6391 - Construction of 9/11 Memorial Bell Tower, 4.Drawings/ PlansKIRKPATRICK ARCHITECTURE STUDIOL.A. FUESS PARTNERS, INC.STRUCTURAL ENGINEERSNOVAENGINEERINGCONSULTING ENGINEERS3333 Lee Parkway, Suite 300Dallas, Texas75219jbeyer@lafp.comJason Beyer214/593.11522625 North Josey LaneDallas, Texas75007ccooksey@nova-engineering.netCorey Cooksey214/682.7697100 West MulberryDenton, Texas76201jim@k-a-studio.comJames R. Kirkpatrick, FAIA940/387.8182INDEX OF DRAWINGSGENERAL02/16/17 G0.01 COVER SHEETARCHITECTURAL02/16/17 A2.01 FLOOR PLAN02/16/17 A3.01 ELEVATIONS02/16/17 A4.01 SECTIONS & DETAILSSTRUCTURAL02/13/17 S1.01 STRUCTURE PLAN & DETAILSELECTRICAL02/13/17E1.00 COVER SHEET - ELECTRICAL02/13/17E1.01 SITE PLAN - ELECTRICALINCLUDED IN THIS ISSUEISSUE DATE OF SHEETREVISION NUMBER02/16/2017
SECTION
14' - 2"12' - 3"1' - 6" 11' - 2" 1' - 6"1' - 6"3' - 10 1/2"1' - 6"3' - 10 1/2"1' - 6"8
S1.01
12
S1.01
3' - 6"
8" THICK SLAB,
REINF W/ #4 @ 12
EA WAY
5' - 2"
10"
5' - 2"3' - 10 1/2" 1' - 6" 3' - 10 1/2"
HSS8 x 8 x 1/2, TYP
9
S1.01
10
S1.01
7
S1.01
3
S1.01
1/4
#5 @ 12" EW TOP
#6 @ 10" EW BOTTOM
1' - 3" SQ
1 1/2" TYP
1" BASE PL W/ (4) 3/4"
DIA ANCHOR BOLTS
W/ 18" EMBED
SEE PLAN SEE ARCH FOR FINISH
PAVING, SEE CIVIL
SECTION
1' - 6" 6"6"2"12" VOID BOX W/
SOIL RETAINERS,
TYP. SEE GEN
NOTES FOR ADDL
INFORMATION
#6 DWL (5-4/1-0) AT
EACH PIER VERT
18" DIA PIER: REINF W/ 6 #6 VERT +
#3 SPIRAL @ 18" PITCH W/ 2 EXTRA
TURNS TOP & BOT, EMBED PIER
5'-0" INTO GREY LIMESTONE
TOS 130' - 0"
BELL AND CONNECTION TO
STRUCTURE BY OTHERS
TOS 120' - 0"
HSS4 x 4 x 1/4, TYP. ALIGN
WITH EDGE OF VERT TUBE
TOS 130' - 0"
SLOPE TO MATCH
EXISTING GRADE
TOS 120' - 0"
1/4
1/4
1/4
1/4
1/2"1/4" CAP, TYP
#4 HAIRPIN @ 24"
OC + 2 #4 CONT
SEE FOR
ADDL INFORMATION
8/ S1.01
HSS 4 x 4 x 1/4, TYP
SEE FOR
ADDL INFORMATION
11/ S1.01
3/8" PL
BELL AND CONNECTION TO
STRUCTURE BY OTHERS
SEE ARCH FOR
ADDL INFORMATION
1/4
DATE :
SHEETKIRKPATRICK ARCHITECTURE STUDIO100 WEST MULBERRYDENTON, TEXAS7 6 2 0 1940/387.8182 TEL940/383.0262 FAXwww.k_a_studio.comCONTENTS :
REVISIONS
No.DATE.DESCRIPTION.THE CITY OF DENTON332 E HICKORY ST.DENTON TEXASS1.01
STRUCTURAL
PLANS AND
DETAILS9/11 FIREFIGHTER'S MEMORIAL BELL TOWER02/13/2017
1/4" = 1'-0"
1 FOUNDATION PLAN
1/4" = 1'-0"
5 ROOF FRAMING PLAN
3/4" = 1'-0"
8
1/4" = 1'-0"
7 SIDE ELEVATION
1/4" = 1'-0"
3 END ELEVATION
3/4" = 1'-0"
9
3/4" = 1'-0"
12
COORDINATION
1. Structural drawings are not stand-alone. Coordinate
with Architectural documents.
2. Promptly report deviations and interferences with
structural components for resolution by the Engineer.
3. Do not scale plans, details and sections for quantity,
length or fit of materials.
TEMPORARY BRACING
4. Structural systems are designed for in-place conditions
only. Contractor shall provide temporary bracing of
structural components for conditions that will exist
during construction and to meet all regulatory
requirements for safety of workmen.
CODES AND STANDARDS
5. Building Code of Jurisdiction: 2012 International Building Code
Structural Concrete Code: American Cocnrete Institute (ACI) 318
Structural Steel Code: American Institute of Steel Construction
(AISC) 360.
SPECIAL INSPECTIONS
6. Provide special inspections per Section 1704 of the 2012
International Building Code and as follows: Verify placement
locations and plumbness. Maintain complete and accurate record of
size, length, and embedment into bedrock. Inspect formwork
shape and location and placement of concrete reinforcing.
Verify use of specified concrete mix design and placement
of concrete. Inspection of structural steel to comply with
AISC 360. Inspection of welding to comply with AWS D1.1.
DESIGN CRITERIA
7. Wind Loads
Basic Wind Speed 115 mph
Wind Risk Category II
Wind Exposure Classification C
GEOTECHNICAL REPORT
8. Design of foundations and structural components in contact with
soil is based on the recommendations given in the following:
Report by : Isbell Engineering Group, Inc.
Date of Report : July 16, 2001
Report Number : G01061
STRAIGHT SHAFT PIERS:
9. Design Criteria:
Bearing Stratum : Gray limestone
Depth to Bearing Stratum : 30 ft
(for Bidding Purposes Only)
Allowable End Bearing : 25,000 psf
Positive Side Friction : 2,800 psf
Upheaval Side Friction : 1,500 psf
Upheaval Design Depth : 10 ft
Negative Side Friction : 2,200 psf
10. Place concrete within 8 hours of drilling pier shaft.
Overpour at tops of piers ("mushrooms") shall be removed
to the required pier diameter.
QUALITY CONTROL
11. Inspect drilling of each pier hole. Determine location
of bearing stratum measured from ground surface. Measure
depth of penetration into stratum. Inspect condition of
base prior to concreting, measure size and quantity of
reinforcing in pier cages, and monitor concrete placement
including time between drilling and placement. Where
un-anticipated subsurface conditions prevent proper
installation of piers, do not proceed with work until
directed by Architect.
STRUCTURAL CONCRETE
12. Footing shall be monolithic and formed both sides. Limit
deflections of forms to provide smooth, straight surfaces
without unsightly buldges and deformations. Limit
deformations of forms for architecturally exposed surfaces
to 0.0025 times the span of each component. Use non-staining
form release agent. Comply with ACI 318 and 347.
