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Project Name: HCC Culinary Arts Center Date: February 01, 2017 Architectural Addendum No. Three (03) Page 1 of 1
ARCHITECTURAL ADDENDUM #03 Addendum Number Three (03) PLANS AND SPECIFICATIONS FOR Houston Community College – Culinary Arts Center STANTEC Project No. 2140 00 169 Stantec 20 East Greenway Plaza Suite 200 Houston, Texas 77046 February 01, 2017 NOTE: If you have questions about this Addendum, please contact Geoffrey Wheeler. This Addendum is generally seperated into sections for convenience; however, all contractors, subcontractors, material suppliers and other involved parties shall be responsible for reading the entire Addendum. Failure to list an item(s) in all affected sections of this Addendum does not relieve any party affected from performing per instructions, provided the information is set forth one time anywhere in the Addendum. This document shall become attached to and part of the Construction Documents for the aforementioned project. DRAWINGS
Sheet P001 1. Issued now, previously not issued with bid documents
Sheet P002
2. Issued now, previously not issued with bid documents
Sheet P010 3. Issued now, previously not issued with bid documents
NUMBER OF ATTACHMENTS: Drawings – 42” x 30” – 3 sheets END OF ADDENDUM NUMBER THREE (03)
PLUMBING LEGEND
SYMBOLSYMBOL ABBREV. DESCRIPTION ABBREV. DESCRIPTION
SOFTENED WATER
FIRE WATER
WET AUTOMATIC SPRINKLERS
SANITARY
DOMESTIC HOT WATER (140°F)
DOMESTIC COLD WATER
TRAP PRIMER
VENT THRU ROOF
F
AS
TP
F
AS
SW
DHW
TP
DCW
VTR
VENT
SANITARY STACK & SIZE
STACK NUMBER4"
SAN-1
ABOVE FINISHED FLOOR
PRESSURE RELIEF VALVE
FL
COG
AFF
FLOW LINE
CLEANOUT AT GRADE
FDV
RV
FCO
FIRE DEPT. VALVE
FLOOR CLEANOUT
CLEANOUT
GAUGE COCK
VALVE BOX
PRESS. REDUCING VALVEPRV
PLUG VALVE
CHECK VALVE
GATE VALVE
BALL VALVE
GAUGE
REDUCER
STRAINER
THERMOMETER
UNION
CO
SAN
COMPRESSED AIR (125 PSI)
NATURAL GASG
CA CA
G
SAN
BUTTERFLY VALVE
SOLENOID VALVE
VACUUM BREAKERVB
WALL CLEANOUTWCO
ACCESS PANELAP
FEET PER SECONDFPS
FLD FLD FIRE LINE DRAIN
GALLONS PER MINUTEGPM
CUBIC FEET PER HOURCFH
STANDARD CUBIC FT PER MIN.SCFM
BOTTOM OF PIPEBOP
MW MW
AIR INTAKEAI AI
MAKEUP WATER (NON-POTABLE)
V
PUMPED SANITARYPSANPSAN
SW
DOMESTIC HOT WATER RETURN (140°F)DHWR
GAS REGULATORGR
NATURAL GAS VENTGVGV
GENERAL NOTES
PRIOR TO WORK CONTRACTOR SHALL TIGHTLY COORDINATE PLUMBING WORK WITH OTHER TRADES.
PROVIDE A UNION DOWNSTREAM FROM EACH THREADED VALVE.
PROVIDE A SEPARATE P-TRAP AT EACH PLUMBING FIXTURE, UNLESS TRAP IS BUILT INTO FIXTURE.
REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS.
MAKE ROUGH-IN AND FINAL CONNECTION TO ALL PLUMBING FIXTURES.
ALL NEW WORK SHALL CONFORM TO THE 2012 EDITION OF THE UNIFORM PLUMBING CODE WITH CITY OF HOUSTON AMENDMENTS UNLESSOTHERWISE NOTED OR SHOWN.
DRAWINGS ARE DIAGRAMMATIC IN NATURE, NOT ALL REQUIRED PIPE ELBOWS, TEES, AND ASSOCIATED FITTINGS ARE SHOWN. CONTRACTOR SHALLPROVIDE A COMPLETE WORKING PLUMBING SYSTEM PER THE SPECIFICATIONS AND PLUMBING CODE.
PROVIDE A HYDRAULICALLY SIZED SPRINKLER SYSTEM IN ACCORDANCE WITH 2013 EDITION OF NFPA 13, TO PROVIDE SPRINKLERED FLOORCOVERAGE, FOR THE BUILDING AS INDICATED ON THE FLOOR PLANS.
FIRE PROTECTION PIPING SHALL BE COORDINATED AROUND OTHER TRADES, SUCH AS PLUMBING, HVAC AND ELECTRICAL.
PROVIDE A BALL VALVE W/ IN-LINE Y-STRAINER OR A FILTER TYPE BALL VALVE UPSTREAM OF ALL TRAP PRIMERS.
VERIFY LOCATION OF ALL FLOOR DRAINS WITH THE EQUIPMENT ROUGH-IN LOCATION.
REFER TO REFLECTED CEILING PLANS FOR FIRE SPRINKLER HEAD LAYOUT.
A SUPERVISORY SWITCH (TAMPER SWITCH) SHALL BE PROVIDED ON EACH VALVE USED FOR CONTROLLING THE FIRE PROTECTION SPRINKLERSYSTEM, AS SPECIFIED.
PROVIDE A BACKFLOW PREVENTER (AS INDICATED ON FLOOR PLANS) ON THE DOMESTIC WATER SUPPLY LINES TO KITCHEN EQUIPMENT.
THE SIZE OF THE STORM DRAINAGE SYSTEM IS BASED ON 8" RAINFALL RATE PER THE CITY OF HOUSTON AMENDMENTS TO THE 2012 UNIFORMPLUMBING CODE. STORM DRAINAGE IS SHOWN ON ARCHITECTURAL ROOF PLANS.
TRAP PRIMER PIPING SHALL NOT CONNECT DIRECTLY TO FLOOR DRAIN/ FLOOR SINK BODIES. CONNECT TRAP PRIMER PIPING TO FLOOR DRAIN P-TRAP EQUIPPED WITH TRAP PRIMER TAP.
COORDINATE NATURAL GAS SERVICE TO BUILDING WITH UTILITY COMPANY PRIOR TO WORK.
CONTRACTOR SHALL OBTAIN ARCHITECT/ENGINEER APPROVAL FOR ALL ACCESS PANEL LOCATIONS.
PROVIDE SPRINKLER PROTECTION FOR ELEVATOR HOISTWAYS AS OUTLINED IN NFPA 13 AND THE BUILDING CODE. PROVIDE A SIDEWALL SPRINKLERHEAD NOT MORE THAN 2' ABOVE THE FLOOR OF THE PIT. A SPRINKLER HEAD LOCATED AT THE TOP OF THE HOISTWAY IS NOT REQUIRED.
PROVIDE AN ISOLATION VALVE FOR EACH SINGLE PLUMBING FIXTURE, OR WHERE FIXTURES ARE GROUPED ONE VALVE PER GROUP, REFER TOFLOOR PLANS.
EACH FLOOR DRAIN AND FLOOR SINK SHALL HAVE THE P-TRAP SEAL PROTECTED BY A TRAP PRIMER LINE. IF A TRAP PRIMER LINE IS NOT SHOWN ONTHE DRAWING THE FLOOR DRAIN OR FLOOR SIN SHALL BE PROTECTED BY A TRAP GUARD.
PROVIDE PRESSURE & TEMPERATURE PORTS IN UPSTREAM AND DOWNSTREAM PIPING CONNECTING TO PUMPS, WATER HEATERS ANDCOMPRESSORS.
PROVIDE PRESSURE & TEMPERATURE PORTS WITHIN 3 PIPE DIAMETERS OF EACH PRESSURE OR TEMPERATURE SENSOR FOR USE IN CALIBRATIONAND VERIFICATION.
PROVIDE & INSTALL SUPPLY STOPS ON ALL WATER CONNECTIONS TO EQUIPMENT.
PROVIDE INLINE DUAL CHECK WITH ATMOSPHERIC VENT ON DCW SUPPLY LINES TO BEVERAGE EQUIPMENT, COFFEE MAKERS & TEA BREWERS.PROVIDE INLINE DUAL CHECK VALVE ON DCW SUPPLY LINES TO ICE MAKERS.
WHERE FOOD SINKS ARE PROVIDED FOR FOOD SERVICE EQUIPMENT PROVIDE & INSTALL FULL SIZE TYPE "L" COPPER DRAIN LINE FROM EQUIPMENTTO FLOOR SINK (INDIRECT WASTE).
REFER TO FOOD SERVICE DWGS. FOR EXACT CONNECTION LOCATION OF PLUMBING UTILITIES TO EQUIPMENT.
VALVES ON DCW & DHW SUPPLY LINES TO MOP SINK FAUCETS & PRE RINSE FAUCETS UNLESS INTEGRAL CHECK VALVES ARE BUILT INTO FAUCET.
PROVIDE DRY TYPE SPRINKLER HEAD TO PROTECT FREEZERS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
PLUMBING PIPE MATERIALS SPECIFICATION
SERVICE
EQUIPMENT DRAINSAND OVERFLOWS
SANITARY DRAINAGE,GREASE WASTE ANDVENT ABOVE GRADEAND BELOW SLAB ONGRADE
SANITARY DRAINAGESITE PIPING BEGINNING5' FROM THE BUILDING
STORM AND OVERFLOWDRAINAGE ABOVEGRADE
STORM AND OVERFLOWDRAINAGE BELOWGRADE
DOMESTIC WATERMAKEUP WATERABOVE GRADE
DOMESTIC WATERBELOW GRADEOUTSIDE BUILDING
NATURAL GASABOVE GRADE
NATURAL GASBELOW GRADE
PIPE
TYPE "L" HARD DRAWN COPPER (ASTM B88)
SERVICE WEIGHT CAST IRON, CISPI 301
TYPE "L" HARD DRAWN COPPER (ASTM B88)
TYPE "K" HARD DRAWNCOPPER (ASTM B88)
SCHEDULE 40 BLACK STEEL (ASTM A53)
POLYETHYLENE TYPE 2 GRADE 3 WITHSDR11 WALL THICKNESS (ASTM D1248)
FITTING
SOLDERED (95-5) WROUGHT COPPER, ANSI B16.22.
SERVICE WEIGHT DWV NO-HUB FITTINGS. HEAVY WEIGHT NO-HUB, 4-BAND COUPLINGS FOR SIZES 4" & LESS AND 6-BANDCOUPLINGS FOR PIPES SIZES OVER 4". CONFORMING TO CISPI310 MANUF. BY ANACO "HUSKEY",2000, MIFAB MI-XHUB ORCLAMP-ALL 125. NO-HUB CISPI 310 COUPLINGS. ALL COUPLINGSWITH STAINLESS STEEL BANDS AND NEOPRENE GASKETS
TYPE 1 GRADE 1 PVC SOCKET SOLVENT CEMENTJOINTS.
