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P0 Plumbing.pdf · 2015. 5. 18. · zurn z1400 -- -- -- --fd-1 floor drain duco cast iron body with...

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XX-X LOCATION X COTG FCO FD FS OD RD VTR WCO G OD SD SD TW TP X GPM Abbreviations EXISTING (E) ABOVE FINISHED FLOOR AFF BELOW FINISHED FLOOR BFF BACKFLOW PREVENTER BFP CONDENSATE DRAIN CD CONTINUATION CONT. CHECK VALVE CV COLD WATER CW DRINKING FOUNTAIN DF DIAMETER DIA DOWN DN ELECTRICAL ELECT FLOOR CLEANOUT FCO FLOOR DRAIN FD FEET FT GALLONS GAL GALLONS PER HOUR GPH GALLONS PER MINUTE GPM GREASE WASTE GW HEAD, HUB DRAIN HD HEATING HTG HEATER HTR HOT WATER HW HOT WATER RETURN HWR INSIDE DIAMETER ID INVERT ELEVATION IE INCHES IN, " INDIRECT WASTE IW LAVATORY L POUNDS LBS. MINIMUM MIN NOT APPLICABLE N/A NOT IN CONTRACT NIC NUMBER NO. NOT TO SCALE NTS ON CENTER OC OVERFLOW DRAIN, OUTSIDE DIAMETER OD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE PD POINT OF CONNECTION POC PRESSURE REDUCING VALVE PRV POUNDS PER SQUARE INCH PSI QUANTITY QTY ROOF DRAIN RD SINK S, SK STORM DRAIN SD SQUARE FEET SF SHUT OFF VALVE SOV SERVICE SINK SS TEMPERATURE, THERMOMETER T TEMPERATURE TEMP TRAP PRIMER TP TEMPERED WATER TW URINAL U, UR VACUUM, VENT, VOLT V VENT THRU ROOF VTR WITH W/ WASTE W WATER COLUMN WC WALL CLEANOUT WCO General DEMOLISH EXISTING WORK NEW WORK CONTINUATION EQUIPMENT IDENTIFICATION KEYED NOTE PIPE OR CONDUIT BELOW GRADE POINT OF CONNECTION Piping Fittings CAP CLEANOUT TO GRADE FLOOR CLEANOUT FLOOR DRAIN FLOOR SINK HOSE BIBB OVERFLOW ROOF DRAIN PIPE DROP PIPE RISE ROOF DRAIN TEE DOWN ON PIPE TEE UP ON PIPE VENT THROUGH ROOF WALL CLEANOUT Piping Systems COLD WATER PIPING HOT WATER PIPING HOT WATER RETURN PIPING NATURAL GAS PIPING, STANDARD PRESSURE OVERFLOW DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR SANITARY VENT PIPING SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHED FLOOR SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHED FLOOR STORM DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOOR TEMPERED WATER PIPING TRAP PRIMER PIPING Valves BALANCING VALVE CHECK VALVE GLOBE VALVE PRESSURE REDUCING VALVE SHUTOFF VALVE, GENERAL PLUMBING SYMBOL LIST NOTE: This is a standard symbol list and not all items listed may be used. GENERAL SEISMIC NOTES A. CONTRACTOR TO PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR ALL PLUMBING EQUIPMENT WEIGHING 400 POUNDS OR MORE THAT IS DIRECTLY MOUNTED ON THE FLOOR OR ROOF AND ALL MECHANICAL EQUIPMENT WEIGHING OVER 20 POUNDS THAT IS SUSPENDED FROM THE FLOOR, WALL OR SUPPORTED BY VIBRATION ISOLATORS TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE CRITERIA OUTLINED IN THE 2013 CALIFORNIA BUILDING CODE, ASCE 7-10.13, #13.1.4. CONSIDER THE AFFECT OF TEMPERATURE CHANGE IN PREPARATION OF ANCHORAGE AND BRACING DETAILS. PROVIDE ANCHORAGE CALCULATIONS AND DETAILS CERTIFIED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. D. SEISMIC BRACING POINTS SHALL BE SUBMITTED ON CONTRACTOR'S COORDINATED SHOP DRAWINGS. GENERAL PLUMBING NOTES A. CONDITIONS SHOW ON THE PLANS RELATIVE TO THE WORK TO BE PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE AND SUBJECT TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES TO BE CROSSED OR CONNECTED. CORRECT DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO EXPENSE TO OWNER. IMMEDIATELY NOTIFY ARCHITECT AND ENGINEER OF CONDITION IN CONFLICT WITH THE DETAILS/PLANS. B. COORDINATE INSTALLATION OF PIPING, FIXTURES, EQUIPMENT AND THE LIKE BELOW AND ABOVE GRADE WITH STRUCTURAL COMPONENTS AND OTHER SYSTEMS INSTALLATION. C. COORDINATE FIXTURES, EQUIPMENT, PIPE ROUGH-IN/CONNECTION LOCATIONS AND DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. D. LOCATE VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED ABOVE CEILING SHALL BE WITHIN 18" OF CEILING. E. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE CONNECTION SIZES. F. SANITARY SEWER AND STORM/OVERFLOW PIPING SLOPE @ 2% UNLESS OTHERWISE SPECIFIED. MEP COMPONENT ANCHORAGE NOTE ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2013 CBC, SECTIONS 1616A.1.23 THROUGH 1616A.1.26 AND ASCE 7-10 CHAPTER 13 AND 29. 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. 2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. 3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. PIPING AND DUCTWORK BRACING NOTE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AND SECTION 13.6, AND 2013 CBC, SECTIONS 1616A.1.23 THROUGH 1616A.1.26. THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSPHD PRE-APPROVALS (OPA #) AS MODIFIED TO SATISFY ANCHORAGED COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS. B. PIPING SHALL BE SUPPORTED AND BRACED WITH ONE OF THE FOLLOWING SEISMIC RESTRAINT SYSTEMS: 1. OPA-0010: THE SMACNA GUIDELINES OF THE SEISMIC RESTRAINT OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS. 2. OPA-0215: NUSIG SEISMIC SUPPORT DEVICES. 3. OPA-0003: THE SUPERSTRUT SEISMIC RESTRAINT SYSTEM. 4. OPA-0114: THE B-LINE SEISMIC RESTRAINT SYSTEM. REQUIREMENTS OF ACI 318, APPENDIX D. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. C. CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED FOR PIPING SUPPORTS AND BRACING SHOWING: 1. LOCATION OF SEISMIC BRACING. 2. REACTION FORCES TO THE SUPPORTING STRUCTURE. 3. MANUFACTURER'S DESIGNATION OF SUPPORT DEVICES. POINT OF DISCONNECTION E F O R P D E R E T S I G E R R E E N I G N E L A N O I S S C A L I F O R N I A S T A T E O F No. 030802 M E C H A N I C A L H O R M O Z L . J A N S S E N S E N G I N E E R I N G I N T E R F A C E TEL FAX PROJECT CONTACT www.interfaceengineering.com 717 Market Street Suite 500 San Francisco, CA 94103 415.489.7240 415.489.7289 SHEET NO: DATE: PROJECT NO: THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009. THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND ENGINEER. CONSULTANT 6 9 10 5 3 11 12 8 7 4 2 1 J K H G F E D C B A B A J K H G F E D C 6 9 10 5 3 11 12 8 7 4 2 1 NO. ISSUE DATE ARCHITECT'S STAMP APPROVAL Hasan Shah 2014-0174 SAN JOSE CITY COLLEGE PHYSICAL EDUCATION BUILDING AND RENOVATED LAB BUILDING SAN JOSE, CALIFORNIA PLUMBING SYMBOLS LISTS, GENERAL NOTES AND SHEET INDEX P0.01 1.12.2015 1089-0001 DSA SUBMITTAL P0.01 PLUMBING SYMBOLS LISTS, GENERAL NOTES AND SHEET INDEX P0.02 SCHEDULES - PLUMBING P2.01 UNDERGROUND PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING P2.02 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING P2.03 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING P2.04 ROOF PLAN - PLUMBING P4.01 ENLARGED PLANS AND SECTIONS - PLUMBING P4.02 ENLARGED PLANS AND SECTIONS - PLUMBING P7.01 DETAILS - PLUMBING SHEET INDEX WP0.02 DETAIL & SCHEDULE - PLUMBING WP2.05 1ST FLOOR, AND ROOF PLANS - WELLNESS CENTER - PLUMBING SHEET INDEX - WELLNESS CENTER
Transcript
  • XX-X