13. Provide retained void space as shown. Use corrugated,
water resistant fiberboard void boxes capable of supporting
weight of wet concrete without crushing. Do not use
material that is entirely wax impregnated. Provide 1/2"
thick WonderBoard glass-mesh concrete backerboard for
use as void retainers.
14. Steel reinforcing bars shall be Grade 60 and deformed in
accordance with ASTM 615. Shop fabricate to required
lengths with required bends. Do not use reinforcing with
kinks, unrequired bends, or re-straighten bars bent more
than 30 degrees. Use sufficient supports and spacers to
maintain position during concrete placement. Comply with
ACI 318.
15. Concrete shall be normal weight (145 pcf) with compressive
cylinder strength of 3000 psi at 28 days and slump of 3-5
inches. Cement shall be Type I or III Portland Cement and
shall conform to ASTM C150. Aggregates shall conform to
ASTM C33. Thoroughly consolidate concrete and wet cure
7 days for Type I cement and 3 days for Type III cement, or
until tests show concrete has reached 70% design strength.
Comply with ACI 318.
QUALITY CONTROL
16. Design concrete mix in accordance with ACI 318. Provide
evidence of average strength by field strength tests,
strength test records or trial mixtures. During construction
make one strength test for each 100 cubic yards or fraction
thereof placed in any single day. A single strength test
shall consist of 4 cylinders; one to be tested at 7 days;
two to be tested at 28 days; and one reserved for future
test if required. Secure composite samples in accordance
with ASTM C172, mold and cure samples in accordance to
ASTM C31, and test specimens in accordance to ASTM C39.
Determine slump and temperature for each strength test.
STRUCTURAL STEEL
17. Structural Steel Properties:
High Strength Steel ASTM A992 Grade 50
Use for W shapes, u.n.o.
Structural Steel (Normal Strength) ASTM A36
Use for Angles and Plates, u.n.o.
Hollow Structural Sections (HSS) ASTM A500, Grade B
18. Steel fabrication and erection shall conform to AISC
Manual of Steel Construction, Ninth Edition.
WELDING
19. Welding procedures and techniques, welders and tackers
shall be qualified in accordance with AWS D1.1.
20. Welding electrodes shall conform to AISC Specifications.
Use E70 electrodes for ASTM A36 and ASTM A500, Grade
B steel. Coatings of low-hydrogen electrodes shall be
thoroughly dry when used. Electrodes taken from
hermetically sealed packages shall be used within 4
hours, or shall be dried in accordance with AWS D1.1
before use. Do not use electrodes of any type that have
been wet.
21. Unless otherwise noted, angles, plates, rods, and
miscellaneous framing shall be welded at contact joints
and supports. Weld sizes shall conform to AWS D1.1
minimums, except where noted otherwise.
22. Where fillet weld sizes are not indicated on weld
symbols, fillet size shall be 1/16th inch smaller than
thickness of thinner of materials being joined.
3/4" = 1'-0"
10
G E N E R A L N O T E S
1 1/2" = 1'-0"
1123
8 x 8 x 1/2" COL, TYP
DNDNDNDNJEXISTING BUILDING56789TYP.1011TYP.12131414310151321EXISTING BUILDINGA2.0104Sim3' - 10"3' - 6"3' - 10"3' - 9"1' - 6"3' - 9"A3.0105A3.0104A3.0103A3.0102EQEQ1' - 1"0101A4.01A4.010312ACBDLF-1LF-1LF-1LF-1TYP.1TYP.23TYP.42013' - 10"13' - 4"3' - 10"5' - 0"3' - 10"A2.0101SimG-1CON-1CON-2G-1G-1CON-2G-1G-1G-1CON-1CON-1CON-116SLOPESLOPESLOPESLOPE17171718181924A4.0109A4.011312ACBD04A4.01231/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"12ACBD2220GENERAL NOTES1.ALL WORK PERFORMED BY THE GENERAL CONTRACTOR SHALL BEPERFORMED IN ACCORDANCE WITH RECOGNIZED STANDARDS OFGOOD WORKMANSHIP. THE GENERAL CONTRACTOR IS TO PROVIDEALL LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY ASREQUIRED BY THE DRAWINGS AND SPECIFICATIONS TO PROVIDE ACOMPLETE AND FINISHED SPACE. THIS INCLUDES ALLARCHITECTURAL, ELECTRICAL, PLUMBING, HEATING ANDVENTILATION, AND FIRE SAFETY TRADES. ALL MATERIALS SHALL BEOF FIRST QUALITY AND SHALL MEET RECOGNIZED STANDARDS OFQUALITY ESTABLISHED FOR THEIR GENERIC GROUP. ALL METHODSOF CONSTRUCTIONS AND ASSEMBLY SHALL COMPLY WITHMANUFACTURER'S RECOMMENDATIONS.