FOR SIZES THROUGH 8": SERVICE WEIGHT DWV NO-HUBFITTINGS WITH HEAVYWEIGHT 4-BAND COUPLINGS FORPIPE SIZES 4" AND LESS AND 6-BAND COUPLINGS FORPIPE SIZES OVER 4" CONFORMING TO CISPI 310, MANUF.BY ANACO "HUSKEY" 2000, MIFAB MI-XHUB OR CLAMP-ALL125. FOR SIZES OVER 8": SERVICE WEIGHT BELL & SPIGOTDWV FITTINGS WITH NEOPRENE GASKETS, ASTM C564.
SERVICE WEIGHT BELL & SPIGOT DWV FITTINGSWITH NEOPRENE GASKETS, ASTM C564.
ANSI B16.22 WROUGHT COPPER WITH 95-5 SOLDERLEAD-FREE JOINTS, ASTM B32.
ANSI B16.22 WROUGHT COPPER WITH SIL-FOS LEAD-FREE JOINTS, ASTM B32
FOR PIPE SIZES UP TO 2 INCH - CLASS 150 THREADEDMALLEABLE IRON FITTINGS FOR EXPOSED AREAS. CARBONSTEEL SOCKET WELDED FITTINGS ABOVE CEILING ANDCONCEALED AREAS. FOR PIPE SIZES OVER 2 INCH - CARBONSTEEL LONG RADIUS BUTT WELDED FITTINGS
TYPE 2 GRADE 3 POLYETHYLENE SOCKET HEATFUSED FITTINGS FOR SIZES UP TO 2". BUTT FUSEDFITTINGS FOR PIPE SIZES OVER 2 INCH.
UNIONS: CLASS 150, 300 POUND WATER-OIL-GAS SERVICE BRONZE. UNION WITH GROUND JOINTAND BRASS SEAT, ANSI B16.39.
NOTE: REFER TO DIVISION 22 SPECIFICATIONS FOR MORE DETAILS OF PIPE AND FITTINGS.
SIZES 6" AND SMALLER: SCHEDULE 40 PVC
SERVICE WEIGHT CAST IRON, CISPI 301
SERVICE WEIGHT CAST IRON, CISPI 301
PLUMBING CALCULATIONS1. SANITARY SEWER
WATER CLOSETS
URINALS
LAVATORIES
MOP SINKS
SINKS
DRINKING FOUNTAINS
FOOD WASTE SINK
DISHWASHER
4" FLOOR SINKS
TOTAL
10 X 6 DFU
2 X 5 DFU
8 X 1 DFU
2 X 3 DFU
25 X 2 DFU
4 X 1 DFU
8 X 3 DFU
3 X 2 DFU
34 X 6 DFU
= 60 DFU
= 10 DFU
= 8 DFU
= 6 DFU
= 50 DFU
= 4 DFU
= 24 DFU
= 6 DFU
= 204 DFU
= 372 DFU
PER 2012 EDITION OF UNIFORM PLUMBING CODE TABLESCHARTS A2.1 AND A2.1(I), 380.5 WFU IS EQUIVALENT TO 125GPM. FIXTURE COUNT INCLUDES ESTIMATED FIXTUREUNITS FOR SHELL SPACE BUILDOUT.
FIGURE A4.1(2) FOR TYPE "L" COPPER TUBING FOR PIPESIZE, A 4" PIPE IS ADEQUATE, FLOWING AT 3.4 FEET PERSECOND VELOCITY.
2. STORM DRAIN:ALL STORM DRAIN PIPING SIZES ARE BASEDON UNIFORM PLUMBING CODE TABLES FOUNDIN THE CITY OF HOUSTON AMENDMENTS ANDA RATE OF 8 INCHES PER HOUR. SEEARCHITECTURAL PLANS FOR ROOF DRAINS.TOTAL CALCULATED FLOW = 1,365 GPM.
10 UNITS
2 UNITS
8 X 1 FU
2 X 3 FU
60 X 2 FU
2.5 + 6
4 X .5 FU
15 X 2 FU
3 X 2 FU
= 165 FU
= 35 FU
= 8 FU
= 6 FU
= 120 FU
= 8.5 FU
= 2 FU
= 30 FU
= 6 FU
380.5 WFU125 GPM
WATER CLOSETS
URINALS
LAVATORIES
MOP SINKS
SINKS
HOSE BIBBS
DRINKING FOUNTAINS
KITCHEN EQUIPMENT
DISHWASHER
TOTAL
3. DOMESTIC WATER
PER 2012 EDITION OF UNIFORM PLUMBING CODETABLES 703.2, 372 DFU WILL BE SERVED BY A 6"PIPE SLOPED AT 1/8" PER FOOT. NOTE: ALL FLOORDRAINS IN THE CENTER OF THE LABS AND THETRENCH DRAINS IN THE RESTROOMS AREEMERGENCY FIXTURES AND HAVE A DFU VALUEOF 0.
4. GREASE INTERCEPTOR:FLOOR SINKS: 17 X 6 = 102 DFU
PER TABLE 10-3 FROM THE 2012 UNIFORMPLUMBING CODE, 102 DFU WILL REQUIRE AMINIMUM GREASE INTERCEPTOR VOLUME OF1,500 GALLONS.
TA
S
E OF TEXAS
P
RE
ENI
GNELANOISS
FO
R
EL IC E N S E D
T
SCOTT PANTERMUEHL
101216
Tx. Registration # F-2113
1
ISSUE:
CHECKED:
SCALE:
SHEET TITLE:
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
© 2016 Stantec
Stantec Project:
ISSUED FOR BIDDING
11/18/2016
11/18/2016 ISSUED FOR BIDDING
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
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PLUMBING LEGEND,GENERAL NOTES ANDSPECIFICATIONS
P.001
PKL
214000169
CULINARY ARTS CENTER
HOUSTON, TEXAS
EE
NNNNNNNNNNIIIIIIIIGGGGGGGGNNNNNNNNNNNNEEEEEEEEEEEELANNNNNNNNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOIIIIIISSSSSSSSSSSSSSSSSSSSSSSSSSSSS
FO
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EL IIIIIIIIICCCCCCCCCCC EE NNNNNNNNNNNNNNNNNNN SSSSSSS E D
11/18/16
MARK SERVICETDH
(FEET)FLOWRATE
(GPM)HP EACH
REMARKSVOLT PHASE HERTZ
ELECTRICAL DATA
PUMP SCHEDULE
FP-1 FIRE PUMP 140 550 40
RPM
1770 460 3 60 AURORA. NO. 4-481-15
JOCKEY PUMP 154 5 1 3450 460 3 60 AURORA MODEL 391
DOMESTIC WATER 155 65 EA. (2) 5 (2) 3450 460 3 60 GRUNDFOS NO. CRE 10-05 (2)
JP-1
DWP-1
SP-1 ELEVATOR SUMP 30 50 1/2 3450 115 1 60 HYDROMATIC NO. SHEF 50
HWC-1 HOT WATER CIRC. 20 4.5 1/6 3450 115 1 60 GRUNDFOS NO UP26-96F
FIXTURE SOIL COLD WATERWASTE VENT HOT WATER DESCRIPTION
PLUMBING ROUGH IN SCHEDULE
WC-1
WC-2
U-1
U-2
L-1
SK-2
SK-1
MS-1
EDF-1
TMV
4
4
2
2
-
-
-
-
-
-
-
-
-
-
2
2
2
3
2 2
2
2
2
1 1/2
2
2
2
2 -
-
-
-
1/2
-
--- -
1/2
3/4
1/2
1
1
3/4
3/4
1/2
1/2
3/4
1/2
1/2
WALL HUNG WATER CLOSET - (ZURN ECO VANTAGE NO Z5615 AQUAMETER) WITH 1.28 GPF HANDS FREE SENSOR ACTIVATED FLUSH VALVE (ZURN MODEL ZER6000PL-HET-CPM)
ADA WALL HUNG WATER CLOSET - (ZURN ECO VANTAGE NO Z5615 AQUAMETER) WITH 1.28 GPF HANDS FREE SENSOR ACTIVATED FLUSH VALVE (ZURN MODEL ZER6000PL-HET-CPM)
WALL HUNG URINAL - (ZURN ECOVANTAGE NO. Z5798) WITH .125 GPF ELECTRONIC FLUSH VALVE (ZURN ZEMS6003AV-ULF-IS)
ADA WALL HUNG URINAL - (ZURN ECOVANTAGE NO. Z5798) WITH .125 GPF ELECTRONIC FLUSH VALVE (ZURN ZEMS6003AV-ULF-IS)
ADA COUNTER MOUNTED LAVATORY - ( ZURN NO. Z5220) WITH 0.5 GPM SPRAY OUTLET - (ZURN NO. 76915-TMV-1-F)
ADA COUNTER MOUNTED SINGLE COMPARTMENT SINK - (ELKAY"LRAD-2521") WITH 1.5 GPM GOOSENECK SPOUT - ( CHICAGO NO. 786-GN8FC)
FLOOR MOUNTED MOP SINK - (STERN WILLIAMS SBC-1525) WITH WALL- MOUNTED SERVICE SINK FAUCET - (CHICAGO MODEL 445-897SRCXKCP)
ELECTRIC DRINKING FOUNTAIN - (ELKAY No. EZSTL8WSLK)
THERMOSTATIC MIXING VALVE FOR LAVATORIES (ASSE 1070 COMPLIANT)
RB-1 - -22 1/2" ROUGH-IN BOX (GUY GRAY NO. BIM875) WITH 5-MICRON CARTRIDGE TYPE FILTER HOUSING.
HB-1 - --- 3/4" INTERIOR HOSE BIBB.
HB-2 - --- 3/4" FREEZE PROOF WALL HYDRANT ON EXTERIOR OF BUILDING.
FD-1 - -24 - FLOOR DRAIN IN FINISHED AREA.
FD-2 - -24 - FLOOR DRAIN IN MECHANICAL ROOM.
FS-1 - -24 - 12" X 12" FLOOR SINK WITH 1/2 GRATE.
FS-2 - -24 - 12" X 12" FLOOR SINK WITH 3/4 GRATE.
TD-1 - -24 - TRENCH DRAIN.
WALL MOUNTED HANDSINK
FS-3 - -24 - 12" X 12" FLOOR SINK WITH FULL GRATE.
SYMBOL FIXTUREUNIT
1-11
12-32
33-60
61-113
114-154
155-330
PIPE SIZE
1/2"
3/4"
1"
1"
1"
1"
ZURN SHOCKSTOP NUMBER
100
200
300
400
500
600
SHOCK ARRESTOR SCHEDULE
A
B
C
D
E
F
NOTE:WHERE SYMBOL OCCURS ON THE PLUMBING PLANS ORPLUMBING DETAIL SHEETS, REFER TO ARRESTOR SCHEDULE ABOVE
TWIN ALTERNATINGWS-1
WATER SOFTENER SCHEDULE
90,000 3.0 30 75 PSI 400 WATERTECH SERVICES WTS F-90-2T0 GRAINS10 GRAINS 5
MARK(CUBIT FEET)
RESIN CAPACITY REMARKSTYPE
MAXIMUM
DAY REMOVALGRAIN PER PEAK. FLOW
(GPM @ 25PSI)WORKING
PRESSURE
BRINECAPACITY
(LBS.)