    LOCATION

    X

    COTG

    FCO

    FD

    FS

    OD

    RD

    VTR

    WCO

    G

    OD

    SD

    SD

    TW

    TP

    X GPM

    Abbreviations

    EXISTING(E)

    ABOVE FINISHED FLOORAFF

    BELOW FINISHED FLOORBFF

    BACKFLOW PREVENTERBFP

    CONDENSATE DRAINCD

    CONTINUATIONCONT.

    CHECK VALVECV

    COLD WATERCW

    DRINKING FOUNTAINDF

    DIAMETERDIA

    DOWNDN

    ELECTRICALELECT

    FLOOR CLEANOUTFCO

    FLOOR DRAINFD

    FEETFT

    GALLONSGAL

    GALLONS PER HOURGPH

    GALLONS PER MINUTEGPM

    GREASE WASTEGW

    HEAD, HUB DRAINHD

    HEATINGHTG

    HEATERHTR

    HOT WATERHW

    HOT WATER RETURNHWR

    INSIDE DIAMETERID

    INVERT ELEVATIONIE

    INCHESIN, "

    INDIRECT WASTEIW

    LAVATORYL

    POUNDSLBS.

    MINIMUMMIN

    NOT APPLICABLEN/A

    NOT IN CONTRACTNIC

    NUMBERNO.

    NOT TO SCALENTS

    ON CENTEROC

    OVERFLOW DRAIN, OUTSIDE DIAMETEROD

    PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGEPD

    POINT OF CONNECTIONPOC

    PRESSURE REDUCING VALVEPRV

    POUNDS PER SQUARE INCHPSI

    QUANTITYQTY

    ROOF DRAINRD

    SINKS, SK

    STORM DRAINSD

    SQUARE FEETSF

    SHUT OFF VALVESOV

    SERVICE SINKSS

    TEMPERATURE, THERMOMETERT

    TEMPERATURETEMP

    TRAP PRIMERTP

    TEMPERED WATERTW

    URINALU, UR

    VACUUM, VENT, VOLTV

    VENT THRU ROOFVTR

    WITHW/

    WASTEW

    WATER COLUMNWC

    WALL CLEANOUTWCO

    General

    DEMOLISH

    EXISTING WORK

    NEW WORK

    CONTINUATION

    EQUIPMENT IDENTIFICATION

    KEYED NOTE

    PIPE OR CONDUIT BELOW GRADE

    POINT OF CONNECTION

    Piping Fittings

    CAP

    CLEANOUT TO GRADE

    FLOOR CLEANOUT

    FLOOR DRAIN

    FLOOR SINK

    HOSE BIBB

    OVERFLOW ROOF DRAIN

    PIPE DROP

    PIPE RISE

    ROOF DRAIN

    TEE DOWN ON PIPE

    TEE UP ON PIPE

    VENT THROUGH ROOF

    WALL CLEANOUT

    Piping Systems

    COLD WATER PIPING

    HOT WATER PIPING

    HOT WATER RETURN PIPING

    NATURAL GAS PIPING, STANDARD PRESSURE

    OVERFLOW DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR

    SANITARY VENT PIPING

    SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHEDFLOOR

    SANITARY WASTE OR SOIL PIPING BELOW GRADE ORFINISHED FLOOR

    STORM DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR

    STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOOR

    TEMPERED WATER PIPING

    TRAP PRIMER PIPING

    Valves

    BALANCING VALVE

    CHECK VALVE

    GLOBE VALVE

    PRESSURE REDUCING VALVE

    SHUTOFF VALVE, GENERAL

    PLUMBING SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

    GENERAL SEISMIC NOTES

    A. CONTRACTOR TO PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR

    ALL PLUMBING EQUIPMENT WEIGHING 400 POUNDS OR MORE THAT IS DIRECTLY

    MOUNTED ON THE FLOOR OR ROOF AND ALL MECHANICAL EQUIPMENT WEIGHING

    OVER 20 POUNDS THAT IS SUSPENDED FROM THE FLOOR, WALL OR SUPPORTED

    BY VIBRATION ISOLATORS TO RESIST A HORIZONTAL FORCE ACTING IN ANY

    DIRECTION USING THE CRITERIA OUTLINED IN THE 2013 CALIFORNIA BUILDING

    CODE, ASCE 7-10.13, #13.1.4. CONSIDER THE AFFECT OF TEMPERATURE

    CHANGE IN PREPARATION OF ANCHORAGE AND BRACING DETAILS. PROVIDE

    ANCHORAGE CALCULATIONS AND DETAILS CERTIFIED BY A STRUCTURAL

    ENGINEER REGISTERED IN THE STATE OF CALIFORNIA.

    D. SEISMIC BRACING POINTS SHALL BE SUBMITTED ON CONTRACTOR'S COORDINATED

    SHOP DRAWINGS.

    GENERAL PLUMBING NOTESA. CONDITIONS SHOW ON THE PLANS RELATIVE TO THE WORK TO BE

    PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE AND SUBJECT

    TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES TO BE

    CROSSED OR CONNECTED. CORRECT DEFICIENCIES CAUSED BY FAILURE TO

    PERFORM SUCH VERIFICATIONS AT NO EXPENSE TO OWNER. IMMEDIATELY

    NOTIFY ARCHITECT AND ENGINEER OF CONDITION IN CONFLICT WITH THE

    DETAILS/PLANS.