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT ALLAPPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, ANDTHE RULES AND REGULATIONS OF ALL AUTHORITIES HAVINGJURISDICTION OVER CONSTRUCTION OF THE PROJECT SHALL APPLYTO THE CONTRACT THROUGHOUT, AND THEY WILL BE DEEMED TO BEINCLUDED IN THE CONTRACT AS THOUGH HEREIN WRITTEN OUT INFULL.3.THIS PROJECT INVOLVES CONSTRUCTION ON AN EXISTING SITE.CONTRACTORS, BY SUBMITTING A BID, ARE ASSUMED TO BECOMPLETELY FAMILIAR WITH THE SITE CONDITION OF THEMEMORIAL AS IT INFLUENCES THE WORK DESCRIBED IN THE OTHERCONSTRUCTION DOCUMENTS. ABSOLUTELY NO CLAIMS FOR EXTRACOST WILL BE CONSIDERED FOR EXISTING CONDITIONS VISIBLE ORREASONABLY INFERABLE FROM A CAREFUL EXAMINATION OF THEEXISTING BUILDING.4.IT SHALL BE THE FULL RESPONSIBILITY OF THE GENERALCONTRACTOR TO COORDINATE AND EXPEDITE ALL PHASES OFFARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK,REGARDLESS OF WHETHER THE OWNER AWARDS SEPARATECONTRACTS FOR ANY TRADES, BRANCHES, OR ITEMS OF WORK ANDEQUIPMENT. ALL OTHER TRADES, SUB-CONTRACTORS AND/ORSEPARATE CONTRACTORS SHALL COOPERATE FULLY WITH THEGENERAL CONTRACTOR.5.THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALLPERMITS REQUIRED6.CONTRACTOR SHALL REPAIR, REPLACE AND PATCH ALL ITEMSDAMAGED AS A RESULT OF CONSTRUCTION7.THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTINGDOCUMENTS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS.8.VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS ANDNOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIESBETWEEN ACTUAL AND PROPOSED CONDITIONS BEFOREPROCEEDING WITH CONSTRUCTION.9.PROVIDE SAWED OR TOOLED CONTROL JOINTS (CJ) AS INDICATEDON PLAN AND AT 8'-0" MAXIMUMPROJECT NOTES1.SCULPTURE TO BE SHEATHED IN 1/4" CORTEN STEEL PANELS.2.SCULPTURE IS TO ARRIVE AT SITE PREPARED SO THAT NOINDICATION OF WELDS OR MARKS FROM FABRICATION ARE VISIBLE3.IT IS INTENDED THAT THE MEMORIAL SHALL NOT ARRIVE PRE-PATINAED, BUT WILL PATINA AFTER INSTALLATION4.RELOCATE IRRIGATION HEADS AS REQUIRED TO PROVIDE FOR FULLCOVERAGE OF TURF AND LANDSCAPE AREAS.DATE :SHEETKIRKPATRICK ARCHITECTURE STUDIO100 WEST MULBERRYDENTON, TEXAS7 6 2 0 1940/387.8182 TEL940/383.0262 FAXwww.k_a_studio.comCONTENTS :REVISIONSNo.DATE.DESCRIPTION.NOT FOR REGULATORYAPPROVAL, PERMITTINGOR CONSTRUCTIONTHE CITY OF DENTON332 E HICKORY ST.DENTON TEXASA2.01FLOOR PLAN911 FIREFIGHTER'S MEMORIAL BELL TOWER02/03/2016 1/8" = 1'-0"07DEMO SITE PLAN 1/8" = 1'-0"06SITE PLAN053D PLAN 1/2" = 1'-0"01COURTYARD DETAIL 1/4" = 1'-0"04FLOOR PLANFloor ScheduleType Mark DescriptionType CommentsCON-1 SIDEWALK "5" 3,500 PSI PORTLAND CEMENTCONCRETE SIDEWALK WITH #4REINFORCING BARS AT 18"O.C.E.WCON-1 SIDEWALK "5" 3,500 PSI PORTLAND CEMENTCONCRETE SIDEWALK WITH #4REINFORCING BARS AT 18"O.C.E.WCON-1 SIDEWALK "5" 3,500 PSI PORTLAND CEMENTCONCRETE SIDEWALK WITH #4REINFORCING BARS AT 18"O.C.E.WCON-2 REF. S101 CONCRETE TO BE INTEGRALLYCOLORED. COLOR TO BESELECTED BY ARCHITECTG-1 DECOMPOSED GRANITE 1/2" = 1'-0"02REFLECTED CEILING PLAN 1/2" = 1'-0"03ROOF PLANKeynote LegendKeyValueKeynote TextEXISTING SIDEWALK TO REMAIN1 HSS 8X8 COLUMN TO STRUCTURE2 1/4" CORTEN STEEL HORIZONTAL SEAM PANELSMOUNTED 2X2 CROSS BRACE3 EXISTING STONE SLAB TO REMAIN. RELOCATE ASREQUIRED BY 1/A2.014 CONCRETE MIX TO MATCH THAT CALLED OUT ONNOTE 13 ON S1015 EXISTING WATER METER. CONTRACTOR TOLOCATE ALL SUBSURFACE LINES PRIOR TO ANYDEMOLITION.6 EXISTING TRAFFIC CAMERA TO REMAIN.CONTRACTOR TO LOCATE ALL SUBSURFACE LINESPRIOR TO ANY DEMOLITION7 EXISTING "PHOTO ENFORCED STOPLIGHT" POLESIGN TO REMAIN. CONTRACTOR TO PROTECT ASNEEDED8 EXISTING BOLLARDS SHOWN DASHED TO BEREMOVED, TYPICAL OF THREE (3)9 PROTECT TREES TO REMAIN WITH CITY OFDENTON REQUIRED PROTECTION10 REMOVE SIDEWALK WITHIN AREA OF DISTUBANCEAND PREPARE FOR NEW SURFACES AS REQUIRED11 REMOVE LANDSCAPE BEDS WITHIN AREA OFDISTURBANCE AND PREPARE FOR NEW SURFACESAS REQUIRED12 REMOVE LANDSCAPE EDGING13 REMOVE GROUNDCOVER; PREPARE EARTH FORNEW SIDEWALK WITHIN SCOPE OF WORK14 REMOVE TREES15 PRESERVE BOLLARDS16 PROVIDE CUSTOM ALUMINUM MONUMENT SIGN BYASI17 EXISTING SIDEWALK TO REMAIN18 POINT SHALL ACT AS 100'-0"19 UNDERGROUND ENCLOSURE FOR ELECTRICALLINE ACTIVATING BELL CLAPPER. RUN 1/2"CONDUIT WITH LONG LEG SWEEP INTO CAVITY OFMEMORIAL20 1/2" CONDUIT21 IRRIGATION HEADS SHALL BE REMOVED AND LINEFROM AREAS TO RECEIVE PAVING ORDECOMPOSED GRANITE.22 WEATHERPROOF, FLUSH MOUNTED, 4X4 JUNCTIONBOX23 PROVIDE 1/8" WEEP HOLE UNDER WEATHERPROOFJUNCTION BOX24 BASE FOR ARTIST STATEMENTLighting Fixture ScheduleType Mark Description Width Depth CommentsLF-1 In Groundnon-adjustableuplighting0' - 3" 0' - 6 1/4"
