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