    B. COORDINATE INSTALLATION OF PIPING, FIXTURES, EQUIPMENT AND THE LIKE

    BELOW AND ABOVE GRADE WITH STRUCTURAL COMPONENTS AND OTHER

    SYSTEMS INSTALLATION.

    C. COORDINATE FIXTURES, EQUIPMENT, PIPE ROUGH-IN/CONNECTION

    LOCATIONS AND DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS.

    D. LOCATE VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED ABOVE

    CEILING SHALL BE WITHIN 18" OF CEILING.

    E. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE CONNECTION SIZES.

    F. SANITARY SEWER AND STORM/OVERFLOW PIPING SLOPE @ 2% UNLESS

    OTHERWISE SPECIFIED.

    MEP COMPONENT ANCHORAGE NOTEALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER

    THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE

    FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT

    REQUIREMENTS PRESCRIBED IN THE 2013 CBC, SECTIONS 1616A.1.23 THROUGH 1616A.1.26 AND ASCE 7-10

    CHAPTER 13 AND 29.

    1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

    2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD WIRED) TO THE

    BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

    3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER

    THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

    THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY

    ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL

    HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING,

    AND CONDUIT.

    A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR

    LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

    B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS

    THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

    FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION

    SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE DSA DISTRICT

    STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT

    HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

    PIPING AND DUCTWORK BRACING NOTEPIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND

    DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AND SECTION 13.6, AND 2013 CBC, SECTIONS 1616A.1.23

    THROUGH 1616A.1.26.

    THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS OR THEY

    SHALL COMPLY WITH ONE OF THE OSPHD PRE-APPROVALS (OPA #) AS MODIFIED TO SATISFY ANCHORAGED

    COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF

    THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

    B. PIPING SHALL BE SUPPORTED AND BRACED WITH ONE OF THE FOLLOWING

    SEISMIC RESTRAINT SYSTEMS:

    1. OPA-0010: THE SMACNA GUIDELINES OF THE SEISMIC RESTRAINT OF

    MECHANICAL SYSTEMS AND PLUMBING SYSTEMS.

    2. OPA-0215: NUSIG SEISMIC SUPPORT DEVICES.

    3. OPA-0003: THE SUPERSTRUT SEISMIC RESTRAINT SYSTEM.

    4. OPA-0114: THE B-LINE SEISMIC RESTRAINT SYSTEM.

    REQUIREMENTS OF ACI 318, APPENDIX D.

    THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER

    AND BRACE LOADS.

    C. CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED FOR PIPING SUPPORTS AND

    BRACING SHOWING:

    1. LOCATION OF SEISMIC BRACING.

    2. REACTION FORCES TO THE SUPPORTING STRUCTURE.

    3. MANUFACTURER'S DESIGNATION OF SUPPORT DEVICES.

    POINT OF DISCONNECTION

    EFORPDERETSI

    GE R

    REEN

    IGN

    E

    LANOISS

    C A L I FOR

    N IAS T A T E O F

    No. 030802

    M

    E C H A N ICA

    L

    HO

    RM

    OZ L

    . JANSSE

    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

    6910 5 31112 8 7 4 2 1

    J

    K

    H

    G

    F

    E

    D

    C

    B

    A

    B

    A

    J

    K

    H

    G

    F

    E

    D

    C

    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    PLUMBING SYMBOLSLISTS, GENERAL NOTESAND SHEET INDEX

    P0.01

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    P0.01 PLUMBING SYMBOLS LISTS, GENERAL NOTES AND SHEET INDEX

    P0.02 SCHEDULES - PLUMBING

    P2.01 UNDERGROUND PLAN - PHYSICAL EDUCATION BUILDING -PLUMBING

    P2.02 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING

    P2.03 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING

    P2.04 ROOF PLAN - PLUMBING

    P4.01 ENLARGED PLANS AND SECTIONS - PLUMBING

    P4.02 ENLARGED PLANS AND SECTIONS - PLUMBING

    P7.01 DETAILS - PLUMBING

    SHEET INDEX

    WP0.02 DETAIL & SCHEDULE - PLUMBING

    WP2.05 1ST FLOOR, AND ROOF PLANS - WELLNESS CENTER - PLUMBING

    SHEET INDEX - WELLNESS CENTER

  • SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTESDF-1 DRINKING FOUNTAIN

    (ELECTRIC WATERCOOLED)

    NO LEAD TWO LEVEL FOUNTAINBASINS (18 GAUGE) REFRIGERATEDFOUNTAIN WITH BOTTLING FILLINGSTATION; FLEXI GUARD SAFETYBUBBLERS; NO-TOUCH SENSORACTIVATED BOTTLE FILLER

    ELKAY LZWS-LRPBM28K 2" 1-1/2" 1/2" -- PROVIDE ALLNECESSARYACCESSORIESINCLUDING MOUNTINGBRACKET FOR SYSTEMTO WORK PROPERLY.

    DF-2 DRINKING FOUNTAIN(ELECTRIC WATER

    COOLED)

    REFRIGERATED BOTTLING FILLINGSTATION; NO-TOUCH SENSORACTIVATED BOTTLE FILLER WITH 20SEC. SHUT OFF TIMER

    ELKAY LZWS8K 2" 1-1/2" 1/2" -- PROVIDE ALLNECESSARYACCESSORIESINCLUDING MOUNTINGBRACKET FOR SYSTEMTO WORK PROPERLY.

    DSN-1 DOWNSPOUT NOZZLE FABRICATED TYPE 304 STAINLESSSTEEL DOWNSPOUT COVER WITHHINGED PERFORATED COVER

    J.R. SMITH 1775 -- -- -- --

    FCO FLOOR CLEANOUT DURA COATED CAST IRON BODYWITH GAS AND WATER TIGHTTHREADED PLUG AND ROUNDPOLISHED NICKEL BRONZESCORIEATED TOP

    ZURN Z1400 -- -- -- --

    FD-1 FLOOR DRAIN DUCO CAST IRON BODY WITHPOLISHED NICKEL BRONZE TOP.