30' - 0"12ACBD02A4.0102A4.01EQEQEQEQB.O. SEAM4' - 10"22' - 0"02A4.0102A4.01NOTE:ALL LETTERING SHALL BE - 12" VERTICAL CALISTO FONT- CENTERED AT 12'-0" EXCEPTAS NOTEDACBD0' - 0"30' - 0"REFER TO S1.01 FORFOUNDATION DETAILSEQEQEQEQB.O. SEAM4' - 10"22' - 0"02A4.0102A4.0130" LETTERINGACBD0' - 0"30' - 0"1' - 5"0' - 4"REFER TO VENDOR DRAWINGS FOR BELL MOUNTING REQUIREMENTSA4.0101T.O. BEAM20' - 0"A4.01081230' - 0"DATE :SHEETKIRKPATRICK ARCHITECTURE STUDIO100 WEST MULBERRYDENTON, TEXAS7 6 2 0 1940/387.8182 TEL940/383.0262 FAXwww.k_a_studio.comCONTENTS :REVISIONSNo.DATE.DESCRIPTION.NOT FOR REGULATORYAPPROVAL, PERMITTINGOR CONSTRUCTIONTHE CITY OF DENTON332 E HICKORY ST.DENTON TEXASA3.01ELEVATIONS911 FIREFIGHTER'S MEMORIAL BELL TOWER02/03/2016 1/4" = 1'-0"04NORTH ELEVATION 1/4" = 1'-0"05EAST ELEVATION 1/4" = 1'-0"02EAST INTERIOR ELEVATION 1/4" = 1'-0"03WEST INTERIOR ELEVATION 1/4" = 1'-0"01SOUTH INTERIOR ELEVATIONAPPLY FLUID APPLIEDWATERPROOFING ON TOP OFCONCRETE FOUNDATION, ONHORIZONTAL AND VERTICALSURFACES OF PLINTHAROUND HSS FRAME, AND ONVERTICAL SURFACES OF CURB
0' - 0 3/4"REFER TO STRUCT.CORTEN STEEL SIDING; STOP3/4" ABOVE FOUNDATIONDECOMPOSED GRANITEGROUND LIGHTING FIXTURECONT. SEALANT &BACKER ROD1' - 1"2ELEC. JUNCTIONBOX & CONDUIT BYELEC. CONT'R.ELEC. PIGTAILBY VERDIN.NUT PLATE BYOWNER'S VENDORLARGE ISOLATOR HOUSINGBY OWNER'S VENDORALL THREAD WITHDOUBLE HEX NUTBY VERDINCLAMPINGBAR (2) REQ'DBY VERDINBELL BYOWNERCORTIN STEEL PANELS SECUREDTO STRUCTURE SO THAT NOSTRUCTURE IS EXPOSED4x4 HSS CUSTOMFRAMING PRIMARYBELL SUPPORTWELDED CONNECTIONPLANSECTION20.00°20.00°1' - 6"WEATHERPROOFJUNCTION BOX1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPEINSTALLATION AND ELECTRICAL CONNECTIONOF BELL BY OWNER'S VENDORDCBADCBA3/4" DIAMETER PLUGWELD AT 12" O.C.;GROUND SMOOTHWELD MITEREDCORNERS TOPROVIDE CRISPSTRAIGHT EDGE0' - 0 3/4"1A0' - 1"FILLET WELD ALONG SEAMAT CENTER OF STRUCTURE3/4" PLUG WELD @ 12"O.C.; GRIND SMOOTH4X4 HSS BEAM;REF TO STRUCT6' - 2 1/4"0' - 7 1/8"5' - 0"0' - 7 1/8"0' - 7 7/8"2' - 5 1/4"2' - 5 1/4"0' - 7 7/8"2' - 0 1/4"0' - 7 1/8"0' - 10"0' - 7 1/8"0' - 7 7/8"0' - 8 1/2"0' - 7 7/8"05A4.0111A4.014" NELSON STUD4" X 4" X 1/4"BRACKET FRAME1/8" ALUMINUM WITHFAUX CORTEN FINISH1 1/2" X 1 1/2" STEELTUBE PIPE FRAME2' - 7"0' - 5"2' - 6"2' - 7"0' - 5"5' - 0"DENTONFIRE FIGHTERSMUSEUMMEMORIAL9/11FLUSH ACRLICLETTERING, BACKLIT4" NELSON STUD4" X 4" X 1/4"BRACKET FRAME1/8" ALUMINUM WITHFAUX CORTEN FINISH1 1/2" X 1 1/2" STEELTUBE PIPE FRAME2' - 7"0' - 5"2' - 6"0' - 10"2' - 7"0' - 5"0' - 10"1' - 0"3' - 0"0' - 3"1' - 0"135.00°4' - 0"1' - 0"1' - 5"1' - 0"3' - 0"0' - 3"1' - 0"1' - 0"DATE :SHEETKIRKPATRICK ARCHITECTURE STUDIO100 WEST MULBERRYDENTON, TEXAS7 6 2 0 1940/387.8182 TEL940/383.0262 FAXwww.k_a_studio.comCONTENTS :REVISIONSNo.DATE.DESCRIPTION.NOT FOR REGULATORYAPPROVAL, PERMITTINGOR CONSTRUCTIONTHE CITY OF DENTON332 E HICKORY ST.DENTON TEXASA4.01SECTIONS &DETAILS911 FIREFIGHTER'S MEMORIAL BELL TOWER02/03/2016 1 1/2" = 1'-0"01MONOLITH BASE SECTION 1 1/2" = 1'-0"04BELL VIBROINSULATOR SECTION DETAIL07BELL ASSEMBLY 3D 3" = 1'-0"03WELDED CONNECTION DETAIL 3" = 1'-0"02CORTEN STEEL SEAM DETAIL 1 1/2" = 1'-0"08CONNECTION TO STRUCTURE DETAIL 3/4" = 1'-0"09SIGN PLAN 3/4" = 1'-0"11SIGN SECTION 3/4" = 1'-0"10SIGN ELEVATION FRONT 3/4" = 1'-0"05SIGN SIDE SECTION 3/4" = 1'-0"06SIGN ELEVATION SIDE 3/4" = 1'-0"12ARTISTS STATEMENT SECTION 3/4" = 1'-0"13ARTISTS STATEMENT ELEVATION
2017-02-13 PERMIT SETM/E/P Consultants | Texas Registration No. F-92734819 State HWY 121, Suite 12 | The Colony, TX 75056Phone: 972.323.7300 | Fax: 972.323.7311www.nova-engineering.net | Project No. 16104.00DATE :SHEETCONTENTS :REVISIONSNo.DATE.DESCRIPTION.KIRKPATRICK ARCHITECTURE STUDIO
100 West Mulberry
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9 4 0 / 3 8 3 . 0 2 6 2 fax
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9/11 FIREFIGHTER'S MEMORIAL BELL TOWER
THE CITY OF DENTON
332 E HICKORY ST.DENTON TEXASE1.00COVERSHEET -ELECTRICALELECTRICAL AND LIGHTING SYMBOLSSYMBOLDESCRIPTIONTHIN LINE WEIGHTS REPRESENT EXISTING WORKBOLD LINE WEIGHTS REPRESENT NEW WORKDASHED LINE REPRESENTS DEMO WORKCONDUITUNDERGROUND/UNDERFLOOR CONDUITFLEXIBLE CONDUITWIRE MOLDWIRING, HOMERUNWIRING, NEUTRALWIRING, HOTWIRING, SWITCHLEGWIRING, GROUNDWIRING, ISOLATED GROUNDCONTINUATIONSIMPLEX RECEPTACLEDUPLEX RECEPTACLEFLUSH FLOOR MOUNTED DUPLEX RECEPTACLECEILING MOUNTED DUPLEX RECEPTACLEABOVE COUNTER DUPLEX RECEPTACLE MOUNT @ 44" AFF UNOIG RECEPTACLEQUADRAPLEX RECEPTACLEFLUSH FLOOR MOUNTED QUADRAPLEX RECEPTACLECEILING MOUNTED QUADRAPLEX RECEPTACLEABOVE COUNTER QUADRAPLEX RECEPTACLE MOUNT @ 44" AFF UNOIG QUADRAPLEX