DISCHARGEHARDNESS
INCOMINGHARDNESS
BACKWASH(GPM)
ELECTRICAL DATA
HEIGHT DEPTHLENGTH VOLTS HERTZPHASE
RECOVERY RATE@ 100 DEGREE F
(GALLONS/HR)
STORAGETEMPERATURE(DEGREES F)
GAS INPUT(CFH)
INTAKE &EXHAUST
SIZE
REMARKS
GAS FIRED WATER HEATER SCHEDULE
360WH-1,2 500 6'-2"140 8'-5" 3'-10" 208 1 60300 4" HAMILTON EVO (2) HW 299
MARK STORAGE(GALLONS)
DIMENSIONS
MARK
EIWH-1
TEMPERATURE RISETEMP / FLOW RATE
70 DEGREES F AT 1.5 GPM
HEIGHT
11
WIDTH
6
DEPTH
3
DIMENSIONS (INCHES)
ELECTRIC INSTANTANEOUS WATER HEATER SCHEDULE
REMARKS
EEMAX MODEL EX160TC
VOLTS
277
PHASE
1
HERTZ
60
ELECTRICAL DATA
KW
15
NOTE: FACTORY PRE-SET DISCHARGE TEMPERATURE: 140 DEGREES F.
MARKMAXIMUM
CIRCUIT LENGTH PHASE HERTZ AMPS
ELECTRICAL DATA
HEAT TRACING PANEL SCHEDULE
VOLTS
HTP-1 470' 277 1 60 40
HTP-2 400' 277 1 60 40
SYSTEMCONNECTION
EXPANSION TANK SCHEDULE
ET-1 30 AMTROL AX-60V
MARK VOLUME(GALLONS)
DIMENSIONS (INCHES)
DIAMETER HEIGHTREMARKS
16 45 DHW
TA
S
E OF TEXAS
P
RE
ENI
GNELANOISS
FO
R
EL IC E N S E D
T
SCOTT PANTERMUEHL
101216
Tx. Registration # F-2113
1
ISSUE:
CHECKED:
SCALE:
SHEET TITLE:
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
© 2016 Stantec
Stantec Project:
ISSUED FOR BIDDING
11/18/2016
11/18/2016 ISSUED FOR BIDDING
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
C:\
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016 7
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SP
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PLUMBING SCHEDULES
P.002
PKL
214000169
CULINARY ARTS CENTER
HOUSTON, TEXAS
EEEEEEEEEEE
NNNNNNNNNIIIIIIGGGGGGGGGNNNNNNNNNNNNNNNEEEEEEEEEEELAAAANNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOOOIIIIIIISSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
FO
R
ELLL IIIIIIIIICCCCCCCCCCCC EE NNNNNNNNNNNNNNNN SSSS E D
11/18/16
HFA
2 2
6 6
3 3
1 1
X F.7
8 8
F.4
7 7
B.7 E.7
D.7C.9
4
5
76
3
6" GW 6" SAN
8
9I.E.= -4' 3"
1
2
3" G
10
11
X
P.4022
12
1" G (1,090 CFH 5 PSI WITH 0.5 PSI DROP, 400')
12
(16,000 CFH, 5 PSI WITH0.5 PSI DROP, 400')
1212
129
3" G
I.E.= -4' 3"
I.E.= -3' 11"
I.E.= -4' 2"
13
9
N
0'
TA
S
E OF TEXAS
P
RE
ENI
GNELANOISS
FO
R
EL IC E N S E D
T
SCOTT PANTERMUEHL
101216
Tx. Registration # F-2113
1
ISSUE:
CHECKED:
SCALE:
SHEET TITLE:
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
1/16" = 1'-0"
16' 32'
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
© 2016 Stantec
Stantec Project:
ISSUED FOR BIDDING
11/18/2016
11/18/2016 ISSUED FOR BIDDING
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
C:\
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1/16" = 1'-0"
SP
HCC
PLUMBING SITE PLAN
P.010
PKL
214000169
CULINARY ARTS CENTER
HOUSTON, TEXAS
1/16" = 1'-0"1PLUMBING SITE PLAN
KEYED NOTES - P0101 NATURAL GAS ENTRY, BY CENTERPOINT.
2 GAS METER, BY CENTERPOINT.
3 6" SANITARY. REFER TO CIVIL DRAWINGS FORCONTINUATION.
4 6" FIRE WATER ENTRY. REFER TO CIVILDRAWINGS FOR CONTINUATION.
5 4" DOMESTIC COLD WATER ENTRY. REFER TOCIVIL DRAWINGS FOR CONTINUATION.
6 SAMPLING WELL. RE: 11/P.900
7 GREASE INTERCEPTOR. RE: 11/P.900
8 1" G TO EMERGENCY GENERATOR. RE: 2/P.402
9 SLEEVE PERIMETER BEAM. REFER TOSTRUCTURAL DRAWINGS.
10 OIL/WATER SEPARATOR. RE: 6/P.901
11 2-WAY CLEANOUT AT GRADE.
12 REFER TO P.100 FOR PIPING CONTINUATION.
13 SAMPLING WELL. RE: 6/P.901
GENERAL NOTESALL INVERTED ELEVATIONS AREBASED OFF OF THE FINISHFLOOR SLAB OF THE FIRSTFLOOR = 0'-0".
A.
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11/18/16
Project Name: HCC Culinary Arts Center Date: February 13, 2017 Architectural Addendum No. Four (04) Page 1 of 2
ARCHITECTURAL ADDENDUM #04 Addendum Number Four (04) PLANS AND SPECIFICATIONS FOR Houston Community College – Culinary Arts Center STANTEC Project No. 2140 00 169 Stantec 20 East Greenway Plaza Suite 200 Houston, Texas 77046 February 13, 2017 NOTE: If you have questions about this Addendum, please contact Geoffrey Wheeler. This Addendum is generally seperated into sections for convenience; however, all contractors, subcontractors, material suppliers and other involved parties shall be responsible for reading the entire Addendum. Failure to list an item(s) in all affected sections of this Addendum does not relieve any party affected from performing per instructions, provided the information is set forth one time anywhere in the Addendum. This document shall become attached to and part of the Construction Documents for the aforementioned project. GENERAL
1. See also responses to proposer RFI in the QUESTIONS AND ANSWERS NO. 2 issued by HCC in conjunction with this addendum.
SPECIFICATIONS
04 20 00 1. Section 2.1, A: Acme Brick of equivalent size, color and specification is an
acceptable substitution for the Face Brick scheduled on Architectural drawings. Product must be source within 500 miles of the project site and qualify for LEED credits MR4 and MR5.
08 41 13
2. Arcadia’s AG451 is an approved equal substitution for Aluminum-Framed Storefronts Manufacturers equivalent to the Basis-of Design.
08 87 23 - IMPACT RESISTANT GLAZING FILM 3. Specification Section is added in its entirety.
08 91 00
4. Section 2.3 COMPONENTS, Item A: Wall Louvers is revised as Drainable Style.
10 14 00 5. Section 1.4 QUALITY ASSURANCE, Installer Owner Design Standards has
been revised to read:
Project Name: HCC Culinary Arts Center Date: February 13, 2017 Architectural Addendum No. Four (04) Page 2 of 2
a. Obtain a copy of the 2011 Signage and Graphics Standards, and follow all Owner graphic design standards listed therein for materials, fonts, logos, and other design criteria.
11 24 29
6. Section 2.1: Peak Fall Protection is an approved equal substitution for fall protection anchor systems.
DRAWINGS
Sheet AS.001 1. List of alternates has been added to this sheet
Sheet AS.002
2. Added drawing titles for drawings relative to Alternate 1 (originally removed for Permitting)
Sheet A.131 3. Added louvered trellis on plan, alternate 1
Sheet A.601
4. Added notes clarifying Alternate 2
Sheet A.801 5. Revised brick selection and updated CMU selection info
Sheet A.831
6. Added sizes for student lockers
NUMBER OF ATTACHMENTS: Specifications – 8.5” x 11” – 3 pages Drawings – 42” x 30” – 6 sheets END OF ADDENDUM NUMBER FOUR (04)
Culinary Arts Center February 13, 2017 Houston Community College Central Project No. 214000 169
STANTEC IMPACT-RESISTANT GLAZING FILM 08 87 23 - 1
SECTION 08 87 23 – IMPACT-RESISTANT GLAZING FILM
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes installation of impact-resistant glazing film for certain exterior and interior glazing panels as indicated in the drawings.
B. Related Sections: 1. Section 08 80 00 - Glazing. 2. Section 08 41 13 - Aluminum-Framed Entrances and Storefronts. 3. Section 08 44 13 – Glazed Aluminum Curtain Walls
1.2 REFERENCES
A. American Society of Civil Engineers 1. ASCE-7 “Minimum Design Loads for Buildings and Other Structures":
Section 6.0 "Wind Loads."
B. General Services Administration 1. GSA “Standard Testing Method for Windows and and Glazing systems Subject
to Dynamic Overpressure Loadings”.
C. ASTM International: 1. ASTM F-1642-04 “Standard Test Method for Glazing and Glazing systems
Subjected to Airblast Loadings.”
1.3 PERFORMANCE REQUIREMENTS
A. Glass Thickness: The Project glass pane thickness for glazing film application is 1/4” unless indicated otherwise. Exterior glazing panels are comprised of (2) 1/4” thick tempered panes separated by 1/2” gasketed seals for an overall insulated glazing unit thickness of 1”.
B. Provide impact-resistant glazing film for single-pane and dual-pane insulated glass units as required to meet or exceed the following criteria:
1. Wind Loads for Exterior Glazing: a. As may be indicated, but not less than wind loads required by ASCE 7. b. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set
vertically or not more than 15 degrees off vertical and under wind action 1) Load Duration: 3 seconds.
c. Maximum Lateral Deflection: For exterior glass supported on all 4 edges, provide thickness required that limits center deflection at design wind pressure to 1/50 times the short side length or 1 inch, whichever is less.
1.4 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: 1. Glazing Films: Provide structural, physical, and thermal and solar optical
performance characteristics, size limitations, special handling or installation requirements.
Culinary Arts Center February 13, 2017 Houston Community College Central Project No. 214000 169
STANTEC IMPACT-RESISTANT GLAZING FILM 08 87 23 - 2
2. Perimeter Sealants, Compounds and Accessories: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors where exposed.
C. Samples: 1. Glass Panels: Submit two samples 12x12 inch in size, for each type of glazing
film required, and each type of glass to receive glazing film, including spandrel and wire glass.
2. Perimeter Sealant: Submit 12 inch long bead of proposed perimeter sealant.
D. Film Manufacturer's Certificate: Certify specified glass products including sealed insulating units, spandrel glass, tinted glass, low-E coated glass, and any fire-rated glass are appropriate products to receive glazing film and will not negatively affect glazing panel performance.
1.5 QUALIFICATIONS
A. Installer: Company specializing in performing Work of this section with minimum three years’ experience.
1.6 PRE-INSTALLATION MEETING
A. Section 01 30 00 - Administrative Requirements: Pre-installation meeting.
B. Convene minimum one week before starting Work of this section.
1.7 ENVIRONMENTAL REQUIREMENTS
A. Section 01 60 00 - Product Requirements.
B. Do not install glazing films or liquid glazing sealants when ambient and substrate temperature conditions are outside limits permitted by glazing sealant manufacturer or below 40 deg F.
1.8 WARRANTY
A. Section 01 70 00 - Execution and Closeout Requirements: Product warranties and product bonds.
B. Furnish ten-year warranty to include coverage for glazing films from delamination, color change, optical transparency change, failure to provide impact protection within limitations as specified herein.