    J.R. SMITH 2005Y 3" 2" -- -- PROVIDE WITH TRAPPRIMER CONNECTION

    FD-2 FLOOR DRAIN(MECHANICAL ROOM)

    DURA COATED CAST IRON BODYWITH BOTTOM OUTLET, SEEPAGEPAN WITH ANTI TILT HEAVY DUTYSLOTTED GRATE WITH SUSPENDEDPOLYPROPYLENE SEDIMENT BUCKET

    ZURN Z541 3" 2" -- -- PROVIDE WITH TRAPPRIMER CONNECTION

    FSK-1 FLOOR SINK 12"x12" SQUARE; 14 GAUGESTAINLESS STEEL RECEPTOR BODYWITH SEEPAGE HOLES; CAST TYPE316SS NON-TILT MEDIUM DUTY 3/4GRATE WITH 1/4" SQUARE HOLES;SEDIMENT BUCKET

    J.R. SMITH 3007 3" 2" -- -- PROVIDE WITH TRAPPRIMER CONNECTION

    HB-1 HOSE BIBB WALL FAUCET DESIGN WITH LOOSE TKEY HANDLE AND VACUUM BREAKER

    WOODFORD 24 -- -- 3/4" --

    HB-2 HOSE BIBB NARROW WALL HYDRANT, BRONZEBODY, KEY OPERATED CONTROLVALVE

    ZURN Z1350 -- -- 3/4" --

    HB-3 HOSE BIBB ANTI SIPHON VACUUM BREAKERWITH POLYCARBONATE WHEELHANDLE; CP INLET

    WOODFORD 24 -- -- 3/4" --

    L-1 LAVATORY UNDERCOUNTER LAVATORY WITHSANAGLOSS CERAMIC GLAZE ANDFRONT OVERFLOW

    TOTO LT540G FAUCET: TOTO MODEL TEL5LI15; HYDROPOWERSELF GENERATING SYSTEM

    2" 1-1/2" 1/2" 1/2"

    L-2 LAVATORY(ADA)

    UNDERCOUNTER LAVATORY WITHSANAGLOSS CERAMIC GLAZE ANDFRONT OVERFLOW

    TOTO LT540G FAUCET: TOTO MODEL TEL5LI15; HYDROPOWERSELF GENERATING SYSTEM

    2" 1-1/2" 1/2" 1/2"

    MS-1 MOP SINK HALF ROUND DROP FRONT MOPRECEPTORS

    FLORESTONE 99 PROVIDE WITH 5' HOSE (MR-370), FAUCET(MR-371), MOP HANGER (MR-372), STAINLESSSTEEL RIMGUARD (MR-373)

    3" 2" 3/4" 3/4"

    RD-1/OD-1 ROOF DRAIN /OVERFLOW DRAIN

    DURA COATED CAST IRON BODYWITH COMBINATION OF STORM ANDOVERFLOW DRAIN

    ZURN Z164 -- -- -- --

    RR-1 ROOF RECEPTOR DURA COATED CAST IRON BODYWITH COMBINATION MEMBRANEFLASHING CLAMP/DECK RECEPTORFRAME AND INTERNAL DOMESTRAINER

    ZURN Z122 SEEPLAN

    SEEPLAN

    -- --

    RPBP-1 REDUCED PRESSUREBACKFLOWPREVENTER

    LEAD FREE VALVES FORBACKSIPHONAGE ANDBACKPRESSURE PROTECTION

    ZURN 975XL2U PROVIDE WITH AIR GAP FITTINGS AND QT-SET -- -- SEEPLAN

    -- ROUTE DRAIN TOFLOOR SINK

    SH-1 SHOWER NON ADJUSTABLE SHOWER HEADWITH 1.5 GPM FLOW RATE

    GROHE 28 342G PROVIDE WITH TUBULAR SHOWER ARM MODEL27 414, VALVE TRIM MODEL 19 311, PRESSUREBALANCE VALVE MODEL 35 015

    2" 1-1/2" 1/2" 1/2" SEE ARCHITECTURALDRAWING FOR SHOWERPAN DRAIN MODEL

    SH-2 SHOWER RELEXA ULTRA HAND SHOWER WITHMULTI FUNCTION MOUNTINGBRACKETS SERVE AS A HOSE GUIDE

    GROHE 28 917 5 PROVIDE WITH HAND SHOWER WALL UNIONMODEL 28 672, VALVE TRIM MODEL 19 312,PRESSURE BALANCE VALVE MODEL 35 015

    2" 1-1/2" 1/2" 1/2" SEE ARCHITECTURALDRAWING FOR SHOWERPAN DRAIN MODEL

    SK-1 SINK SEAMLESS CONSTRUCTION OF TYPE304, 18-8 STAINLESS STEEL; FULLYCOATED UNDERSIDE FOR SOUNDAND CONDENSATION

    JUST SL-ADA-2231-A-GR FAUCET: JUST MODEL JTR 51 WITH 4"WRISTBLADES; DECK MOUNTED ON 8" ONCENTER; CAST BRASS BODY WITH HEAVY CASTSPOUT ; 1.5 GPM; J-35 DRAIN

    2" 1-1/2" 1/2" 1/2"

    SK-2 SINK CONSTRUCTED OF 14 GA., TYPE 304SS WITH 12" HIGH BACKSPLASH;STAINLESS STEEL TUBULAR LEGSAND ADJUSTABLE BULLET FEET.

    JUST SNSFB-124-12/12 FAUCET: SPEAKMAN MODEL SC-5814; CASTBRASS NOZZLE WITH 3/4" HOSE THREAD, PAILHOOK AND VACUUM BREAKER. J-35 DRAIN SERIES

    2" 1-1/2" 1/2" 1/2"

    TP-1 TRAP PRIMER MIFAB MR-500

    U-1 URINAL HIGH EFFICIENCY SANAGLOSSCEERAMIC GLAZE WITH 0.125 GPF

    TOTO UT105UG FLUSH VALVE: TOTO MODEL TEU1UN12#CP;HYDROPOWER SELF GENERATING SYSTEM WITHMANUAL OVERIDE SYSTEM

    2" 1-1/2" 3/4" --

    U-2 URINAL(ADA)

    HIGH EFFICIENCY SANAGLOSSCEERAMIC GLAZE WITH 0.125 GPF

    TOTO UT105UG FLUSH VALVE: TOTO MODEL TEU1UN12#CP;HYDROPOWER SELF GENERATING SYSTEM WITHMANUAL OVERIDE SYSTEM

    2" 1-1/2" 3/4" --

    WC-1 WATER CLOSET HIGH EFFICIENCY WALL MOUNTEDTOILET WITH SANAGLOSS CERAMICGLAZE WITH 1.28 GPF

    TOTO CT708EG FLUSH VALVE: TOTO MODEL TET1LN32#CP;HYDROPOWER SELF GENERATING SYSTEM WITHMANUAL OVERIDE SYSTEM; SEAT MODEL SC534

    4" 2" 1-1/4" --

    WC-2 WATER CLOSET (ADA) HIGH EFFICIENCY WALL MOUNTEDTOILET WITH SANAGLOSS CERAMICGLAZE WITH 1.28 GPF

    TOTO CT708EG FLUSH VALVE: TOTO MODEL TET1LN32#CP;HYDROPOWER SELF GENERATING SYSTEM WITHMANUAL OVERIDE SYSTEM; SEAT MODEL SC534

    4" 2" 1-1/4" --

    WCO WALL CLEANOUT ROUND STAINLESS STEEL WALLACCESS COVER COMPLTE WITHSECURING SCREW AND BRONZERAISED HEX HEAD PLUG

    ZURN Z1468 -- -- -- --

    WHA-1 WATER HAMMERARRESTER

    ZURN Z1700 SERIES -- -- -- --

    NOTES:

    PLUMBING FIXTURE SCHEDULEBASIS OF DESIGN CONNECTION

    * UNLESS NOTED OTHERWISE ON DRAWINGS

    WH-1 INDIRECT WATER HEATER HYDRONICS ROOM CEMLINE V120SPH2000-DW 120 120 1 DOUBLE WALL WITH SOLID STATE CONTROL MODULE ANDCONNECTION TO THE BAS; STORAGE TANK DIMENSION 24"DIA. x 63" HEIGHT

    CP-1/CP-2 CIRCULATING PUMP HYDRONICS ROOM BELL & GOSSETT PL-55B 277 1.9

    ET-1 EXPANSION TANK HYDRONICS ROOM BELL & GOSSETT PTA-30V

    NOTES:

    PLUMBING EQUIPMENT SCHEDULE SCHEDULE

    SYMBOL EQUIPMENT TYPE LOCATION / SERVING

    BASIS OF DESIGN TANKCAPACITY(GALLONS)

    ELECTRICAL

    COMMENTSMFR MODEL VOLTS PH AMPS WATTS

    2013 CPC

    PRIVATE PUBLIC PUBLIC PRIVATE PUBLIC PUBLIC TOTAL

    INDIVIDUAL GENERAL HEAVY USE INDIVIDUAL GENERAL HEAVY-USE FIXTURE

    DWELLING USE ASSEMBLY DESCRIPTION DWELLING USE ASSEMBLY UNITS

    0 2 0 CLOTHESWASHER, DOMESTIC 3.00 3.00 3.00 6.00

    0 3 0 DRINKING FOUNTAIN OR WATER COOLER 0.50 0.50 1.00 1.50

    0 0 0 FOOD-WASTE-GRINDER, COMMERCIAL 0.00 3.00 3.00 0.00

    0 20 0 FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0.00

    0 1 0 KITCHEN SINK, DOMESTIC W/ONE 1 1/2" TRAP 2.00 2.00 0.00 2.00

    0 24 0 LAVATORY, SINGLE 1.00 1.00 1.00 24.00

    0 3 0 RECEPTOR, INC. WASTE, 3" TRAP 7-4 0.00 4.00 4.00 12.00

    0 2 0 SERVICE SINK OR MOP BASIN, 3" TRAP 0.00 3.00 0.00 6.00

    0 24 0 SHOWER, STALL, 2" TRAP 2.00 2.00 2.00 48.00

    0 1 0 SINK, GENERAL, 2" TRAP 3.00 4.00 4.00 4.00

    0 0 0 SINK, GENERAL, 3" TRAP 0.00 6.00 6.00 0.00

    0 8 0 URINAL, 1.0 GPF 2.00 2.00 5.00 16.00

    0 28 0 WATER CLOSET, 1.6 GPF, FLUSHOMETER VALVE 3.00 4.00 6.00 112.00

    TOTAL 231.50

    PIPE SIZE 6"

    SANITARY DRAINAGE

    CALCULATIONSFIXTURE QUANTITY TABLE 7-3

    PRIVATE PUBLIC PRIVATE PUBLIC TOTAL (.75)

    INDIVID. GENERAL INDIVIDUAL GENERAL COLD HOT

    DWELLING USE DESCRIPTION DWELLING USE WATER WATER

    2 SINK 1.00 2.00 4.00 3.00

    24 BATHTUB OR COMB. BATH/SHOWER 4.00 2.00 48.00 36.00

    2 CLOTHESWASHER, DOMESTIC 4.00 4.00 8.00 6.00

    3 DRINKING FOUNTAIN OR WATER COOLER 0.00 0.50 1.50 0.00

    1 HOSE BIBB 2.50 2.50 2.50 0.00

    HOSE BIBB (HW/CW) 2.50 2.50 0.00 0.00

    5 HOSE BIBB, EACH ADDITIONAL 1.00 1.00 5.00 0.00

    24 LAVATORY 1.00 1.00 24.00 18.00

    2 SERVICE SINK OR MOP BASIN (3" TRAP) 0.00 3.00 6.00 4.50

    8 URINAL, 1.0 GPF 0.00 4.00 32.00 0.00

    28 WATER CLOSET, 1.6 GPF, FLUSHOMETER VALVE 5.00 5.00 140.00 0.00

    TOTAL FIXTURE UNITS 271.00 67.50

    FLOW IN GPM 108 GPM 36 GPM

    SERVICE SIZE FROM BUILDING PIPING 4" 2-1/2"

    WATER SERVICE

    CALCULATIONS

    EFORPDERETSI

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    No. 030802

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    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

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    CONTACT

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    SHEET NO:

    DATE:

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    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

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    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    SCHEDULES - PLUMBING

    P0.02

    1.12.2015

    1089-0001

    DSA SUBMITTAL

  • EFORPDERETSI

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    LANOISS

    C A L I FOR

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    No. 030802

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    E C H A N ICA

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    OZ L

    . JANSSE

    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    SITE PLAN - PLUMBING

    P1.01

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    0' 4' 8' 16'

    1" = 20'-0"

    1 SITE PLAN - PLUMBING

    SHEET KEYNOTES1 XXX

  • Tectonic Cop

    yright 2007

    Tectonic Cop

    yright 2007

    Tectonic Cop

    yright 2007

    Tectonic Cop

    yright 2007

    Tectonic Cop

    yright 2007

    Tectonic Cop

    yright 2007

    Tectonic Cop

    yright 2007

    Tectonic Cop

    yright 2007

    E F GA.5 F.2 JH

    5

    6

    7

    8

    9

    B C DA

    1

    2

    3

    4

    ELEV.

    E1.1

    HALL

    167

    PUBLIC WOMEN'SRESTROOM

    122

    SPECTATOR GYMNASIUM

    160

    PUBLIC MEN'S RESTROOM

    126

    MEN'S TEAM SHOWER

    147

    FOOTBALL LOCKER ROOM

    146

    TEAM DRESSING ROOM

    148

    VEST.

    149

    TEAM DRESSING ROOM

    155HYDRONICS

    157

    WOMEN'S STUDENTLOCKERS

    129

    MEN'S STUDENT LOCKERS

    132

    MULTIPURPOSE CLASSROOM

    141

    SOUTH CORRIDOR

    150

    TRAINING ROOM

    138

    EQUIPMENT STORAGE

    133

    TICKETS/ CONCESSIONS

    124

    TELECOM

    125

    LOBBY

    101

    6" W(IE=-3'-4")

    6" SDP.O.C

    4" SDP.O.C

    GAS LINEP.O.C

    4" CWP.O.C

    6" SDP.O.C

    6" SDP.O.C

    4" W(IE=-2'-6")

    6" SDP.O.C

    ELEC.

    136

    TRAINING STAFF ROOM

    139

    JAN.