RECEPTACLESPECIAL PURPOSE RECEPTACLE (VERIFY EXACT NEMA CONFIGURATION INFIELD)FLUSH FLOOR MOUNTED SPECIAL PURPOSE RECEPTACLE (VERIFY EXACT NEMACONFIGURATION IN FIELD)CEILING MOUNTED SPECIAL PURPOSE RECEPTACLE (VERIFY EXACT NEMACONFIGURATION IN FIELD)DUPLEX RECEPTACLE ON EMERGENCY CIRCUITABOVE COUNTER DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT MOUNT @ 44"AFF UNOQUADRAPLEX RECEPTACLE ON EMERGENCY CIRCUITABOVE COUNTER QUAD RECEPTACLE ON EMERGENCY CIRCUIT MOUNT @ 44"AFF UNODATA COMMUNICATIONS OUTLET WITH 3/4" E.C. TO 6" ABV. CLG.FLUSH FLOOR DATA COMMUNICATIONS OUTLETTELEPHONE OUTLET WITH 3/4" E.C. TO 6" ABV. CLG.FLUSH FLOOR TELEPHONE OUTLETTELEPHONE / DATA OUTLET WITH 3/4" E.C. TO 6" ABV. CLG.FLUSH FLOOR TELE/DATA OUTLETPOKE-THRU DEVICETELEVISION OUTLET WITH 3/4" E.C. TO 6" ABV. CLG.CEILING MOUNTED TELEVISION OUTLETJUNCTION BOXWALL MOUNTED JUNCTION BOXDISCONNECT SWITCHFUSED DISCONNECT SWITCHCOMBINATION MOTOR STARTERVFD (VARIABLE FREQUENCY DRIVE)TVSS (TRANSIENT VOLTAGE SURGE SUPPRESSOR)MOTORMOTION DETECTOR SWITCHCEILING MOUNTED MOTION DETECTORSWITCHDOUBLE POLE SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHMANUAL MOTOR STARTERWALL MOUNTED VOLUME CONTROL (P.A.)DIMMER SWITCHPUSH-BUTTONCARD READERDOOR CONTACTMAG-LOCKELECTRICAL AND LIGHTING SYMBOLSSYMBOLDESCRIPTIONGENERATORSHUNT TRIPCLOCKMETER120/208V ELECTRICAL PANEL277/480V ELECTRICAL PANELTRANSFORMERVIA LIGHTING CONTACTORLIGHT FIXTURELABELSHATCH REPRESENTS EMERGENCY FIXTURE2' X 4' LIGHT FIXTURE. REFERENCE LIGHT FIXTURE SCHEDULE.2' X 2' LIGHT FIXTURE. REFERENCE LIGHT FIXTURE SCHEDULE.UTILITY STRIP. REFERENCE LIGHT FIXTURE SCHEDULE.DOWNLIGHT. REFERENCE LIGHT FIXTURE SCHEDULE.SCONCE. REFERENCE LIGHT FIXTURE SCHEDULE.WALL WASHER. REFERENCE LIGHT FIXTURE SCHEDULE.PENDANT. REFERENCE LIGHT FIXTURE SCHEDULE.UNDER CABINET LIGHT FIXTURE. REFERENCE LIGHT FIXTURE SCHEDULE.WALL PACK. REFERENCE LIGHT FIXTURE SCHEDULE.POLE MTD. SITE LIGHT FIXTURE REFERENCE LIGHT FIXTURE SCHEDULE.EXIT SIGN CHEVRONSINGLE FACE EXIT SIGN SHADED AREA INDICATES ILLUMINATED FACE. MODELSHALL BE DUAL-LITE #LXURWEI UNO ON PLANS.DOUBLE FACE EXIT SIGN SHADED AREA INDICATES ILLUMINATED FACE. MODELSHALL BE DUAL-LITE #LXURWEI UNO ON PLANS.WALL MOUNTED EXIT SIGN. MODEL SHALL BE DUAL-LITE #LXURWEI UNO ONPLANS.EMERGENCY LIGHTING FIXTURE. MODEL SHALL BE DUAL-LITE #LZ2I UNO ONPLANS.EXTERIOR EMERGENCY LIGHTING FIXTURE. MODEL SHALL BE DUAL-LITE #PGNUNO ON PLANS. VERIFY FINISH.TVTVJJMMSSSSSSCRDCMLGSTCMABBREVIATIONSSYMBOLDESCRIPTIONADAAMERICANS WITH DISABILITIES ACTAFFABOVE FINISHED FLOORBEXISTING JUNCTION BOX WITH BLANK PLATEBDDBACKDRAFT DAMPERBODBOTTOM OF DUCTBFFBELOW FINISHED FLOORBFPBACKFLOW PREVENTERBHPBRAKE HORSEPOWERCCONDUITCBCIRCUIT BREAKERCDCONDENSATE DRAINCFMCUBIC FEET PER MINUTECHRCHILLED WATER RETURNCHSCHILLED WATER SUPPLYCRCONDENSER WATER RETURNCSCONDENSER WATER SUPPLYCUCOPPERCWDOMESTIC COLD WATERDEXISTING TO BE DEMOLISHEDDCODOUBLE CLEANOUTEEXISTING TO REMAINE/AEXHAUST AIREATENTERING AIR TEMPERATUREECEMPTY CONDUITESPEXTERNAL STATIC PRESSUREEWCELECTRIC WATER COOLEREWHELECTRIC WATER HEATEREWTENTERING WATER TEMPERATURE°FDEGREES FAHRENHEITFFIRE LINEFCOFLOOR CLEANOUTFDSFUSED DISCONNECT SWITCHFLDFLOOR DRAINFDFIRE DAMPERFSFLOOR SINKFSDCOMBINATION FIRE SMOKE DAMPERGGASGFIGROUND FAULT INTERRUPTERGNDGROUNDGPMGALLONS PER MINUTEHGREFRIGERANT HOT GASHPHORSEPOWERHRHEATING HOT WATER RETURNHSHEATING HOT WATER SUPPLYHWHOT WATER SUPPLYHWRHOT WATER RETURNICIN COUNTERIGISOLATED GROUNDK/EKITCHEN EXHAUSTKWKILOWATTM/AMAKE-UP AIRMTDMOUNTEDNNEWNICNOT IN CONTRACTN3RNEMA 3RO/AOUTSIDE AIROBDOPPOSED BLADE DAMPEROCDOVERFLOW CONDENSATE DRAINOCPDOVERCURRENT PROTECTIVE DEVICEODOVERFLOW ROOF DRAINOFCIOWNER FURNISHED, CONTRACTOR INSTALLEDPBDPARALLEL BLADE DAMPERPSIPOUNDS PER SQUARE INCHREXISTING TO BE RELOCATEDR/ARETURN AIRRDROOF DRAINRLREFRIGERANT LIQUIDROREVERSE OSMOSISRSREFRIGERANT SUCTIONABBREVIATIONSSYMBOLDESCRIPTIONSSINKS/ASUPPLY AIRSANSANITARY SEWERSDSTORM DRAINSIMSIMILARTPTRAP PRIMERTWTEMPERED WATERUURINALUFUNDERFLOORUGUNDERGROUNDUNOUNLESS NOTED OTHERWISEUSBUNIVERSAL SERIAL BUS. PROVIDE NEMA 5-20RDUPLEX RECEPTACLE WITH USB PORTS RATEDFOR 2.1 AMPS. SIMILAR TO LEVITON T5832-HGW.VVENTVIFVERIFY IN FIELDVTRVENT THROUGH ROOFWWALL MOUNTEDWCWATER CLOSETWCOWALL CLEANOUTWPWEATHER PROOFFIRE ALARM SYMBOLSSYMBOLDESCRIPTIONTHIN LINE WEIGHTS REPRESENT EXISTING WORKBOLD LINE WEIGHTS REPRESENT NEW WORKDASHED LINE REPRESENTS DEMO WORKFM 200 ABORT SWITCHMANUAL FM 200 RELEASE PULL STATIONDOOR