PART 2 - PRODUCTS
2.1 SYSTEM MANUFACTURERS
A. Madico SafetyShield, Inc., St. Petersburg, FL, 526-277-8775, www.safetyshield.com
B. 3M Ultra S800 as equal substitution. www.3M.com/windowfilm
C. Substitutions: Section 01 60 00 - Product Requirements.
2.2 MATERIALS
A. Glazing Film: High strength Mylar polyester, optically clear and without waviness or other distortion. Colorless or tinted as selected.
1. Film: Minimum thickness 8 mils, 2. Color: Clear
Culinary Arts Center February 13, 2017 Houston Community College Central Project No. 214000 169
STANTEC IMPACT-RESISTANT GLAZING FILM 08 87 23 - 3
B. Bonding Agent: Optically clear and colorless water-based water-thin aqueous mixture used for filling microscopic pores and valleys of the glass while providing enhanced bonding of film and adding measurable strength to the glass panel.
1. Type: Manufacturer’s Recommendation
C. Applied system shall be odor-free and non-toxic after 72-hour cure time. 1. Flame Spread: 0. 2. Smoke Developed: 0.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify surfaces of glazing panels are clean, free of haze or visual distortion, dry, and ready to receive glazing.
3.2 PREPARATION
A. Remove any glazing labels or protective tape or other markings on film application side of glazing panel. Replace any removed safety labels or tape on non-application side of glass.
B. Clean contact surfaces with mild water-based solution, rinse thoroughly with clear potable water, and wipe dry.
C. Ensure surfaces of glazing panels are clean, free of haze or visual distortion, dry, and ready to receive glazing film.
3.3 INSTALLATION
A. Uniformly spray apply bonding agent to interior face of exterior glazing and to secure side of interior glazing.
B. Apply film and use rubber-edged glazing squeegee to remove all excess liquid, air bubbles, wrinkles and other distortions.
C. Trim film edges at intersection of glazing gasket/stop and glass panel, and squeegee edges along glazing gasket.
D. Clean overspray of bonding agent and allow system to cure a minimum of 72 hours.
E. Once system is fully cured, apply small bead of clear silicone sealant around perimeter of trimmed film at glazing gasket/stop.
3.4 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Provide final cleaning and polishing of applied film.
C. Do not remove any safety labels or tape from non-application side until removal is approved by General Contractor.
D. Clean adjacent surfaces.
END OF SECTION
FEC
FEC FEC
FE
FE
FE
FE
WINDBERN AVE. (50' R.O.W.)NOT IN CONTRACT
AUST
IN S
T. (P
EDES
TRIA
N)
ALABAMA AVE (71' R.O.W.)
LA B
RAN
CH
ST.
(80'
R.O
.W.)
EXISTING GARAGE
EXIS
TIN
G J
BW B
UIL
DIN
G
CP EASEMENT
CP
EASE
MEN
T
PROPERTY LINE
10' BUILDING SETBACK LINE
10' B
UIL
DIN
GSE
TBAC
K LI
NE
PRO
PER
TY L
INE
PARKING LOT
CULINARY ARTS CENTER32,121 S.F.
15 PARKING SPACES
SERVICE
1
2
6
5
3
6' - 0"
G7AS.002
8
E4AS.002
NO
T IN
CO
NTR
ACT
R 20' - 0" R 20' - 0"
HERB GARDEN ;RE: LANDSCAPE
50' UTILITYEASEMENT
14
15
16 16
16 16
A6AS.002
A8AS.00213
' - 3
" 9
9
99
9
C3AS.003
80' UTILITYEASEMENT
15' x 25' WATEREASEMENT METER
R 4' - 0"
32' -
9 1
/2"
R 5' - 0"R 5' - 0"
17
R 5' - 0" R 5' - 0"
30' - 0"
18
12
14' - 0"
1' -
8"
13
13
A3AS.003
A1AS.003
30' - 0" 46' - 4 1/2"
TYP.19' - 0" 28' - 0"
TYP.19' - 0"
TYP.
9' -
0"
5
26' -
3" 107' - 2"
(RESIDENTIAL)
(CO
MM
ERC
IAL)
50' -
11
3/8"
72' -
2"
+/- 9
'-10"
17
+/- 16'-0"
TYP.2' - 6"
7
8' - 0"
16' - 11 3/4"
OVERHANG
OVER-HANG
1' -
0"O
VER
-H
ANG
?
TYP.2' - 6"
TYP.
9' -
0"
7
7
7
9
212'
- 11
3/8
"
271' - 0"
SITE PLAN GENERAL NOTES
1. REFER TO CIVIL AND LANDSCAPE DOCUMENTS FOR ADDITIONAL INFORMATION
2. PROVIDE 1/2" EXPANSION JOINTS WITH NON-EXTRUDING COMPRESSIBLE FILLER AND TRAFFIC GRADE NON-TRACKING SEALANT WHERE PAVEMENT MEETS WITH BLDG. STRUCTURES, TYP.
3. ALL CURB RADII SHALL BE 5'-0" TO FACE OF WALK, TYP., U.O.N. - REFER TO CIVIL DRAWINGS
4. ALL SIDEWALK RADII SHALL BE 5'-0" TO FACE OF WALK, TYP., UNLESS OTHERWISE NOTED (U.O.N.).
5. SIDEWALKS ARE 5'-0" WIDE, TYP., U.O.N. AT ALL STREETS, REF - CITY OF HOUSTON STANDARDS. FORDISTANCES FROM CURB TO SIDEWALK ALL OTHER SIDEWALKS SHALL BE AS SHOWN.
6. ALIGN AND/OR CENTER SIDEWALKS ON BLDG OPENING, TYP., U.O.N.
7. REPAIR OR REPLACE ALL EXISTING SIDEWALKS AND PAVING TO REMAIN THAT HAS BEEN DAMAGED DUE TOWORK UNDER THIS CONTRACT.
8. PROTECT ALL EXISTING PLANTING TO REMAIN FROM DAMAGE DUE TO WORK UNDER THIS CONTRACT.
9. ALL AREAS OF CONSTRUCTION SHALL BE FENCED AND SECURED THROUGHOUT THE PROJECT DURINGCONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE EXTENT OF FENCING REQUIRED DUE TO STAGINGAREAS, JOB SITE TRAILER LOCATIONS, ETC., VERIFY WITH ARCHITECT.
10. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY & STATE STANDARD DETAILS.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS BEFORE WORKING WITHINTHE PUBLIC RIGHT-OF-WAY.
11. ALL PIPE SLEEVES FOR LANDSCAPE IRRIGATION & ELECTRICAL CONDUIT SHALL BE SCHEDULED 40 PVC,U.O.N., AND SET IN PLACE 16" MIN BELOW PAVEMENT. SLEEVE SHALL BE SET AFTER SUB GRADE HAS BEENCOMPLETED. ALL SLEEVES UNDER PAVING SHALL BE MARKED PERMANENTLY WITH A 1/4" X 1" LONG BRASSPHILLIPS HEAD SCREW PLACED IN THE TOP OF THE CURB AT EACH SIDE OF THE PAVING AT THE EXACTLOCATION OF THE SLEEVES.
12. ALL SIDEWALKS SHALL HAVE 5'-0" X 5'-0" SAWCUTS (U.O.N.) CONTRACTOR TO SUBMIT DRAWINGSINDICATING LOCATION OF SAWCUT LINES FOR ARCHITECT APPROVAL.
13. REPAIR OR REPLACE ALL EXISTING ITEMS TO REMAIN, TO BE SALVAGED AND/OR RELOCATED THAT HASBEEN DAMAGED DUE TO WORK UNDER THIS CONTRACT.
SITE PARKING INFORMATION
CODE:CITY OF HOUSTON MUNICIPAL PARKING CODE
DESIGNATION: PER SECTION 26-492CLASS 5 - RELIGIOUS & EDUCATIONAL
SECTION:D - COLLEGE, UNIVERSITY, OR TRADE SCHOOL
REQUIREMENTS1.0 PARKING SPACE PER EVERY 3 EMPLOYEES1.0 PARKING SPACE FOR EVERY 5 STUDENTS
NOT RESIDING ON CAMPUS
OCCUPANT LOADS:EMPLOYEE SPACES
1500 500STUDENT SPACES
16000 320
TOTAL SPACES REQUIRED: 820
TAS SECTION 208 REQUIREMENTS501 to 1000 = 10 ACCESSIBLE SPACESVAN REQ = 1 PER 6 ACCESSIBLE SPACES
SPACES PROVIDED:NEW STANDARD SPACES 9'x19' 13VAN ACCESSIBLE SPACES 2TOTAL 15
**HCC CENTRAL CURRENTLY HAS 2,098 PARKINGSPACES ON CAMPUS,THE CLOSEST ALTERNATIVEPARKING SPACE IS A GARAGE (220' AWAY) AND THENEXT CLOSEST IS A SURFACE LOT APPROXIMATELY300' AWAY
SITE PLAN KEYNOTES
EXISTING 9' X 8' PAD MOUNTED TRANSFORMER
EXISTING 8' X 7' PAD MOUNTED TRANSFORMER
FDC CONNECTION
NOT USED
MASONRY SCREEN WALL, 10'-0' HIGH
DUMPSTER ENCLOSURE, W/ 10'-0"HIGH GALV. MTL GATES
EXISTING POWER POLE TO REMAIN
MASONRY SCREEN WALL , 8'-0" W/ 8'-0"GALV. MTL GATES
PEDESTRIAN LIGHT POLES - O.F.C.I.
RAISED PLANTERS, RE: LANDSCAPE
PARKING SIGNAGE
COLD STORAGE REFIGERATION SYSTEMRE: FOODSERVICE PLANS
ENTRANCE GRATE RE: A5/AS.003
REMOVE EXISTING BOLLARDS. COORDINATE& RETURN TO OWNER.
CONCRETE WHEEL STOP, TYP.
