Loading...
HomeMy WebLinkAboutTower Design 08-25-17STONE COAT STONE AND CASTSTONE 29'-0" 112'-0"CASTSTONECASTSTONE5490 FULL ARCH5490 FULL ARCH 5490 FULL ARCH 5490 FULL ARCH2'-0"5'-10"TOWER: FULL ELEVATIONSCALE: 1/8" = 1'-0"TOWER: UPPER ELEVATIONSCALE: 1/4" = 1'-0"TOWER: FLOOR PLANSSCALE: 1/8" = 1'-0"TOWER: SAMPLE WALLSCALE: 1/2" = 1'-0" LEVEL 1100' - 0"LEVEL 2111' - 10"ROOF123' - 2"TOWER - BELL LEVEL185' - 9"TOWER ROOF200' - 4"T.O. CHIMNEY129' - 0"1TA4.12E3E15E20E16E3E20E25E1E16E10TOWER - TOP OF ROOF212' - 0"788.299.9101112RETAIL OFFICEBUILDINGSTN-2STN-2CL-1CL-1T.O. STEEL113' - 7 3/4"E18DRIVE-THRUBEYONDE26E27E30LEVEL 4732' - 0"E28E31CT-1STN-3STN-3LEVEL 1100' - 0"LEVEL 2111' - 10"ROOF123' - 2"TOWER - BELL LEVEL185' - 9"TOWER ROOF200' - 4"T.O. CHIMNEY129' - 0"E3E15E27E29E16E17E3E25E11TA4.003TA6.00TOWER - TOP OF ROOF212' - 0"BBCCDDEEOUTLINE OFADJACENT BUILDINGSTN-2STN-2CL-1CL-1T.O. STEEL113' - 7 3/4"E25E10E27LEVEL 4732' - 0"E28E30E31CT-1STN-3STN-3GENERAL ELEVATION NOTES 1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 5. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 7. COORDINATE TELECOMMUNICATIONS, DATA, AND SECURITY SYSTEM INSTALLATIONS. 8.PROVIDE EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. 9. PROTECT AREA OF WORK AND ADJACENT PROPERTIES FROM DAMAGE. 10. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. 11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 12. PARTITIONS ARE DIMENSIONS FROM FACE OF STUD TO FACE OR STUD, UNLESS OTHERWISE NOTES, MAINTAIN DIMENSIONS MARKED "CLEAR." ALLOW FOR THICKNESS OR FINISHES. 13. COORDINATE AND PROVIDE BLOCKING/BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 14. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHED BY 1/4 INCH, UNLESS OTHERWISE NOTES. 15.STONE CONTROL JOINTS ARE TO BE LOCATED 25'-0" O.C. MAXIMUM. STONE CONTROL JOINTS ARE TO BE CONCEALED, REFER TO PLAN DETAILS. 16.STUCCO CONTROL JOINTS ARE TO BE LOCATED 12'-0" O.C. MAXIMUM. STUCCO CONTROL JOINTS ARE TO BE CONCEALED, REFER TO PLAN DETAILS. 17.ALL GUTTERS ARE TO BE PREFINISHED GALVANIZED ALUMINUM 10" HALF ROUND PROFILE. ALL HORIZONTAL JOINTS ARE REQUIRED TO BE SOLDERED OR MECHANICALLY FASTENED AND CONCEALED. 18.ALL DOWNSPOUTS ARE TO BE PREFINISHED GALVANIZED ALUMINUM 4" MINIMUM PLAIN ROUND. VERTICAL DOWNSPOUT SECTIONS, ELBOWS AND BENDS MAY BE SLIP JOINTED AND/OR RIVETED IF RIVETS ARE CONCEALED. ELEVATION LEGEND S-1 STUCCO, SW 6129 'RESTRAINED GOLD' CL-1 2 PIECE MISSION BARREL TILE, PALERMO BLEND S-2 STUCCO, SW 6164 'SVELTE SAGE' CT-1 CUSTOM CERAMIC TILE STN-3 THIN SET NATURAL STONE, ENTRADA COBBLE BLEND, STONE MOCKUP B CONTACT:BRAE BARTON BLACKSON BRICK 817.874.3194 STN-1 NATURAL STONE, ENTRADA COBBLE BLEND, STONE MOCKUP B CONTACT: BRAE BARTON BLACKSON BRICK 817.874.3194 STN-2 NATURAL STONE, ENTRADA SLATE COBBLE BLEND, STONE MOCKUP A CONTACT: BRAE BARTON BLACKSON BRICK 817.874.3194 CONTROL JOINT NOTES 1. ALL CONTROL JOINTS MUST BE CONCEALED IN THIER ENTIRETY. 2. IN STUCCO, THE CONTROL JOINTS SHALL BE FILLED WITH SEALANT. THE FINISH SHALL BE FLUSH ACROSS JOINT WITHOUT RAKING. SEALANT SHALL BE PAINTED W/ A LOW-SHEEN PAINT TO MATCH ADJACENT STUCCO. REF. PLAN DETAIL - 2 / A4.23 3. IN STONE, THE CONTROL JOINTS SHALL BE CONCEALED UNDER MORTAR. REF. PLAN DETAIL - 6 / A4.23 4. ALL CONTROL JOINT SPACING SHALL COMPLY MANUFACTURER'S RECOMMENDATIONS. AT TS XETEFO SAREGISTE R E D ARC H I T ECTDAVIDC.MAS T ERS151 7 8 SHEET NUMBER: SHEET NAME: ISSUE DATE: PROJECT NUMBER: REVISIONS: MERRIMAN ASSOCIATES/ ARCHITECTS, INC. c 2016 2/13/2017 1:22:39 PMmaa2015181 10/11/2016 TOWER ELEVATIONS TA3.02MRW Investors, LLCRETAIL OFFICE AND STARBUCKS72 & 78 ANDORRA DRIVEWESTLAKE, TEXAS10 / 11 / 2016 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1SOUTHWEST ELEVATION B 1/4" = 1'-0"2SOUTHEAST ELEVATIONKEYNOTE LEGEND Key Value Keynote Text E1 NATURAL STONE VENEER E3 CLAY MISSION TILE ROOF E10 CAST STONE SILL E15 CUSTOM CERAMIC TILE, REF 3/A4.24 FOR CERAMIC TILE DETAILS E16 THIN CUT NATURAL STONE VENEER E17 SCREENED WINDOW OPENING E18 NATURAL STONE ARCH E20 CAST STONE ARCH E25 CAST STONE TRIM E26 CAST STONE TRIM E27 CAST STONE CORNICE E28 ALDER WOOD BRACKET E29 CAST STONE LINTEL E30 WROUGHT-IRON GUARD RAIL E31 THIN CUT NATURAL STONE COURSE AT CONTROL JOINT B 12/29/16 TOWN COMMENTS C 02/14/17 TOWN COMMENTS C C