HOLDERFIRE ALARM ANNUNCIATOR PANELFIRE ALARM CONTROL PANELFIRE ALARM SYSTEM FLOW SWITCHFIRE ALARM TAMPER SWITCHGENERATOR REMOTE ANNUNCIATOR PANELADA APPROVED FIRE ALARM HORN. MOUNT @ 80" AFF.ADA APPROVED FIRE ALARM HORN. CEILING MOUNTED.ADA APPROVED AUDIO/VISUAL FIRE ALARM SIGNALING DEVICE. MOUNT @ 80"AFF.ADA APPROVED AUDIO/VISUAL FIRE ALARM SIGNALING DEVICE. CEILINGMOUNTED.ADA APPROVED STROBE ONLY FIRE ALARM DEVICE. MOUNT @ 80" AFF.ADA APPROVED STROBE ONLY FIRE ALARM DEVICE. CEILING MOUNTED.ADA APPROVED FIRE ALARM PULLSTATION DEVICESMOKE DETECTORUNDERFLOOR SMOKE DETECTORDUCT MOUNTED SMOKE DETECTORREMOTE PILOT LIGHTHEAT DETECTORUNDERFLOOR HEAT DETECTORFLAME DETECTORSPEAKERFIRE ALARM SPEAKERAMDHFAAFACPFSTSGENHHFFSSFSSUDSRUSSDIVISION 16: ELECTRICAL16010 - BASIC ELECTRICAL REQUIREMENTSA.PROVIDE LABOR MATERIALS, EQUIPMENT AND TRANSPORTATION TO RECEIVE, INSTALL, ADJUST, AND PUT INTO OPERATION COMPLETEELECTRICAL SYSTEMS IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. PROVIDE PRODUCTS NOT MENTIONED BUT OBVIOUSLYNECESSARY AND INCIDENTAL TO THE COMPLETION OF THIS WORK.B.OBTAIN ALL PERMITS AND PAY ALL FEES.C.ALL WORK DONE SHALL BE PERFORMED BY QUALIFIED ELECTRICIANS, UNDER THE SUPERVISION AND DIRECTION OF A SUPERINTENDENT HAVINGSUCCESSFUL EXPERIENCE INSTALLING AND SUPERVISING EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AND SIZE AS INDICATED BY CONTRACTDOCUMENTS.D.EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITHCONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALSREQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.E.COORDINATE WORK WITH ALL OTHER TRADES. GIVE SPECIAL CONSIDERATION TO COORDINATING INSTALLATION OF LIGHTING, SPRINKLER PIPING,AND DUCTWORK. COORDINATE WALL OUTLET LOCATIONS WITH MILLWORK. COORDINATE WALL SWITCHES WITH DOOR SWINGS. VERIFY EXACTLOCATION, COLOR AND FINISH OF OUTLETS AND DEVICES WITH INTERIOR DESIGNER, ARCHITECT, OR DESIGNATED TENANT REPRESENTATIVEPRIOR TO INSTALLATION.F.PRODUCTS OF A SIMILAR NATURE SHALL BE THE SAME TYPE AND MANUFACTURER. PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERSREGULARLY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS, UNLESS OTHERWISE REQUIRED BY THE DRAWINGS.G.ALL PRODUCTS SHALL BE UL LISTED AND INSTALLED IN ACCORDANCE WITH NATIONALLY RECOGNIZED AND ACCEPTED STANDARDS ANDPROCEDURES.H.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE RULES, REGULATIONS, INDUSTRY STANDARDS, LOCAL CODES, LAWS,AND ORDINANCES. IN THE EVENT THAT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, NOTIFY THE ENGINEER IMMEDIATELY.16050 - BASIC ELECTRICAL MATERIALS AND METHODSA.FOR SUBMITTALS, PROVIDE FIVE COPIES OF ELECTRICAL MATERIALS AND PRODUCTS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: LIGHTINGFIXTURES, DEVICES (SWITCHES, RECEPTACLES, ETC.), SWITCHBOARDS, TRANSFORMERS, PANELBOARDS, CIRCUIT AND MOTOR DISCONNECTS,MOTOR CONTROLLERS, SUPPORTING DEVICES, TRANSIENT VOLTAGE SURGE SUPPRESSION, AND FIRE ALARM SYSTEMS.B.COMPILE AND ASSEMBLE THE WARRANTIES FOR ALL EQUIPMENT SPECIFIED IN DIVISION 16, INTO A SEPARATED SET OF VINYL COVERED, THREERING BINDERS, TABULATED AND INDEXED FOR EASY REFERENCE. PROVIDE COMPLETE WARRANTY INFORMATION FOR EACH ITEM TO INCLUDEPRODUCT OR EQUIPMENT TO INCLUDE DATE OF BEGINNING OF WARRANTY OR BOND; DURATION OF WARRANTY OR BOND; AND NAMES,ADDRESSES, AND TELEPHONE NUMBERS AND PROCEDURES FOR FILING A CLAIM AND OBTAINING WARRANTY SERVICES.C.PREPARE MAINTENANCE MANUALS THAT INCLUDE THE FOLLOWING INFORMATION FOR EQUIPMENT ITEMS:1.DESCRIPTION OF FUNCTION, NORMAL OPERATING CHARACTERISTICS AND LIMITATIONS, PERFORMANCE CURVES, ENGINEERING DATA ANDTESTS, AND COMPLETE NOMENCLATURE AND COMMERCIAL NUMBERS OF REPLACEMENT PARTS.2.MANUFACTURER'S PRINTED OPERATING PROCEDURES TO INCLUDE START-UP, BREAK-IN, AND ROUTINE AND NORMAL OPERATINGINSTRUCTIONS; REGULATION, CONTROL, STOPPING, SHUTDOWN, AND EMERGENCY INSTRUCTIONS; AND SUMMER AND WINTER OPERATINGINSTRUCTIONS.3.MAINTENANCE PROCEDURES FOR ROUTINE PREVENTATIVE MAINTENANCE AND TROUBLESHOOTING; DISASSEMBLY, REPAIR, ANDREASSEMBLY; ALIGNING AND ADJUSTING INSTRUCTIONS.4.SERVICING INSTRUCTIONS AND LUBRICATION CHARTS AND SCHEDULES.D.UPON COMPLETION OF WORK, PREPARE ELECTRICAL 'AS-BUILT' DRAWINGS. PRESENT COMPLETED DRAWINGS TO OWNER AND TWO SETS TOARCHITECT. 