DOWNSPOUT
SITE LIGHTING, RE: MEP
GREEN SCREEN RE: LANDSCAPE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
TREE LEGEND
EXISTING TREES
PROPOSED TREES
N
S
EW12%
10%6%
4%2%
N
S
EW
10
20
30
40
50
60
70
80
30330
300
240
210 150
120
60
JUNE 21JUNE 21
DEC 21 DEC 21
PROPOSED BUILDING
BUILDING CONTEXT
EXISTINGPARKING GARAGE
(540 SPACES)EXISTING
PARKING LOT(304 SPACES)
NEWPARKING LOT(32 SPACES)
LEGAL DESCRIPTION
DESCRIPTION:
HOUSTON COMMUNITY COLLEGE CENTRAL CAMPUSRESTRICTED RESERVE A
ALTERNATES
ALTERNATE 1 - PREFINISHED ALUMINUM TRELLISAT SOUTHWEST CORNER OF BUILDING, SEEAS.002
ALTERNATE 2 - BEAM AND BAFFLE CEILINGSYSTEM AT MULTI-PURPOSE SPACE, SEE A.601
1
ISSUE:
CHECKED:
SCALE:
Project #:
SHEET TITLE:
Issue for Bidding
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
ISSUE FOR BIDDING
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As indicated
Geoffrey L Wheeler
Houston CommunityCollege
CULINARY ARTS CENTERHOUSTON, TEXAS
ARCHITECTURAL SITEPLAN
AS.001214000169
11/18/2016
BH, NMW
11/18/2016
1" = 20'-0"A1OVERALL SITE PLAN
N
1" = 1'-0"G4WIND ROSE
1" = 1'-0"G1SUN PATH DIAGRAM
3 02/13/2017 Addendum 4
ADD 3
4
FIRST LEVEL100' - 0"
8' -
0"
E9AS.002
D9AS.002
BURNISHED BLOCK ATSERVICE YARD, SEALEDCMU ELSEWHERE
9
10' -
0"
1' - 8" E9AS.002
D9AS.002
BURNISHED BLOCK ATSERVICE YARD, SEALEDCMU ELSEWHERE
FIRST LEVEL100' - 0"
WALL TYPE 'X3'
EMBEDDEDFLASHING
WEEP, 24" OC
COMPRESSIBLEJOINT FILLER
PAVEMENT,RE: CIVIL
GROUT SOLID
BURNISHED BLOCK ATSERVICE YARD ONLY,SEALED CMUELSEWHERE
REF TO STRUCTUREFOR FOUNDATION
WALL TYPE 'X3'
CAST STONECOPING
STAINLESS STEELANCHOR
STAINLESS STEELFLASHING BELOWCOPING, SEAL ANCHORPENETRATION
BOND BEAM
KERF AT BOTH SIDES
1' - 2 1/2"
3"
2 1/
4"
BURNISHED BLOCK ATSERVICE YARD ONLY,SEALED CMUELSEWHERE
CONT. 3/8" VERTICALEXPANSION JOINTWITH SEALANT OVERBACKER ROD
COMPRESSIBLEFILLER
FACE MASONRY,REFER TO WALL TYPE
HORIZ MASONRY REINF AT16" O.C., STOP SHORT OFJOINT AT BOTH SIDES
ELASTOMETRICFLASHING SET INCOMPATIBLE ADHESIVE(6" MIN EA SIDE OF MEJ)
CMU WALL PER WALL TYPE
REF STRUCT FORREINFORCEMENT
CONTROL JOINT GASKETSEALANT OVERBACKER ROD
8" MAX
2' -
4"18
' - 2
"1'
- 4"
18' -
2"
2' -
0"
6" TUBE STEELPOST FILLED W/CONCRETE
DUMPSTER SCREENGATES, 10' TALLREF. DTL. A1/AS.002
GATE STOPREF. C5/AS.003
GATE STOPREF. C5/AS.003
BOLLARD, TYP.REF. G8/AS.003
1' - 1" 13' - 7"
14' - 8"
42' -
0"
BOLLARDS, TYP.REF. G8/AS.003
WALL TYPE 'X3'
DUMPSTER (NIC)
AS.002 A1
Sim
G7AS.002
5' -
0"5'
- 0"
2' -
8"5'
- 0"
5' -
0"2'
- 8"
5' -
0"4'
- 0"
1' - 10"
C4AS.002
REFER TOSTRUCTURALDRAWINGS, DETAIL14/S302, FORFOUNDATIONINFORMATION ATDUMPSTER
REFER TO STRUCTURAL DRAWINGS,DETAIL 15/S302, FOR FOUNDATIONINFORMATION AT CANTILEVERED WALL
E7AS.002
2' -
0"19
' - 4
"2'
- 0"
23' -
4"
20' - 8"
GATE STOPREF. C5/AS.003
WALL TYPE 'X3'
AS.002C1
Sim
MECH. YARDSCREEN GATES,8' TALLREF. DTL. A1/AS.002
FOR EQUIPMENTRE: MEP
REFER TO STRUCTURALDRAWINGS, DETAIL 15/S302 FORFOUNDATION INFORMATION ATMECHANICAL YARD
6" x 6" GALVANIZEDSTEEL TUBE
16 GA GALV STLSHEET FASTENED TOFRAME FOR SCREENPURPOSES
BRICK VENEER
GATE HINGES, TYP.FABRICATOR TOPROVIDE HINGESAS REQUIRED TOSUPPORT GATES
12" DIA HOLE FILLEDW/ 3000 PSI CONC
4" X 2" GALVANIZEDSTEEL TUBE FRAME,TYP.
2' X 2" GALVANIZEDSTEEL TUBE FRAME,TYP.
GATE STOPREF. C5/AS.003
18' - 2" 1' - 4" 18' - 2"
2' - 0" 37' - 8" 2' - 0"
6" x 6" GALVANIZEDSTEEL TUBE
16 GA GALV STLSHEET FASTENED TOFRAME FOR SCREENPURPOSES
BRICK VENEER
GATE HINGES, TYP.FABRICATOR TOPROVIDE HINGES ASREQUIRED TOSUPPORT GATES
12" DIA HOLE FILLEDW/ 3000 PSI CONC
4" X 2" GALVANIZEDSTEEL TUBE FRAME,TYP.
2' X 2" GALVANIZEDSTEEL TUBE FRAME,TYP.
GATE STOPREF. C5/AS.003
2' - 0" 19' - 4" 2' - 0"
PRE-MANUFACTUREDALUM CANOPY SUPPORTW/ TRELLIS INFILL
COLUMN BY CANOPY MANUF
CONCRETE FOOTING, BYCANOPY MANUF
TRAFFIC SEALANT ATPAVING JOINT
VARIES
PAVING - REF CIVIL DWGS
8"
FIRST FLOOR100'-0"
10"
12' -
0"
4"
UNDERSIDE OF BUILDINGSOFFIT
ALIGN
1' - 0"
FACE OF BUILDING
9
A
45' - 8 5/8"
75' - 4"
16' -
9 1
/4"
3' - 11 1/2"
EQ
EQ
61' - 7"
EQ
EQ
EQ
E1
AS.002
E1
AS.002
FACE OFBUILDING
METAL WALKWAYCOVER W/ TRELLISINFILL
1/2"
1"
6"
6" TUBE STEELPOST FILLED W/CONCRETE
BOLLARDS, TYP.REF. G8/AS.003
GATE DOOR & HINGESRE: A1/AS.002
WALL TYPE 'X3'
1
ISSUE:
CHECKED:
SCALE:
Project #:
SHEET TITLE:
Issue for Bidding
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
ISSUE FOR BIDDING
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
169_
Arc
h14_
gwhe
eler
.rvt
2/10
/201
7 12
:58:
30 P
M
As indicated
Geoffrey L Wheeler
Houston CommunityCollege
CULINARY ARTS CENTERHOUSTON, TEXAS
SITE DETAILS
AS.002214000169
11/18/2016
NMW
11/18/2016
3/8" = 1'-0"E7WALL SECTION
3/8" = 1'-0"G7WALL SECTION
1 1/2" = 1'-0"D9SECTION DETAIL
1 1/2" = 1'-0"E9SECTION DETAIL
1 1/2" = 1'-0"G9CMU CONTROL JOINT
1/4" = 1'-0"A6DUMPSTER PLAN
1/4" = 1'-0"A8MECHANICAL YARD
3/8" = 1'-0"A1DUMPSTER GATE ELEVATION
3/8" = 1'-0"C1MECHANICAL YARD GATE ELEVATION
1/2" = 1'-0"E1TRELLIS SECTION - ALTERNATE #1
1/8" = 1'-0"E4ENLARGED TRELLIS PLAN - ALTERNATE #1
1 1/2" = 1'-0"C4DUMPSTER GATE CORNER POST DETAIL
3 02/13/2017 Addendum 4
ADD 3
4
LEGEND
DIRECTION OF ROOF SLOPE
MECHANICALLY FASTENED SINGLE PLY -FLEECE BACK ELVALOY KEE ROOFING SYTEMCLASS C. SCREW FASTEN THROUGH RIGIDBOARD INSULATION INTO ROOF DECK -MINIMUM R-VALUE OF R-30, TYP. (MIN. 1/4"PER FOOT SLOPE IN DIRECTION OF ARROW)
MECHANICALLY FASTENED SINGLE PLY -FLEECE BACK ELVALOY KEE ROOFING SYTEMCLASS C.TAPERED RIGID INSULATION BOARDCRICKETS - CRICKETS SHALL HAVE A TAPEROF 1/2" PER LINEAL FOOT TO COUNTER THE1/4" ROOF SLOPE.
1 REFER TO DRAWING A.311 FOR TYPICAL ROOF PENETRATION DETAILS.
2 ALL DIMENSIONS ARE FROM COLUMN / REFERENCE LINE TO CENTERLINE OF ROOF OPENING, UNLESS NOTED OTHERWISE. ROOF OPENING SIZES INDICATED ARE BASED ON A SPECIFIC MANUFACTURER'S EQUIPMENT, COORDINATE WITH MECHANICAL, PLUMBING AND / OR ELECTRICAL TRADE CONTRACTOR TO OBTAIN PURCHASED EQUIPMENT'S OPENING REQUIREMENTS.
3 REFER TO MEP DRAWINGS FOR ROOF TOP EQUIPMENT NOT SHOWN. MEP EQUIPMENT DEPICTED ON THIS DRAWING IS FOR GENERAL ARCHITECTURAL INFORMATION ONLY. REFER TO MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION. REFER TO STRUCTURAL DOCUMENTS FOR EQUIPMENT SUPPORTS. REFER TO DRAWING A.311, MEP DRAWINGS AND STRUCTURAL DRAWINGS FOR CURB DETAILS.
4 PROVIDE WALKWAY PAD AT PIPE SUPPORT LOCATIONS. REFER TO MEP DRAWINGS FOR PIPE SUPPORT LOCATIONS AND TYPE. PAD SHALL BE MINIMUM 2" WIDER THAN SUPPORT IN ALL DIRECTIONS.
5 PROVIDE CONTINUOUS 36" WIDE WALKWAY PAD AT SERVICE SIDE OF ALL MECHANICAL EQUIPMENT WITH 2" SEPARATIONS BETWEEN PADS. REFER TO MEP DRAWINGS FOR NUMBER AND LOCATION OF ROOF TOP MECHANICAL EQUIPMENT. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AROUND ROOF HATCHES WITH 2" SEPARATIONS BETWEEN PADS. PROVIDE 72" X 72" WALKWAY PADS AT TOP AND BOTTOM OF ACCESS LADDERS.