    140

    MEN'S TEAM TOILETS

    145

    MENS

    106

    WOMENS

    107

    DEAN'S OFFICE

    104

    OFFICE

    103 OPEN OFFICE

    102

    OFFICE

    110

    OFFICE

    109

    OFFICE

    111OFFICE

    112

    OFFICE

    113

    MACH. ROOM

    120

    RISER

    123

    FD-1

    FCO

    FCO

    FCO

    FCOFCO

    FCOFCO

    4" SDP.O.C

    4" W(IE=-3'-3")

    FF=0'-0"

    4" W(IE=-1'-8")

    4" W(IE=-1'-8")

    4" W(FCO)(IE=-1'-8")

    4" W(IE=-3'-4")

    4" W(IE=-3'-5")

    4" W(IE=-1'-8")

    WCO

    TPTP

    TP

    WCO

    WCO

    FCO

    FCO

    FCO

    FCO

    FCOFCO

    4"

    WCO

    FCO

    TPTP

    TP

    TP

    TP

    TP

    TPTPTP

    FCO

    TP

    TP

    FCO

    FCO

    FCO

    SH

    SH

    WC

    L4"

    4"

    FCO

    FCO

    WC

    WCWCWCWCU

    WC WC WC WC WC WC WC WC WC

    UUU

    L L

    6" W

    4"

    4"

    4"

    L L

    3"

    4"

    4"SH SH

    SH

    SHSH

    SH

    WC

    WC

    WCWC

    WC

    WC

    U U

    3"

    SHSHL

    3"

    DF

    FCO

    WCO

    FCO

    TP

    2" 2"

    2"2"

    3"

    3"

    3"

    4"

    4"

    4"

    4"SK

    4" W(IE=-1'-8")

    MS

    FD

    FDFD

    FD

    FDFD

    FD

    FDFD

    FD

    DF

    FSK

    FSK

    FDFD

    SHSHSHSH

    FD

    FD

    SH

    SH

    SH

    L

    WC

    U

    UWC

    4"

    3"

    3"

    4"

    FD

    FD

    FD

    SHSHSHSH

    SH SHSH

    FD

    FD

    SK

    WC

    WC WC WC

    FD

    FD

    4"

    4"

    3"

    3"TP

    TP

    FSK

    GAS (300CFH ) FROMGAS MAIN SUPPLY

    4" CW (350FU) FROMCITY WATER MAIN

    3" W UP

    7

    P7.01

    EFORPDERETSI

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    No. 030802

    M

    E C H A N ICA

    L

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    RM

    OZ L

    . JANSSE

    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    UNDERGROUND PLAN -PHYSICAL EDUCATIONBUILDING - PLUMBING

    P2.01

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    0' 4' 8' 16'

    1/8" = 1'-0"

    1 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING

  • ELEV.

    E1.1

    HALL

    167

    PUBLIC WOMEN'SRESTROOM

    122

    SPECTATOR GYMNASIUM

    160

    PUBLIC MEN'S RESTROOM

    126

    MEN'S TEAM SHOWER

    147

    FOOTBALL LOCKER ROOM

    146

    VEST.

    149

    TEAM DRESSING ROOM

    155

    HYDRONICS

    157

    WOMEN'S STUDENTLOCKERS

    129

    MEN'S STUDENT LOCKERS

    132

    MULTIPURPOSE CLASSROOM

    141SOUTH CORRIDOR

    150

    TRAINING ROOM

    138

    EQUIPMENT STORAGE

    133

    TICKETS/ CONCESSIONS

    124

    TELECOM

    125

    LOBBY

    101

    DSN-1

    P4.01

    3

    P4.01

    2

    P4.02

    1

    P4.01

    1

    2" CW

    E F GA.5 F.2 JH

    5

    6

    7

    8

    9

    ELEC.

    136

    TRAINING STAFF ROOM

    139

    JAN.

    140

    MEN'S TEAM TOILETS

    145

    MENS

    106

    WOMENS

    107

    DEAN'S OFFICE

    104

    OFFICE

    103

    OPEN OFFICE

    102

    OFFICE

    110

    OFFICE

    109

    OFFICE

    111OFFICE

    112

    OFFICE

    113

    MACH. ROOM

    120

    RISER

    123

    B C D

    1" HW

    A

    1

    2

    3

    43" CW(218FU)

    3/4" HWR(3GPM)

    1-1/2" HW(28FU)

    3" CW(253FU)

    1" HWR(6GPM)

    2" HW(49FU)

    3/4" HWR

    2" CW(18FU)

    3/4" HWR(3GPM)

    1" HW(8FU)

    2" CW (21FU) UP

    3/4" HWR (3GPM) UP

    1" HW (11FU) UP

    GYM EQUIPMENT

    134

    OFFICE

    135

    1/2" CW

    3" CW(239FU)

    1" HWR(6GPM)

    2" HW(39FU)

    2

    3

    3/4" RPBP-1

    3/4" CW &3/4" HW (7FU)

    1/2" CW &1/2" HW

    3/4" CW (9FU)

    4

    5

    2" HW

    3" CW (342FU)

    1-1/4" HWR (10GPM)

    2-1/2" HW (82FU)

    3" CW (297FU)

    1" HWR (8GPM)

    2" HW (65FU)

    1

    TP-1

    2" V UP

    2" V UP

    1" CW (11FU)

    DF-1

    MS-1

    FSK-1

    FSK-1

    SK-1

    FD-1

    FD-1

    FD-1

    FD-1

    FD-1

    64" SD/OD

    7

    66" SD/OD

    DSN-17

    2" V2" V

    DF

    3/4"CD

    3/4"CD

    8

    3/4

    "CD

    8

    9

    9

    9

    9

    10

    10

    10

    TEAM DRESSING ROOM

    148

    WOMEN'S STUDENTRESTROOM

    130

    STAFF LOCKER

    105

    STAFF LOCKER

    108

    4

    P7.01

    4

    P7.01

    SDOD

    11

    11

    HB-2

    11

    3"

    4"

    4"

    3/4" CW UP

    EFORPDERETSI

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    LANOISS

    C A L I FOR

    N IAS T A T E O F

    No. 030802

    M

    E C H A N ICA

    L

    HO

    RM

    OZ L

    . JANSSE

    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    1ST FLOOR PLAN -PHYSICAL EDUCATIONBUILDING - PLUMBING

    P2.02

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    0' 4' 8' 16'

    1/8" = 1'-0"

    1 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING

    SHEET KEYNOTES1 GAS METER WITH REGULATOR & EARTHQUAKE VALVE.

    2 THERMOSTATIC MIXING VALVE WITH VACUUM BREAKER FOR MOBILEWHIRL POOL.

    3 THERMOSTATIC MIXING VALVE WITH VACUUM BREAKER FOR DUAL TANKHYDROTHERAPY CONSOLE.

    4 1/2" CW TO ICE MAKER.