'AS-BUILT' DRAWINGS SHALL INCLUDE ALL BRANCH CIRCUIT WORK, PANELBOARD INFORMATION, FINAL SWITCHING, FINAL LOCATIONOF ALL EQUIPMENT, ETC.E.PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL SYSTEMS IN ACCORD WITH APPLICABLE CODES AND STANDARDS AND AS REQUIRED.F.PROVIDE ONLY FASTENERS OF THE FOLLOWING TYPES, MATERIALS, AND CONSTRUCTION FEATURES:1.EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE.2.TOGGLE BOLTS: ALL STEEL SPRINGHEAD TYPE.3.POWDER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE.16060 - GROUNDINGA.PROVIDE AN ELECTRICAL EQUIPMENT GROUND SYSTEM AND AN ELECTRICAL SERVICE GROUND SYSTEM AS REQUIRED BY THE LOCALAUTHORITIES HAVING JURISDICTION. A SEPARATE INSULATED EQUIPMENT GROUND CONDUCTOR SHALL BE INSTALLED IN ALL FEEDERS ANDBRANCH CIRCUITS, INCLUDING ALL MOTOR FEEDERS FROM STARTER TO MOTOR. TEST AND SUBMIT REPORT OF GROUNDING SYSTEM TESTS.16075 - ELECTRICAL IDENTIFICATIONA.FURNISH AND INSTALL ENGRAVED PLASTIC LAMINATE NAMEPLATES FOR ALL PANELS, SWITCHGEAR, SWITCHES, MOTOR STARTERS, ANDELECTRICAL EQUIPMENT. PROVIDE BRANCH CIRCUIT IDENTIFICATION (PANEL AND BRANCH CIRCUIT NUMBER) ON EACH SWITCH, RECEPTACLE,ETC., AND/OR ASSOCIATED WALL PLATE, FOR EVERY DEVICE. EXCEPT AS OTHERWISE INDICATED, PROVIDE SINGLE LINE OF TEXT, WITH1/2-INCH-HIGH LETTERING ON 1-1/2-INCH-HIGH LABEL (2-INCH-HIGH WHERE TWO LINES ARE REQUIRED), WHITE LETTERING IN BLACK FIELD. TEXTSHALL MATCH TERMINOLOGY AND NUMBERING OF THE CONTRACT DOCUMENTS AND SHOP DRAWINGS.B.PROVIDE TYPED PANELBOARD SCHEDULES FOR ALL NEW PANELBOARDS AND ALL PANELBOARDS TO WHICH CIRCUITS HAVE BEEN ADDED.16080 - ELECTRICAL TESTINGA.ALL ELECTRICAL EQUIPMENT AND WIRING SYSTEMS SHALL BE THOROUGHLY TESTED AND ALL DEFECTS AND MALFUNCTIONING EQUIPMENT SHALLBE CORRECTED, REPAIRED OR REPLACED. ALL SYSTEMS SHALL BE TESTED; TEST DATA SHALL BE PROVIDED FOR OWNER’S RECORDS.16120 - CONDUCTORS AND CABLESA.PROVIDE COPPER, TYPE THW, THWN, OR THHN AS REQUIRED FOR THE INTENDED USE. MINIMUM CONDUCTOR SIZE FOR BRANCH CIRCUITS SHALLBE NUMBER 12 AWG. USE NUMBER 10 AWG FOR ALL 120 VOLT BRANCH CIRCUITS LONGER THAN 100 FEET AND FOR ALL 277 VOLT BRANCHCIRCUITS LONGER THAN 200 FEET MEASURED FROM PANEL TO CENTER OF LOAD.B.INSTALL ALL CONDUCTORS IN CONDUIT. USE UL APPROVED PULLING LUBRICANT WHERE REQUIRED.C.USE NUMBER 12 AWG AS MINIMUM CONDUCTOR SIZE FOR POWER SYSTEMS AND FOR CONTROL CIRCUITS. ALL WIRES NUMBER 10 AWG ANDSMALLER SHALL BE SOLID; ALL CONTROL WIRES SHALL BE STRANDED AND TERMINATED WITH CRIMPED LUGS.D.WHERE ALLOWED BY CODE, TYPE "AC" CABLE IS ACCEPTABLE ONLY ABOVE LAY-IN CEILINGS FOR MAXIMUM 6 FT. LENGTHS AS LIGHTING FIXTUREWHIPS16130 - RACEWAYS AND BOXESA.CONCEAL ALL CONDUITS, UNLESS INDICATED OTHERWISE, WITHIN FINISHED WALLS, CEILINGS, AND FLOORS. KEEP RACEWAYS AT LEAST 6 INCHESAWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR HOT WATER PIPES. INSTALL RACEWAYS LEVEL, SQUARE AT RIGHT ANGLES TO THEBUILDING AND AT PROPER ELEVATIONS.B.USE ONLY MALLEABLE IRON METALLIC CONDUIT BODIES (DIECAST BODIES ARE NOT ACCEPTABLE). USE ONLY STEEL BODIES WITH GLAND RINGCOMPRESSION-THREADED TYPE EMT CONNECTORS WITH INSULATED THROATS.C.OUTDOORS: USE THE FOLLOWING WIRING METHODS:1.EXPOSED: INTERMEDIATE METAL CONDUIT.2.CONCEALED: INTERMEDIATE METAL CONDUIT.3.UNDERGROUND, SINGLE RUN: RIGID NONMETALLIC CONDUIT.4.UNDERGROUND, GROUPED: RIGID NONMETALLIC CONDUIT.5.CONNECTION TO VIBRATING EQUIPMENT: INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, OR ELECTRIC SOLENOID ORMOTOR-DRIVEN EQUIPMENT: LIQUIDTIGHT FLEXIBLE METAL CONDUIT.6.INDOORS OR OUTDOORS: CONNECTION TO VIBRATING EQUIPMENT AND HYDRAULIC, PNEUMATIC, OR ELECTRIC SOLENOID ORMOTOR-DRIVEN EQUIPMENT IN MOIST OR HUMID LOCATION OR CORROSIVE ATMOSPHERE, OR WHERE SUBJECT TO WATER SPRAY ORDRIPPING OIL, GREASE, OR WATER: LIQUIDTIGHT FLEXIBLE METAL CONDUIT.D.INDOORS: USE THE FOLLOWING WIRING METHODS:1.CONNECTION TO VIBRATING EQUIPMENT: INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC OR ELECTRIC SOLENOID ORMOTOR-OPERATED EQUIPMENT: FLEXIBLE METAL CONDUIT.2.EXPOSED: ELECTRICAL METALLIC TUBING.3.CONCEALED: ELECTRICAL METALLIC TUBING.E.ELECTRICAL METALLIC TUBING (EMT) IS EXCLUDED FROM USE IN THE FOLLOWING LOCATIONS OR CONDITIONS:1.OUTSIDE STRUCTURE OR ON ROOF.2.AT OR BELOW GRADE.3.IN OR BENEATH SLABS ON GRADE.4.IN HAZARDOUS LOCATIONS.5.WHERE EXPOSED TO PHYSICAL DAMAGE.6.WHERE SUBJECT TO EXCESSIVE MOISTURE OR DETERIORATION.7.HIGH VOLTAGE RACEWAYS.F.MINIMUM CONDUIT SIZE, INCLUDING FLEXIBLE CONDUIT, SHALL BE 3/4 INCH UNLESS MINIMUM SIZES ARE INDICATED TO BE LARGER FOR SPECIFICSYSTEMS SPECIFIED ELSEWHERE IN THE DOCUMENTS.G.PROVIDE GALVANIZED STEEL PULL AND