6 VENT STACKS AND OTHER PIPES REQUIRE A MINIMUM 12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING.
B D E G
4
5
9
A1A.211
A1A.211
E1A.211
E1A.211
C1A.211
C1A.211
C HFA
2
6
3
1
G1A.211
G1A.211
A7A.301
A9A.301
A5A.301
4,336 SFPer COH Amendments to UPC (table 11-1):6" dia. drain and downspout are required to serve this area (< 5100 SF)
28.27 SQ.IN. X 3 = 84.82 SQ.IN. REQ'D SCUPPER SIZE152 SQ.IN. SCUPPER PROVIDED (19"W X 8"H)84.82 SQ.IN. REQ'D OVERFLOW SCUPPER SIZE152 SQ.IN. OVERFLOW SCUPPER PROVIDED (19"W X 8"H)
4336 SF < 5100 SF = 6" DIA. DOWNSPOUT REQ'D6" X 6" DOWNSPOUT PROVIDED
BOTTOM OF OVERFLOW SCUPPER IS 2" ABOVE THE BOTTOM OF THE PRIMARY ROOF DRAIN
4,085 SFPer COH Amendments to UPC (table 11-1):6" dia. drain and downspout are required to serve this area (< 5100 SF)
28.27 SQ.IN. X 3 = 84.82 SQ.IN. REQ'D SCUPPER SIZE152 SQ.IN. SCUPPER PROVIDED (19"W X 8"H)84.82 SQ.IN. REQ'D OVERFLOW SCUPPER SIZE152 SQ.IN. OVERFLOW SCUPPER PROVIDED (19"W X 8"H)
4085 SF < 5100 SF = 6" DIA. DOWNSPOUT REQ'D6" X 6" DOWNSPOUT PROVIDED
BOTTOM OF OVERFLOW SCUPPER IS 2" ABOVE THE BOTTOM OF THE PRIMARY ROOF DRAIN
11
2
2
3
5
5
A8A.302
X F.7
A3A.302
A5A.302
A6A.302
B3A.301
A9A.302
A2A.302
8
F.4
7
B.7
TYP
5 TYP
5
E.7D.7C.9
4
4
TYP
A1A.301
66
6 6
7' - 8"1' - 0"
6' - 11" 6' - 6"
4,336 SFPer COH Amendments to UPC (table 11-1):6" dia. drain and downspout are required to serve this area (< 5100 SF)
28.27 SQ.IN. X 3 = 84.82 SQ.IN. REQ'D SCUPPER SIZE152 SQ.IN. SCUPPER PROVIDED (19"W X 8"H)84.82 SQ.IN. REQ'D OVERFLOW SCUPPER SIZE152 SQ.IN. OVERFLOW SCUPPER PROVIDED (19"W X 8"H)
4336 SF < 5100 SF = 6" DIA. DOWNSPOUT REQ'D6" X 6" DOWNSPOUT PROVIDED
BOTTOM OF OVERFLOW SCUPPER IS 2" ABOVE THE BOTTOM OF THE PRIMARYROOF DRAIN
4,085 SFPer COH Amendments to UPC (table 11-1):6" dia. drain and downspout are required to serve this area (< 5100 SF)
28.27 SQ.IN. X 3 = 84.82 SQ.IN. REQ'D SCUPPER SIZE152 SQ.IN. SCUPPER PROVIDED (19"W X 8"H)84.82 SQ.IN. REQ'D OVERFLOW SCUPPER SIZE152 SQ.IN. OVERFLOW SCUPPER PROVIDED (19"W X 8"H)
4085 SF < 5100 SF = 6" DIA. DOWNSPOUT REQ'D6" X 6" DOWNSPOUT PROVIDED
BOTTOM OF OVERFLOW SCUPPER IS 2" ABOVE THE BOTTOM OF THE PRIMARY ROOF DRAIN
TYP NOTES AT ROOF EDGE/SCUPPER LOCATIONS
EXTERNAL RD(SCUPPER,COLLECTORBOX ANDDOWNSPOUT).REF PLAN FORLOCATIONS.
1/2" PER FTTAPER INSUL
1/4" PER FT
PARAPETWALL -REFERWALLSECTIONSFORDETAILSANDHEIGHTS
DIRECTIONOF STRUCTROOF SLOPE
MEMBRANEROOFING
30.00°
RD
ORD
ORD
ROOF PLAN KEYNOTESPRE-FINISHED CLEAR ANODIZED ALUMINUM CANOPY- OPEN DRAINON RIGHT SIDE AS INDICATED, TYP.
PRE-FINISHED CLEAR ANODIZED ALUMINUM CANOPY WITHTRELLIS TUBES, ALTERNATE 1
ROOF HATCH, PROVIDE DOOR POSITION SWITH PER SECURITYDWGS.
PROVIDE EQUIPMENT CURBS WITH INSULATED COVERS AT FUTUREFAN LOCATIONS. RE: MEP DWGS
EXHAUST VENT, RE: MEP
FALL RESTRAINT TIE OFF LOCATION, WELDED TO BEAM BELOW
1
2
3
4
5
6
1
ISSUE:
CHECKED:
SCALE:
Project #:
SHEET TITLE:
Issue for Bidding
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
ISSUE FOR BIDDING
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
169_
Arc
h14_
gwhe
eler
.rvt
2/13
/201
7 9:
55:3
1 A
M
As indicated
Geoffrey L Wheeler
Houston CommunityCollege
CULINARY ARTS CENTERHOUSTON, TEXAS
ROOF PLAN
A.131214000169
11/18/2016
NM
11/18/2016
1/8" = 1'-0"A1ROOF LEVEL PLAN
N
1 11/18/2016 Addendum 13 02/13/2017 Addendum 4
ADD 3
4
1 REFER TO FLOOR PLANS & INTERIOR ELEVATIONS FOR WALL MOUNTED FIXTURES & DEVICES, ETC.
2 REFER TO MECHANICAL, ELECTRICAL & TECHNOLOGY DRAWINGS FOR QUANTITY & TYPE OF CEILING MOUNTED FIXTURES & DEVICES, ETC.
3 ALL CEILING MOUNTED FIXTURES, DEVICES, ETC ARE TO BE CENTERED WITHIN THE CEILING TILE UNLESS NOTED OTHERWISE.
4 THE TYPICAL HEIGHT FOR SUSPENDED CEILINGS SHALL BE 10' - 0" AFF UNLESS NOTED OTHERWISE. REFER TO ROOM FINISH SCHEDULE FOR CEILING HEIGHTS.
5 THE TYPICAL HEIGHT FOR GYPSUM BOARD CEILINGS SHALL BE 10' - 0" AFF UNLESS NOTED OTHERWISE.
6 THE TYPICAL HEIGHT FOR GYPSUM BOARD BULKHEADS SHALL BE 9' - 6" AFF UNLESS NOTED OTHERWISE.
7 THE TYPICAL HEIGHT FOR GYPSUM BOARD SOFFITS SHALL BE 12' - 0" AFF, UNLESS NOTED OTHERWISE. NOTE: GYPSUM BOARD PERIMETER SOFFIT HEIGHT IS GENERAL IN NATURE, THOSE ABUTTING GLAZING SYSTEMS ARE TO ALIGN WITH THE TOP OR BOTTOM OF MULLION AS INDICATED IN SECTION DETAILS.
8 UNDESIGNATED PAINTED GYPSUM BOARD SOFFITS & CEILINGS UNLESS NOTED OTHERWISE TO BE PAINTED 'PT-1'.
9 EXACT LOCATIONS FOR PROJECTOR MOUNTS & CEILING MOUNTED PROJECTION SCREENS ARE TO BE FIELD VERIFIED TO ACHIEVE THE OPTIMUM PERFORMANCE. COORDINATE WITH TECHNOLOGY TRADE CONTRACTOR.
10 FIELD VERIFY ALL BULKHEAD DIMENSIONS PRIOR TO CONSTRUCTION.
11 PROVIDE CONTROL JOINTS AT 30' - 0" OC MAXIMUM AT ALL GYPSUM BOARD BULKHEADS
12 ALL ACP-1 CLOUDS / PANEL TERMINATIONS TO RECIEVE 4" AXIOM PERIMETER.
13 REFER TO ELECTRICAL SHEET E.001 FOR LUMINAIRE SCHEDULE AND ELECTRICAL LIGHTING PLAN SHEETS FOR LIGHTING FIXTURE TYPES & LOCATIONS.
GENERAL CEILING NOTES
B D E G
4
5
9
A1A.211
A1A.211
E1A.211
E1A.211
Mother'sA111
C1A.211
C1A.211
C HFA
2
6
3
1
G1A.211
G1A.211
4
1
3
4
4
1
3
4
6
X F.7
8
F.4
7
D8A.631
B.7
12' - 0"
12' - 0"
10' - 8"
12' - 0"
A8A.631
A6A.631
D6A.631
C5
A.412A4
A.631
C5
A.412Sim
E.7D.7C.9
5
6
6
9' - 4"
9' - 4"
F1A.821
2' -
2"8'
- 0"
8' -
0"8'
- 0"
8' -
0"8'
- 0"
8' -
0"7'
- 4"
2' -
4"
6' -
2"8'
- 0"
8' -
0"8'
- 0"
8' -
0"8'
- 0"
8' -
0"5'
- 8"
4' - 2"4' - 2"
4' - 2"4' - 2"
3' - 2"
6' - 0"
3' -
4"
3' - 7"
4' -
2"4'
- 2"
4' -
2"4'
- 2"
3' -
8" 3' - 8 1/2"
2' -
0"
2' - 6"
EQEQ
EQEQ
4' -
0"6'
- 0"
6' -
0"4'
- 0"
3' - 3"
9' -
4"5'
- 4"
5' -
8"8'
- 0"
8' -
0"8'
- 0"
8' -
0"8'
- 0"
8' -
0"6'
- 8"
3' - 0"
2' - 4"
6' -
4"
3' -
4"
2' - 6"
1' -
8"
2' -
8"6'
- 2"
6' -
2"2'
- 0"
2' - 6"
1' -
8"
2' -
8"6'
- 2"
6' -
2"2'
- 0"
2' - 8 1/4"
1' -
8"
1' - 10 1/2"
2' -
8"
EQ EQ
1 1
APC 1 - 2X2 ACOUSTIC PANELCEILING
REFER TO ELECTRICAL DRAWINGSFOR LIGHT FIXTURE LOCATIONS(UNO)
GYPSUM BOARD BULKHEAD/CEILING -PAINTED
REFER TO FINISH SCHEDULE FORMORE INFORMATION
CEILING PLAN LEGEND
EXPOSED TO STRUCTUREABOVE (PAINTED)
APC 2 - 2X2 ACOUSTIC PANEL CEILING
REFER TO ELECTRICAL DRAWINGSFOR LIGHT FIXTURE LOCATIONS (UNO)
APC 3 - BEAM & BAFFLE SPECIALTYMETAL CEILING SYSTEM (ALTERNATE 2)
REFER TO ELECTRICAL DRAWINGS FORLIGHT FIXTURE LOCATIONS (UON)
PLASTER SOFFIT
PREFINISHED ALUM CANOPY
LIGHTING LEGEND
2 X 4 LIGHT FIXTURE
DOWNLIGHT
LINEAR STRIP LIGHT FIXTURE
CHAIN HUNG LIGHT FIXTURE
PENDANT LIGHT FIXTURE
REFLECTED CEILING PLAN KEYNOTES2 HR CEILING ASSEMBLE, UL DESIGN # D503.RE: G.012 FOR DESIGN INFORMATION
NOT USED
NOT USED
GYP. BD BULKHEAD, TYP.
