRAWINGS UNLESS AUTHORIZED BY ARCHITECT FOR SPECIFIC ITEMS. <br />WINDOW SCHEDULE) <br />B.) DIMENSIONS ARE TYPICALLY SHOWN TO CENTERLINE OF COLUMN, FACE OF METAL STUD (NOT FACE OF DRYWALL), OR <br />C.) ALL EXTERIOR WINDOW GLASS (INCLUDING ENTRY DOORS) IS TO BE 1" DOUBLE GLAZED INSULATED UNITS (TINTED) <br />A801 <br />Reflected Ceiling Plan - Unit A <br />FACE OF MASONRY UNLESS SPECIFICALLY NOTED OTHERWISE. PLAN DIMENSIONS AND OTHER DIMENSIONS TO FACE OF BRICK <br />D.) PROVIDE WINDOW COVERINGS AT ALL INTERIOR OF EXTERIOR WINDOWS OF BUILDINGS. <br />A901 <br />Finish Floor Plan <br />VENEER TYPICALLY REFER TO FACE OF NON -PROJECTED BRICK. <br />C.) DIMENSIONS OF MASONRY COLUMN SURROUNDS ARE MODULAR. MAINTAIN 3/8" VERTICAL MORTAR JOINTS (REFER TO DETAILS). <br />12. FINISHES: <br />A91 1 <br />Finish Details <br />D.) DIMENSIONS ARE TO BE CAREFULLY REVIEWED BY CONTRACTORS AND DISCREPANCIES REPORTED TO ARCHITECT FOR <br />A.) CONCRETE MASONRY UNITS <br />A921 <br />Interior Elevations <br />CORRECTION BEFORE PROCEEDING WITH THE AFFECTED AREA OF THE WORK. <br />I.) EXPOSED CORNERS OF INTERIOR CMU ARE TO BE BULLNOSED EXCEPT THE FIRST COURSE ABOVE THE <br />E.) COORDINATE OPENINGS REQUIRED FOR ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, LOCKERS, ETC. WITH SCHEDULED SIZE. <br />FLOOR BE SQUARED WHERE SCHEDULED TO RECEIVE BASE. <br />A922 <br />Interior Elevations <br />B.) STUCCO FINISHES: <br />7. SCHEDULED ITEMS: <br />I.) EXTERIOR STUCCO FINISH SHALL BE INTEGRALLY COLORED, AS SELECTED BY ARCHITECT. PROVIDE ALL EDGE <br />A931 <br />Signage Schedule <br />A.) FOR ITEMS ON THE SYMBOL LEGEND OR TREATMENT OF THE FOLLOWING TYPICAL ITEMS, <br />TRIM, SCREEDS, AND REVEALS AS DETAILED AND AS REQUIRED BY STANDARD INDUSTRY PRACTICES. <br />REFERENCE THE FOLLOWING INFORMATION: <br />C.) METAL FLASHING AND EXPOSED STRUCTURE - REFER TO ELEVATIONS AND SECTIONS FOR LOCATIONS. <br />DOORS/ WINDOWS REFER TO A300'S <br />EXPOSED STEEL STRUCTURE SHALL BE FINISH PAINTED IN FIELD. EXPOSED METAL FLASHINGS NOT INDICATED TO <br />MARKERBOARDS/TACKBOARD REFER TO A300'S <br />BE PRE -FINISHED SHALL BE FIELD PAINTED. <br />PARTITION TYPE REFER TO A300'S <br />D.) INTERIOR FINISHES: <br />HANDICAP MOUNTING HEIGHTS REFER TO G200'S <br />I.) REFER TO "FINISH CODE" ON A900'S FOR FINISHES. <br />LINTELS (CMU & STEEL) REFER TO STRUCTURAL <br />II.) EXTEND FLOORING OF ROOM INTO CASEWORK KNEESPACE AND TOE SPACES. <br />ELECTRICAL <br />CASEWORK/ MILLWORK ELEVATIONS REFER TO A700'S <br />FINISH REAR WALL OF KNEESPACE TO MATCH WALL FINISH OF ROOM. <br />B.) KEY BOX TO BE RECESSED (5'-0" AFF) INTO BRICK VENEER AT FRONT ENTRIES OF MAIN BUILDING. <br />III.) PROVIDE RESILIENT TRANSITION STRIP AT ALL CHANGES OF FLOORING TYPE. <br />CONTACT FIRE MARSHAL FOR PURCHASE REQUIREMENTS AND INSTALLATION HEIGHT. REFER TO FLOOR PLANS FOR <br />TRANSITION BETWEEN ROOMS IS TO OCCUR AT THE CLOSED DOOR LOCATION. <br />ADDITIONAL KEY BOX LOCATIONS. <br />IV.) ALL CONCRETE STRUCTURE TO BE LEFT EXPOSED ON THE INTERIOR OR EXTERIOR IS TO BE HAND RUBBED <br />ED1.1 <br />Electrical Demolition Floor Plan - Unit A <br />SMOOTH BEFORE FINISHING. <br />EL1 .1 <br />Lighting Floor Plan - Unit A <br />8. MOISTURE PROTECTION: <br />A.) MASONRY CONTRACTOR IS TO CAREFULLY REVIEW ROOFING DRAWINGS AND ARCHITECTURAL DRAWINGS BEFORE STARTING <br />EL7.1 <br />Lighting Details, General Notes & Symbols <br />WORK TO COORDINATE EXACT LOCATIONS OF THRU-WALL FLASHING AND STEPPED FLASHING. <br />EL8.1 <br />Luminaire Schedule <br />B.) FLEXIBLE FLASHING AT LINTELS ABOVE OPENINGS AND ABOVE STEPPED FLASHING IS TO BE END DAMMED TO <br />STOP LATERAL DRAINAGE AND DIRECT DRAINAGE TO WEEP OPENINGS. <br />C.) INSTALL FLEXIBLE FLASHING OVER ALL STEEL PENETRATIONS IN SHEATHING. <br />Vicinity Map <br />PARIS, <br />PRE <br />51 <br />co <br />N <br />66 <br />co <br />M <br />N <br />0 <br />N <br />LO <br />N <br />CIVIC CENTE <br />DFW <br />Area Map <br />ARIS, <br />TRUE NORTH <br />PLUMBING <br />PD1.1 Plumbing Demolition Floor Plan - Unit A <br />PL1.1 Plumbing Floor Plan - Unit A <br />Alternate #1 <br />Base Bid:Existing Partition wall to remain <br />in exhibit hall <br />WRA Architects, Inc. <br />12377 Merit Drive <br />Suite 1800 <br />Dallas, Texas 75251 <br />214.750.0077 voice <br />214.750.5931 fax <br />www.wraarchitects.com <br />w <br />Add Alternate Bid: Replace Panels only <br />and refurbish the existing track in exibit <br />hall <br />0 <br />'� <br />V ) <br />X <br />Cl) <br />L. <br />CU <br />n <br />L <br />r) <br />W <br />U� <br />w °' <br />0 <br />\ U <br />U) <br />0U") <br />N <br />J O <br />N <br />REVISIONS: <br />No. Date <br />JOB NO. 2130 <br />DATE: 10/20/2021 <br />Index <br />G101 <br />© WRA Architects, Inc. 2021 <br />