JUNCTION BOXES THAT COMPLY WITH NEC AS TO SIZE AND CONSTRUCTION.H.FOR JUNCTION AND PULL BOXES, USE BOXES NOT LESS THAN 4-INCHES SQUARE AND 4-INCHES DEEP WITH REMOVABLE COVERS.I.USE CAST ALUMINUM OR CAST IRON BOXES WITH THREADED HUBS AND GASKETED COVERS IN DAMP/WET AREAS OR OUTDOORS.16140 - WIRING DEVICESA.PROVIDE UL LISTED SPECIFICATION GRADE MINIMUM 20 AMP (120 AND/OR 277 VOLT) SWITCHES AND RECEPTACLES. DEVICES AND WALL PLATESSHALL BE COLORED RED WHERE CONNECTED TO THE EMERGENCY POWER DISTRIBUTION SYSTEM. COLOR OF DEVICES NOT CONNECTED TO THEEMERGENCY SYSTEM SHALL BE AS SELECTED BY THE ARCHITECT. ISOLATED GROUND RECEPTACLES SHALL BE UTILIZED FOR ALL DATAEQUIPMENT AND SHALL BE FURNISHED WITH AN ORANGE TRIANGLE ON THE FACE OF THE DEVICE.B.PROVIDE SOLID STATE DIMMER SWITCHES CONFORMING TO NEMA WD 1, MOUNTED IN OUTLET BOXES AS INDICATED AND IN ACCORDANCE WITHTHE FOLLOWING:1.INCANDESCENT LAMP DIMMERS: MODULAR DIMMER SWITCHES FOR INCANDESCENT FIXTURES; SWITCH POLES AND WATTAGE ASINDICATED, 120-VOLTS, 60-HZ, WITH CONTINUOUSLY ADJUSTABLE ROTARY KNOB OR TOGGLE, ANODIZED ALUMINUM FACE, SINGLE-POLE,WITH SOFT-TAP OF OTHER QUIET ON-OFF SWITCH. EQUIP WITH ELECTROMAGNETIC FILTER TO ELIMINATE NOISE, RF AND TVINTERFERENCE, AND 5 INCH WIRE CONNECTING LEADS.2.FLUORESCENT LAMP DIMMERS: FULL-WAVE MODULAR TYPE AC DIMMER SWITCHES, FOR FLUORESCENT FIXTURES; WATTAGE ANDVOLTAGE RATINGS AS INDICATED, AND WITH ELECTROMAGNETIC FILTERS TO MINIMIZE NOISE, AND RF AND TV INTERFERENCE.CONSTRUCT WITH CONTINUOUSLY ADJUSTABLE TRIM POTENTIOMETER FOR ADJUSTMENT OF LOW END DIMMING, ANODIZED HEAT SINKS, 5INCH WIRE CONNECTING LEADS AND QUIET ON-OFF SWITCH. INCLUDE COMPATIBLE DIMMING LAMP BALLASTS.
DNDNS1S1S1JROUTE (1) 3/4" CONDUIT WITH PULL STRING UNDERGROUND FOR POWER TOLOW-VOLTAGE LIGHTING. VERIFY FINAL PLACEMENT IN FIELD PRIOR TO BID ANDINSTALLATION.1JJROUTE (1) 3/4" CONDUIT WITH PULL STRING UNDERGROUND FOR POWER TOMONUMENT BELL. TERMINATE CONDUIT IN EXISTING J-BOX, VERIFY THATEXISTING J-BOX HAS CONDUIT SUFFICIENT TO POWER BELL. VERIFY FINALLOCATION IN FIELD.232T1S1(E)(E)P1A-27DNDNEXISTING BALLARD TO REMAIN. IFCONDUIT INTRUDES SCOPE OFWORK RE-ROUTE CONDUIT ANDMODIFY FEEDERS AS NEEDED.(TYPICAL OF 2)(E)(E)EXISTING BALLARD TO BE DEMOLISHED. VERIFY IFEXISTING CONDUIT IS USED FOR ROUTING OF POWERTO EXISTING BOLLARDS. IF CONDUIT PROVES TOSERVE ONLY THE DEMOLISHED BOLLARD THENCONTRACTOR SHALL REMOVE CONDUIT AND FEEDERSBACK TO SOURCE. (TYPICAL OF 2)(D)(D)2017-02-13 PERMIT SETM/E/P Consultants | Texas Registration No. F-92734819 State HWY 121, Suite 12 | The Colony, TX 75056Phone: 972.323.7300 | Fax: 972.323.7311www.nova-engineering.net | Project No. 16104.00DATE :SHEETCONTENTS :REVISIONSNo.DATE.DESCRIPTION.KIRKPATRICK ARCHITECTURE STUDIO
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9/11 FIREFIGHTER'S MEMORIAL BELL TOWER
THE CITY OF DENTON
332 E HICKORY ST.DENTON TEXASE1.01SITE PLAN -ELECTRICALSCALE:02SITE PLAN - ELECTRICAL1/4" = 1'-0" LIGHTING FIXTURE SCHEDULETYPEDESCRIPTIONMANUFACTURERMODEL NO.LAMPSVOLTAGES1GROUND-MOUNT RECESSED FIXTURESPJ LIGHTINGSPJ13-25LED - PVDS-20W-FLOOD-630-2700K-12-15VLED (20W)120VT1UNDERGROUND LOW-VOLTAGE TRANSFORMERSPJ LIGHTINGFB-150DB-120V-12-15V-150W-1N/A120VNOTES: 1) ALL FIXTURES MAY NOT BE USED. 2) FURNISH COLD WEATHER (0°) BALLASTS FOR ALL OUTDOOR HID OR FLUORESCENT LIGHTING FIXTURES. 3) ENSURE ALL OUTDOOR FIXTURES ARE UL LISTED FOR THEIR INTENDED USE (I.E., DAMP OR WET LOCATION LISTED). 4) CONTRACTOR SHALL PROVIDE 2', 3', OR 4' LENGTHS AS REQUIRED FOR UNDERCABINET LIGHTING FIXTURES TO ENSURE LIGHTING IS CONTINUOUS FROM END TO END WITH NO GAPS BETWEEN FIXTURES. 5) PROVIDE ELECTRONIC BALLASTS AS APPROPRIATE AND AVAILABLE FOR ALL FLUORESCENT LIGHTING FIXTURES. ALL ELECTRONIC BALLAST SHALL BE AS MANUFACTURED BY ADVANCE, MOTOROLA OR TRIAD.KEYED NOTES BY SYMBOL:CONTRACTOR TO TERMINATE UNDERGROUND CONDUIT ATTHE LOCATION OF THE NEW LOW-VOLTAGE TRANSFORMERFOR MONUMENT LIGHTING. WHIP FROM TRANSFORMER TOEXISTING J-BOX ON BUILDING. VERIFY THAT J-BOX HAS EMPTYCONDUIT SUFFICIENT TO ROUTE POWER FOR NEW MONUMENTLIGHTING.POWER FOR MONUMENT BELL. COORDINATE POWERREQUIREMENTS AND LOCATION IN FIELD PRIOR TO BID. IFPOWER REQUIREMENTS EXCEED A SINGLE 120V CIRCUITCONTACT ENGINEER FOR RE-CIRCUITING PRIOR TOINSTALLATION.CONTRACTOR TO CONNECT NEW MONUMENT LIGHTING TOEXISTING TIME-CLOCK AND CIRCUIT. VERIFY MAX OF 16A.AFTER ADDITION OF NEW LIGHTING.123SCALE:01DEMOLITION SITE PLAN - ELECTRICAL1/4" = 1'-0"