BEAM & BAFFLE CEILING SYSTEM THIS AREA, ALTERNATE 2
METAL WALL PANELS SOFFIT PERIMETER, MP-1
1
2
3
4
5
6
1
ISSUE:
CHECKED:
SCALE:
Project #:
SHEET TITLE:
Issue for Bidding
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
ISSUE FOR BIDDING
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
169_
Arc
h14_
gwhe
eler
.rvt
2/10
/201
7 12
:58:
20 P
M
As indicated
Geoffrey L Wheeler
Houston CommunityCollege
CULINARY ARTS CENTERHOUSTON, TEXAS
FIRST LEVEL CEILINGPLAN
A.601214000169
11/18/2016
BH
11/18/2016
1/8" = 1'-0"A1REFLECTED CEILING PLAN - LEVEL 1
N
2 01/23/2017 Addendum 23 02/13/2017 Addendum 4
ADD 2
2
ADD 2
2
ADD 3
4
ADD 3
4
CULINARY ARTS CENTER COLOR SCHEDULE
INTE
RIO
RW
ALLS
MRK MATERIAL MFR. NO.MANUFACTURER STYLE COLOR
FLO
OR
SAC
CES
SOR
IES
EXTE
RIO
RC
EILI
NG
S
REMARKS
MP-1 METAL WALL PANEL
APC-1 ACOUSTICAL PANEL
PT-1 PAINT
PT-2 PAINT
S CONC SEALED CONCRETE
PLAM-1 PLASTIC LAMINATE
TP-1 TOILET PARTITION
GL-1 GLAZING
PM-1 PREFINISHED METAL
ALUM ALUMINUM FRAME
BK-1 VENEER MASONRY
CPT-1 WALK OFF CARPET
GYP GYPSUM BOARD
EXPOSED-1 EXPOSED TO STRUCTURE
RBR-1 RUBBER BASE
CT-5 CERAMIC FLOOR TILE
BBK-1 BURNISHED CMU
PT-3
PT-4
CT-1
PAINT
PAINT
CERAMIC TILE
RS SHADES
QTZ-1 QUARTZ COUNTERTOP SURFACE
METAL WALL PANEL
P CONC POLISHED CONCRETE
MP-2
PT-5 PAINT
PT-6 PAINT
CTB-1 CERAMIC TILE BASE
QTZ-2 QUARTZ COUNTERTOP SURFACE
WP-1 WOOD PLANK
APC-2 ACOUSTICAL PANEL
APC-3 BEAM & BAFFLE CEILING SYSTEM
SHERWIN WILLIAMS
DALTILE
ACRYLIC
EPOXY
SW7005
SW7005
SW7017
PURE WHITE
PURE WHITE
DORIAN GRAY
TANDUS ABRASIVE ACTION II CHARCOAL19100
RETROPLATE
CLEAR
DALTILE KEYSTONES, 2" X 2" UPTOWN TAUPED132 - GROUP 2
ROPPE PINNACLE-TYPE-TS RUBBER LUNAR DUST
DALTILE KEYSTONE, 2" X 2" D132 - GROUP 2
CAESARSTONE
CAESARSTONE
CLASSICO CONCRETE2003
CLASSICO 4001 FRESH CONCRETE
TERAGREN RANDOM PLANKS CHESNUT
MECHOSHADE TBD TBD TBD MANUAL
ARMSTRONG CORTEGA
ARMSTRONG CLEAN ROOM VL UNPERFORATED
HUNTER DOUGLAS TAVOLA, 2" W X 6" H PERF METAL, WD FINISH
ACCURATE SOLID PLASTIC 9205 BLACK
DRI-DESIGN
HEADWATERS
PPG
KAWNEER CLEAR ANODIZED
SOLARBAN 70XL ATLANTICA
V-225 VELOUR
723 - TERRA COTTA
ACCENT COLOR @ WALLS WHERE NOTED
ACCENT COLOR @ WALLS WHERE NOTED
ACCENT COLOR @ WALLS WHERE NOTED
COUNTERTOP IN STUDENT STORAGE & LOUNGE
COUNTERTOP IN LABS & RESTROOMS
VERTICAL SURFACE AT LOBBY WALL WHERE NOTED
DOORS
PLAM-2 PLASTIC LAMINATE WILSONART ALABASTERD431
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
ACRYLIC
ACRYLIC
ACRYLIC
ACRYLIC
TYPICAL PAINT - ARCYLIC
ACCENT PAINT
TYPICAL PAINT - EPOXY
SEMI-GLOSS, 4 1/4" X 4 1/4" WHERE NOTED ON R.R. WALLS
ENTRANCE VESTIBULES, CLASS I OR II
CLEAR
SELECT SEAL
ALL RESTROOM FLOORS & INTEGRAL COVE BASE
ALL RESTROOM BASE
TYPICAL WALL BASE FOR GYP BD114
CEILING HUNG
2' X 2'
WHERE NOTED IN MULTI-PURPOSE
ALL KITCHENS / LABS, WHITE ALUM CAP ON GRID
TYPICAL CEILING
SHADOW SERIES 1 1/2" THICK DRI-008
MODULAR
8"
WILSONART NEPAL TEAK7209K-78
MILLWORK
UPTOWN TAUPE
DRI-008DRI-DESIGN SHADOW SERIES 3" THICK PNT'D ALUM - CITYSCAPE
PNT'D ALUM - CITYSCAPE
0135 - GROUP 1 ALMOND
SW6712 LUAU GREEN
SW6705 HIGH STRUNG
SW6711 PARAKEET
PT-7 PAINT ACCENT COLOR @ WALLS WHERE NOTEDSHERWIN WILLIAMS ACRYLIC SW6914 EYE CATCHING
BFF-CHSNT-TL2
RBR-2 RUBBER FLOOR ROPPE BLACK @ ELEVATOR100
PT-8 PAINT SHERWIN WILLIAMS ACRYLIC SW6711 PARAKEET ACCENT - EPOXY
PT-9 PAINT SHERWIN WILLIAMS ACRYLIC SW6712 LUAU GREEN ACCENT - EPOXY
PT-10 PAINT SHERWIN WILLIAMS ACRYLIC SW6914 EYE CATCHING ACCENT - EPOXY
PREMIUM AEON
PAINTED, PT-1
PAINTED
FORTERRA
770
FRP-1 FIBERGLASS REINFORCED PANEL KEMLITE
METAL WALL PANELMP-3 DRI-125SHADOW SERIES 1 1/2" THICK PNT'D ALUM - SILVERDRI-DESIGN
85 EMBOSSED WHITEGLASBORD
995 HAMMERED
TO MATCH MP-1 / MP-2
PT-11 PAINT SHERWIN WILLIAMS ACRYLIC SW7037 BALANCED BEIGE
PT-12 PAINT SHERWIN WILLIAMS ACRYLIC SW7076 ACCENT COLOR @ STAIR STRINGERCYBERSPACE
CLASS
C
C
C
C
C
C
C
C
I OR II
2. ALL ALUM. STOREFRONT WINDOWS & DOOR FRAMES SHALL BE CLEAR ANODIZED; EXTERIOR GLAZING TO BE PPG SOLARBAN 70XL,ATLANTICA, U.N.O.
- ALL UNDESIGNATED PRE-FINISHED METAL
- METAL COPING, AND FLASHING NOTED ON COLOR SCHEDULE AND EXTERIOR ELEVATIONS.
3. ALL EXTERIOR LETTERING SHALL BE CLEAR ANODIZED.
EXTE
RIO
R
PM-1
4. ALL TOILET PARTITIONS SHALL BE MARK TP-1.
1. ALL INTERIOR STEEL DOOR FRAMES TO BE PT-1.
5. ALL COUNTERTOPS SHALL BE AS DESIGNATED QTZ-1, U.N.O.
3. ALL INTERIOR PLASTIC LAMINTATE FACED WOOD DOORS TO BE PLAM-1.
1. ALL EXTERIOR STEEL LINTELS SHALL BE GALVANIZED.
INTE
RIO
R
GENERAL COLOR SCHEDULE NOTES
2. MANUFACTURERS NAMES AND IDENTIFICATION NUMBERS ARE LISTED AS A MEANS OF ESTABLISHING A STANDARD OFTYPE, FUNCTION, COLOR, AND QUALITY. REFER TO PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS & PROCEDURES.
COLORS WILL BE MARKED AS SHOWN. NOTE ALL COLORS MAY NOT BEMARKED ON PLANS. MATERIALS NOT NOTED WILL BE COVERED UNDERGENERAL NOTES OR WILL BE SELECTED ON THE JOB BY THE ARCHITECT.
3. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT A SAMPLE OF ALL FINISH MATERIALS FOR APPROVAL BEFOREMATERIALS ARE APPLIED ON THE JOB.
4. PAINT ALL INTERIOR & EXTERIOR EXPOSED PIPING INCLUDING SPRINKLER PIPING. VERIFY COLOR W/ ARCHITECT.5. PAINT ANY VENTS, GRILLES, PIPING, CONDUIT, ETC... SAME COLOR AS ADJACENT WALL OR CEILING.G
ENER
AL
4. ALL EXTERIOR METAL SHALL BE FINISHED AS FOLLOWS:
6. ALL WALLS BEHIND DRINKING FOUNTAINS TO BE EPOXY PAINT, PT-2.
5. ALL EXT COUNTER FLASHING, PIPE SUPPORTS AND MISC. FLASHING TO COORDINATE WITH EXTERIOR WALL FINISH. COLORS TOBE VERIFIED BY ARCHITECT.
7. ALL CASEWORK DOOR, DRAWER, AND SHELF EDGES AND COUNTERTOPS ARE TO HAVE 3MM PVC EDGEBANDING. THIS IS TO BE A CUSTOMMATCH TO THE COLOR, PATTERN, AND TEXTURE OF ADJACENT LAMINATE ON ALL SURFACES.
8. ALL WET AREAS TO HAVE EPOXY PAINT, PT-2, U.N.O.9. ALL INTERIOR EXPOSED CONCRETE TO BE SEALED AND POLISHED, TYPICAL, U.N.O.
PM-1
1. NOTE: ALL COLORS SHOWN IN COLOR SCHEDULES ARE SUBJECT TO CHANGE. FIELD VERIFICATION BY ARCHITECT ANDOWNER WILL OCCUR BEFORE FINAL PAINT COLORS ARE SELECTED. CONTRACTOR TO PROVIDE COLOR SAMPLES TO MATCHEXISTING COLORS, TYP.
10. ALL EXPOSED STEEL STRUCTURAL MEMBERS AND DECK TO BE PAINTED PT-1, PROPERLY PREPARE STEEL FOR PAINT.
2. ALL EXTERIOR STEEL DOOR FRAMES AND DOORS TO BE PT-11.
11. AT ALL SUSPENDED CLOUD CEILINGS, 4" AXIOM EDGE TRIM IS TO BE INSTALLED AT ALL PERIMETER EDGES U.N.O.12. PROVIDE FRP WAINSCOT TO 4'-0" AFF & 8'-0" MAXIMUM HORIZONTALLY AT WALL BEHIND MOP SINK. EPOXY PAINT AT ALL OTHER WALLS, TYP.13. ALL INT. WALL & CLG FINISHES HAVE A MINIMUM CLASS C RATING14. WALK-OFF CARPET TO HAVE A CLASS I OR II RATING
REMARKS:1 IMPACT RESISTANT GYP. BD. TO 4'-0."2 REFER TO A900 SHEETS FOR WP-1 LOCATION3 REFER TO A.900 SHEETS FOR ACCENT PAINT LOCATION4 PROVIDE FRP-1 TO 4'-0" A.F.F. AT WALLS EITHER SIDE OF MOP SINK5 IMPACT RESISTANT GYP. BD. TO WALLS UNDER STAIRS6 CERAMIC TILE BASE TO EXTEND 4" UP WALL & TO HAVE INTEGRAL COVE7 PROVIDE STAINLESS STEEL PANELS BEHIND ALL HOODS. STAINLESS STEEL TO EXTEND FROM BOTTOM OF HOOD TO FINISHED FLOOR RE: A. 702 FOR
LOCATIONS
GENERAL NOTES:1 UNLESS NOTED OTHERWISE, INTERIOR UNDESIGNATED PAINTED: GYPSUM BOARD WALLS
PT-1GYPSUM BOARD SOFFITS & BULKHEADS PT-1HOLLOW METAL DOOR & FRAMES PT-1EXPOSED STEEL (COLUMNS, BEAMS, LINTELS, ETC) PT-1EXPOSED STEEL (GUARD & HANDRAILS)PT-1
2 UNLESS NOTED OTHERWISE, EXTERIOR UNDESIGNATED PAINTED:HOLLOW METAL DOORS & FRAMES
PT-11 ROOF TOP EQUIPMENT (MECH EQUIP, SPEAKERS, ETC) PT-11
GUARD RAILS, POSTS, SCREENS PT-11
3 ELEVATOR CAB FINISHES (UNLESS NOTED OTHERWISE):FLOOR FINISH RBR-2
WALLS SSCEILING SS
4 ALL INTERIOR FLOORS TO BE POLISHED CONCRETE U.N.O.
5 ALL INTERIOR CONCRETE FLOORS TO HAVE 1/4" WIDE x ONE-FOURTHOF SLAB DEPTH, SEALANT FILLED SAW CUT CONTROL JOINTS.MAX CJ SPACING: 4" SLAB = 10'-0", 5" SLAB = 11'-0", 6" SLAB = 12'-0".CONTRACTOR TO SUBMIT CJ LAYOUT FOR APPROVAL.
