ARCHITECTURAL ADDENDUM #03 - Houston … · 2017-10-31 · architectural addendum no. three (03) page 1 of 1 ... for exact connection location of plumbing utilities to equipment.

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



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.

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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

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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

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DRAWN:



P 713.548.5700F 713.548.5701

© 2016 Stantec

Stantec Project:

ISSUED FOR BIDDING

11/18/2016










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PLUMBING SCHEDULES

P.002

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214000169


HOUSTON, TEXAS

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HFA

2 2

6 6

3 3

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X F.7

8 8

F.4

7 7

B.7 E.7

D.7C.9

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5

76

3

6" GW 6" SAN

8

9I.E.= -4' 3"

1

2

3" G

10

11

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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"

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1/16" = 1'-0"

16' 32'



P 713.548.5700F 713.548.5701

© 2016 Stantec

Stantec Project:

ISSUED FOR BIDDING

11/18/2016










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1/16" = 1'-0"

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PLUMBING SITE PLAN

P.010

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214000169


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.

EEEEEEEEEEEEEEEE

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ELLLLLLLLLLLLLLLLL IIIIIIIIIIIIIIIICCC EEEEEEEEEEEEEEEEEEEE NNNNNNNNNNNNNNNNNNNNN S E D

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.



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

http://www.safetyshield.com/

http://www.3m.com/windowfilm



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:



P 713.548.5700F 713.548.5701









ISSUE FOR BIDDING

C:\U

sers

\Pub

lic\D

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\Loc

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s\21

4000

169_

Arc

h14_

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2/10

/201

7 12

:58:

27 P

M

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


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"


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.


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.


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:



P 713.548.5700F 713.548.5701









ISSUE FOR BIDDING

C:\U

sers

\Pub

lic\D

ocum

ents

\Loc

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evit_

File

s\21

4000

169_

Arc

h14_

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.rvt

2/10

/201

7 12

:58:

30 P

M

As indicated

Geoffrey L Wheeler



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





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"




BOTTOM OF OVERFLOW SCUPPER IS 2" ABOVE THE BOTTOM OF THE PRIMARYROOF 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

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As indicated

Geoffrey L Wheeler



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

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5

6

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CHECKED:

SCALE:

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SHEET TITLE:

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1 2 3 4 5 6 7 8 9 10

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A

H

G

F

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DRAWN:



P 713.548.5700F 713.548.5701









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7 12

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M

As indicated

Geoffrey L Wheeler



FIRST LEVEL CEILINGPLAN

A.601214000169

11/18/2016

BH

11/18/2016

1/8" = 1'-0"A1REFLECTED CEILING PLAN - LEVEL 1

N


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



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:



P 713.548.5700F 713.548.5701









ISSUE FOR BIDDING

C:\U

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/201

7 12

:58:

21 P

M

12" = 1'-0"

Geoffrey L Wheeler



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


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

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E

D

C

B

A

H

G

F

E

D

C

B

A

DRAWN:



P 713.548.5700F 713.548.5701









ISSUE FOR BIDDING

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As indicated

Geoffrey L Wheeler



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