    5 1/2" CW & 1/2" HW DN.

    6 SD/OD DN.

    7 TERMINATE OD 16" AFF WITH DSN-1. SEE SHEET 6/P7.01.

    8 3/4" CD DN & TERMINATE TO SINK TAILPIECE. SEE DETAIL SHEET 5/P7.01.

    9 PROVIDE 3/4" CD TO MECHANICAL UNIT. SEE MECHANICAL DWG. FOREXACT UNIT LOCATION

    10 PROVIDE SECONDARY DRAIN PAN WITH 2" LIP (AROUND PAN) ANDTERMINATE 3/4" CONDENSATE DRAIN 2" BELOW CEILING WITHESCUTCHEON PLATE.

    11 SD/OD FROM ABOVE

  • CORRIDOR

    201

    E F GA.5 F.2 JH

    5

    6

    7

    8

    9

    TERRACE

    T1

    ELEV.

    E1.1

    JANITOR

    203STAIR 1

    S1

    B C DA

    1

    2

    3

    4

    1" HW

    2" CW

    6" SD/6" ODDN (7500 SF)

    6" SD/6" OD DN (7500 SF)

    4" SD/4" OD(3200 SF)

    4" SD/4" OD(3400 SF)

    6" SD/6" OD(3900 SF)

    1

    3/4

    "3/4

    "

    1" HW (11FU)

    2" CW (21FU)

    3/4" HWR (3GPM)

    2" V UP

    2" VTR

    2" VTR

    EXERCISE LAB

    205

    SPECTATOR GYMNASIUM

    160

    STAIR 1

    S1

    FITNESS CENTER

    202

    4" VTR

    4" VTR3" V UP

    2" VTR

    MS-1

    DF-1

    OD

    SD

    OD

    SD

    OD

    SD

    OD

    SD

    SDOD

    2 4" SD/OD 2 4" SD/OD 2 4" SD/OD

    2 4" SD/OD2 4" SD/OD2 4" SD/OD2 4" SD/OD

    2 4" SD/OD

    2 6" SD/OD

    2" VUP

    3" W

    3" W DN

    RR

    SD

    OD2 3" SD/OD3" SD/3" OD

    DN (1200 SF)

    FITNESS CENTER

    202

    CORRIDOR

    201

    3/4" CW UP

    EFORPDERETSI

    GE R

    REEN

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    LANOISS

    C A L I FOR

    N IAS T A T E O F

    No. 030802

    M

    E C H A N ICA

    L

    HO

    RM

    OZ L

    . JANSSE

    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    2ND FLOOR PLAN -PHYSICAL EDUCATIONBUILDING - PLUMBING

    P2.03

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    0' 4' 8' 16'

    1/8" = 1'-0"

    1 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING

    1 3/4" CW & 3/4" HW DN TO JANITOR SINK.

    SHEET KEYNOTES

    2 SD/OD FROM ABOVE ROOF.

  • E F GA.5 F.2 JH

    5

    6

    7

    8

    9

    B C DA

    1

    2

    3

    4

    AHU-1

    W

    6" RD-1 (3800 SF)6" OD-1

    4" RD-1 (2500 SF)4" OD-1

    4" RD-1 (2500 SF)4" OD-1

    4" RD-1 (2500 SF)4" OD-1

    4" RD-1 (2500 SF)4" OD-1

    4" RD-1 (2500 SF)4" OD-1

    4" RD-1 (2500 SF)4" OD-1

    4" RD-1 (2600 SF)4" OD-1

    4" RD-1 (2900 SF)4" OD-1

    4" RD-1 (1800 SF)4" OD-1

    4" RD-1 (3200 SF)4" OD-1

    4" RD-1 (3400 SF)4" OD-1

    6" RD-1 (3900 SF)6" OD-1

    4" VTR

    4" VTR

    2" VTR

    2" VTR

    4" VTR4" VTR

    3" VTR

    2" VTR

    3'' VTR

    2" VTR

    3" RR-1

    1-1/4" CD

    1-1/4" CD

    3" RR-1

    2" VTR

    1" CD

    3" RD-1 (1200 SF)3" OD-1

    HB-3

    HB-3

    EFORPDERETSI

    GE R

    REEN

    IGN

    E

    LANOISS

    C A L I FOR

    N IAS T A T E O F

    No. 030802

    M

    E C H A N ICA

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    HO

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    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    C

    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    ROOF PLAN - PLUMBING

    P2.04

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    0' 4' 8' 16'

    1/8" = 1'-0"

    1 ROOF PLAN - PHYSICAL EDUCATION BUILDING - PLUMBING

  • MEN'S TEAM TOILETS

    145

    MEN'S TEAM SHOWER

    147

    8

    9

    WC-2

    L-2

    SH-2SH-1SH-1SH-1

    L-2L-2

    U-1 U-2

    WC-1

    SH-1

    SH-1 SH-1

    D

    1-1/4" CW (18FU)

    FD-1

    FD-1

    TP-1

    2

    S

    1/2" HWR (2GPM)

    2" CW (44FU)

    1/4" HW (16FU)

    HB-1

    3/4" CW

    1" HW (10FU)

    1/2" CW(TYP.)

    1" CW(8FU)

    3/4"

    3/4"

    4

    1" CW (14FU)

    1-1/4" HW (16FU)

    FCO

    DF-2 8

    2" V

    3" V

    3" V

    2"2" V

    4" VTR

    SDOD

    RR

    2" VTR

    MENS

    106

    WOMENS

    107

    STAFF LOCKER

    108

    A.5

    S

    DSN-1

    WC-2

    WC-2

    L-2

    L-2

    SH-2

    SH-2

    1-1/2" V

    3'' VTR

    2'' V

    WHA-1

    B

    2

    3

    2" CW(18FU)

    2

    3

    1

    1/2"

    1"

    1

    3/4" HWR(3GPM)

    1" HW(8FU)

    1" HW, 1/2" CW& 3/4" HWR

    OD

    SD

    9 6"

    10

    1-1/2"

    2" HB-1

    HB-1

    SD

    OD

    3" SD/OD

    WOMEN'S TEAM TOILETS

    153

    HYDRONICS

    157

    A.5

    8

    9

    B

    WC-2

    L-2

    SH-2

    SH-1SH-1SH-1

    L-2L-2

    WC-1

    SH-1 SH-1SH-1

    WC-1 WC-1

    SK-2

    1-1/2"

    1 1/4" CW (18FU)

    A

    4" SD/OD

    FCO

    1/2" HWR (2GPM)

    2" CW (45FU)

    1/4" HW (17FU)

    1/2"

    1" HW(10FU)

    1/2" CW(TYP.)