6 ALL WALL BASES TO BE RBR-1 U.N.O.
7 ALL CEILINGS TO BE APC-1 AT 10'-0" AFF U.N.O.
8 ALL OUTSIDE GYP BD CORNERS TO HAVE CORNER GUARDS, TYP.
9 ALL MARKER BOARDS TO BE OWNER FURNISHED CONTRACTOR INSTALLED, TYP.
1
ISSUE:
CHECKED:
SCALE:
Project #:
SHEET TITLE:
Issue for Bidding
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
ISSUE FOR BIDDING
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
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File
s\21
4000
169_
Arc
h14_
gwhe
eler
.rvt
2/10
/201
7 12
:58:
21 P
M
12" = 1'-0"
Geoffrey L Wheeler
Houston CommunityCollege
CULINARY ARTS CENTERHOUSTON, TEXAS
MATERIAL AND FINISHSCHEDULES
A.801214000169
11/18/2016
NM
11/18/2016
ROOM SCHEDULE - FIRST LEVEL
ROOM # ROOM NAME FLOOR BASEWALLS CEILING
REMARKSASIGNEDROOM #NORTH EAST SOUTH WEST HEIGHT FINISH
A100 Work Stations P. CONC RBR-1 PT-3 PT-1 PT-1 PT-1 APC-1A101 Office P. CONC RBR-1 PT-1 PT-1 PT-3 PT-1 APC-1A102 Cons P. CONC RBR-1 PT-1 PT-1 PT-3 PT-1 APC-1A103 Cons P. CONC RBR-1 PT-1 PT-1 PT-3 PT-1 APC-1A104 Cons P. CONC RBR-1 PT-1 PT-1 PT-3 PT-1 APC-1A105 Storage S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA106 Rec P. CONC RBR-1 PT-1 PT-1 PT-1 PT-6 APC-1A107 Lounge P. CONC RBR-1 PT-1 PT-1 PT-1 PT-5 APC-1A108 Conf P. CONC RBR-1 PT-1 PT-4 PT-1 PT-1 APC-1A109 Em Elec S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA110 MDF S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA111 Mother's S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A112 Jan S. CONC RBR-1 PT-2, FRP PT-2, FRP PT-2 PT-2 EXP 4A113 Main Elec S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA114 Fire Pump S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA115 Mech S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA116 Student Lounge/Resource P. CONC RBR-1 PT-3, PT-4 PT-1 WP-1 PT-1 APC-1 2,5A117 Vestibule CPT-1 RBR-1 - PT-1 - PT-1 GYPA118 Cooler S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA119 Cooler S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA120 Freezer S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA121 Staging S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA123 Cooler S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA124 Receive P. CONC RBR-1 PT-2 PT-2 PT-2 PT-2 APC-1 1A125 Off P. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A126 Off P. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A127 Liquor Stor S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A128 Store Lab P. CONC RBR-1 PT-2 PT-2 PT-2 PT-2 APC-1A129 Dry Storage S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A130 Specialty Lab P. CONC RBR-1 PT-2 PT-2 PT-2 PT-2 APC-2A131 Recycle S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A132 Elev. Equip. S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA133 Elevator RBR-2 - - - - -A134 Women CT-5 CTB-1 CT-1 PT-8 CT-1 CT-1 9' - 0" GYP 6A135 Mech S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA136 Men CT-5 CTB-1 CT-1 CT-1 CT-1 PT-10 9' - 0" GYP 6A137 China Room S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-2A138 Staging P. CONC RBR-1 PT-2 PT-2 PT-2 PT-2 APC-2A139 Dishes P. CONC RBR-1 PT-2 - PT-2 PT-2 APC-2A140 Storage S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A141 Multipurpose P. CONC RBR-1 PT-2 WP-1 PT-2 PT-2 GYP,
APC-32
A142 Vestibule CPT-1 RBR-1 - PT-1 PT-1 PT-1 GYPA143 Demo Kitchen P. CONC RBR-1 PT-2 PT-2 PT-2 PT-2 GYP
ROOM SCHEDULE - SECOND LEVEL
ROOM # ROOM NAME FLOOR BASEWALLS CEILING
REMARKSASIGNEDROOM #NORTH EAST SOUTH WEST HEIGHT FINISH
A200 Pastry Lab 1 P. CONC RBR-1 PT-2 PT-8 PT-2 PT-2 APC-2A201 Student Storage P. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A202 Elec S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA203 IDF S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA204 Pastry Lab 2 P. CONC - - - - -A205 Lobby P. CONC RBR-1 PT-1 PT-1 WP-1 PT-1 GYP, APC-1 2A206 Elevator RBR-2 - - - - -A208 Storage S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA209 Culinary Lab 2 P. CONC - - - - -A210 Dish P. CONC RBR-1 PT-1 PT-1 PT-1 PT-1A211 Boiler S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1A212 Mech S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXPA213 Women's CT-5 CTB-1 CT-1 PT-8 CT-1 CT-1 9' - 0" GYP 6A214 Men's CT-5 CTB-1 CT-1 CT-1 CT-1 PT-10 9' - 0" GYP 6A215 Jan S. CONC RBR-1 PT-2 PT-2 PT-2, FRP PT-2, FRP EXP 4A216 Storage S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 APC-1A217 Dish P. CONC RBR-1 PT-2 PT-2 PT-2 PT-2 APC-2A218 Culinary Lab 1 P. CONC RBR-1 PT-2 PT-8 PT-2 PT-2 APC-2 3A219 Mech S. CONC RBR-1 PT-1 PT-1 PT-1 PT-1 EXP
2 01/23/2017 Addendum 23 02/13/2017 Addendum 4
ADD 2
2AD
D 2
2
ADD 2
2
ADD 3
4
B D E GC F F.7F.4B.7 E.7D.7C.9
CJ
CJ
CJ CJ
CJ
PT-3
PT-4
PT-4PT-4 PT-4
BASE ASSCHEDULED
PT-4
PT-3
CJ
OPEN TO BEYOND
VINYL FILM ON ENTIRE STOREFRONT
PT-4
1/2" GYP. BOARDOVER 2 1/2" CFMFSUSPENDEDBETWEEN STRINGER,PAINTED
DEG CFF.7 F.4 B.7E.7 D.7 C.9
VINYL FILMON ENTIRESTOREFRONT
BASE ASSCHEDULED
FEC TYP.
SECOND LEVEL114' - 8"
23 1
FEC TYP. DOUBLE TIER LOCKERS (12" X 18" X 30" EA.) WITH SLOPED TOPS
2 31
SINGLE TIER LOCKERS (12 X 18 X 30 EA.)WITH SOLID SURFACE TOP AND SIDES
DOUBLE TIER LOCKERS WITHSLOPED TOP
A1A.831
3/4" QTZ-1 OVER 3/4"PLYWOOD AT TOPAND SIDES OFSINGLE TIERLOCKER ISLAND
WRAP THE LEADINGEDGES TOENCAPSULATE THEPLYWOOD, RESULTINGIN A 1 1/2" SOLIDSURFACE EDGE
SINGLE TIER LOCKERS
1
ISSUE:
CHECKED:
SCALE:
Project #:
SHEET TITLE:
Issue for Bidding
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
DRAWN:
20 EAST GREENWAY PLAZASUITE 200
HOUSTON, TEXAS 77046
P 713.548.5700F 713.548.5701
CIVIL:WALTER P. MOORE1301 MCKINNEY, SUITE 1100HOUSTON TX, 77010MANOJ ADWANEY, [email protected]
LANDSCAPE:CLARK CONDON ASSOCIATES10401 STELLA LINK ROADHOUSTON, TX 77025PAUL WEATHERS, ASLA, LEED [email protected]
STRUCTURAL:WALTER P. MOORE1310 MCKINNEY, SUITE 1100HOUSTON, TX 77010FERNANDO [email protected]
ROGERS MOORE ENGINEERS2603 AUGUSTA, SUITE 800HOUSTON, TX 77057ELAINE ROGERS, [email protected]
TECHNOLOGY:DATACOM DESIGN GROUP701 POST OAK ROAD, SUITE 426HOUSTON, TX 77024WEIFANG WANG, [email protected]
ASSOCIATE ARCHITECTS:NATEX ARCHITECTS2500 WILCREST, THIRD FLOORHOUSTON, TX 77042JOHN C. HAUGEN, [email protected]
MEP:SHAH SMITH & ASSOCIATES, INC.2825 WILCREST, SUITE 350HOUSTON, TX 77042JEFFREY BOLANDER, [email protected]
FOOD SERVICE:FOODSERVICE PROFESSIONALS26245 OAK RIDGE DRIVETHE WOODLANDS, TX 77380MELISSA [email protected]
ISSUE FOR BIDDING
C:\U
sers
\Pub
lic\D
ocum
ents
\Loc
al_R
evit_
File
s\21
4000
169_
Arc
h14_
gwhe
eler
.rvt
2/10
/201
7 12
:58:
23 P
M
As indicated
Geoffrey L Wheeler
Houston CommunityCollege
CULINARY ARTS CENTERHOUSTON, TEXAS
INTERIOR ELEVATIONS &DETAILS
A.831214000169
11/18/2016
11/18/2016
1/4" = 1'-0"F1INTERIOR ELEVATION
1/4" = 1'-0"B1INTERIOR ELEVATION 1
1/4" = 1'-0"A3LOCKER ROOM ELEVATION
1/4" = 1'-0"A6LOCKER ROOM ELEVATION
INTERIOR ELEVATION GENERAL NOTES
1 CJ = GYP. BOARD CONTROL JOINT
2 ALL PAINT TO BE PT-1 U.N.O
1 1/2" = 1'-0"A1LOCKER ISLAND DETAIL
3 02/13/2017 Addendum 4
ADD 3
4
ADD 3
4