    TP-1

    3" VTR

    TP-2

    1 1/4" HWR (10GPM)

    2 1/2" HW (82FU)

    3" CW (342FU)

    CP-1

    CP-2

    G

    G

    1 1/4" G(300CFH)

    2 1/2"

    5

    6

    3/4" CW3/4" HW

    ET-1

    STORAGETANK

    4" (350FU)

    4" CW7

    3/4"

    3/4"

    4

    HB-1

    1 1/4" HW(16FU)

    1" CW(14FU)

    1" CW(8FU)

    S

    FSK-2

    FD-2

    DF-2 8

    WH-1

    2 1/2"

    FD-1

    FD-1

    FD-1

    6

    10DSN-1

    OD

    SD

    2"

    2"

    3"

    3"

    2"

    4" VTR

    2"SS

    HB-1

    LAUNDRY

    159

    VEST.

    152

    WOMEN'S TEAM SHOWER

    156

    LAUNDRY

    159

    EFORPDERETSI

    GE R

    REEN

    IGN

    E

    LANOISS

    C A L I FOR

    N IAS T A T E O F

    No. 030802

    M

    E C H A N ICA

    L

    HO

    RM

    OZ L

    . JANSSE

    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    ENLARGED PLANS ANDSECTIONS - PLUMBING

    P4.01

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    0' 4' 8' 16'

    1/4" = 1'-0"

    2 ENLARGED MENS TEAM BATHROOM - 1ST FLOOR - PLUMBING

    0' 4' 8' 16'

    1/4" = 1'-0"

    1 ENLARGED RESTROOM - 1ST FLOOR - PLUMBING0' 4' 8' 16'

    1/4" = 1'-0"

    3 ENLARGED WOMENS TEAM BATHROOM - 1ST FLOOR - PLUMBING

    SHEET KEYNOTES1 1/2" CW & 1/2" HW DN TO SHOWER.

    2 2" CW DN WITH SHUT-OFF VALVE & ACCESS PANEL.

    3 1/2" HW DN WITH SHUT-OFF VALVE & ACCESS PANEL.

    4 3/4" CW & 3/4" HW DN WITH SHUT-OFF VALVE & ACCESS PANEL.

    5 1" CW & HW DN TO WASHERS.

    6 1 1/4" G DN TO DRYERS.

    7 180°F BOILER WATER INLET & OUTLES REFER TO MECHANICALDWG. FOR CONTINUATION.

    8 PROVIDE 1/2" CW (WITH SOV), 2" W & 1-1/2" V FOR DF-2. CONNECT ALLPIPING INSIDE PLUMBING CHASE.

    9 SD/OD DN.

    10 TERMINATE OD 16" AFF WITH DSN-1.

  • PUBLIC WOMEN'SRESTROOM

    122

    PUBLIC MEN'S RESTROOM

    126

    WOMEN'S STUDENTLOCKERS

    129

    MEN'S STUDENT LOCKERS

    132MEN'S STUDENT RESTROOM

    131

    WOMEN'S STUDENTRESTROOM

    130

    G JH

    6" SDP.O.C

    6" WP.O.C

    S

    L-2

    L-2

    L-2 L-2 L-2

    L-1 L-1L-2L-1

    L-2

    WC-1WC-1WC-1WC-1WC-1WC-1WC-1WC-1 WC-2

    WC-2WC-1WC-1WC-1WC-1

    U-1U-1U-1U-2

    SH-1

    SH-1SH-1

    SH-1

    SH-1

    SH-1

    SH-2

    SH-2

    WC-1 WC-1

    WC-1

    WC-2

    WC-2

    WC-1

    U-1

    U-2

    DF-1

    S

    WHA-1

    WHA-1

    FCO

    3" V UP

    1" CW(13FU)

    2

    3

    4

    L-2

    L-1 L-1 L-1

    12 TP-1

    HB-1

    TP-1

    2" CW(58FU)

    HB-1

    HB-1

    HB-1

    2"CW(62FU)

    3/4

    "

    1-1/2"HW(22FU)

    3/4"

    1-1/4"HW(16FU)

    3/4"CW(4FU)

    1-1/4"HW(13FU)

    1

    1"HW(7FU)

    3/4"HWR(3GPM)

    3/4"CW(6FU)

    3

    (132FU)

    1

    1" HWR(3GPM)

    2-1/2" CW(138FU)

    2-1/2" CW(151FU)

    1/2"

    2" CW(66FU)

    3" CW(218FU)

    3/4" HWR(3GPM)

    1-1/2" HW(28FU)

    FD-1 FD-1

    FD-1FD-1

    FD-1

    FD-1

    FD-1

    FD-1

    FD-1

    FD-1

    DSN-1

    TP-1

    TP-1

    L-2L-2

    2" V

    3" V3" V

    4" V2" V

    4" V UP

    2" V1-1/2" V

    2" V

    3" V

    3" V

    SD

    OD

    OD

    SD

    SD

    OD

    4 6" SD/OD

    5

    3" WMS

    3" W UP

    3" W DN

    EFORPDERETSI

    GE R

    REEN

    IGN

    E

    LANOISS

    C A L I FOR

    N IAS T A T E O F

    No. 030802

    M

    E C H A N ICA

    L

    HO

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    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

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    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    ENLARGED PLANS ANDSECTIONS - PLUMBING

    P4.02

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    0' 2' 4' 8'

    1/4" = 1'-0"

    1 ENLARGED 1ST FLOOR -PLUMBING PLAN

    SHEET KEYNOTES1 3/4" CW & HW DN WITH SHUT-OFF VALVE AND ACCESS PANEL.

    2 1/2"CW & HW DN WITH SHUT-OFF VALVE AND ACCESS PANEL.

    3 2-1/2" CW DN WITH SHUT-OFF VALVE AND ACCESS PANEL.

    4 SD/OD DN.

    5 TERMINATE OD 16" AFF WITH DSN-1.

  • NOTE:

    TYPE III

    DRY AREA

    1" TO 2" CLEARANCE

    FLOOR PENETRATION SEAL

    STANDARD LINK SEAL TYPE

    FINISHED

    PIPE SLEEVE

    SPACE W/ASPHALT MASTIC

    AROUND PIPE, FILL

    WET AREA

    TYPE I

    PIPE SLEEVE

    FLOOR

    FINISHED

    FLOOR/WALL

    WET/DRY AREA

    SPACE W/ASPHALT MASTIC

    AROUND PIPE, FILL

    1" TO 2" CLEARANCE

    TYPE II

    ANCHOR COLLAR

    WATER STOP AND

    8 TYPICAL MEMBRANE

    WATERPROOF FLOOR/WALL PENETRATION

    TP

    SEWER

    V 2"V

    4" P-TRAP WITHTRAP PRIMERCONNECTION

    1/2" TP SEE PLAN FORCONTINUATION

    CONCRETE SLAB

    SPR. DRAIN RISER

    1" AIR GAP

    6"Ø STEEL STAND PIPE

    PIPE CLAMP

    A

    B

    4"

    2-1/2"

    1/4"

    4"MIN.

    CONDENSATE DRAINDOWN IN WALL.

    C.P. ESCUTCHEON.

    3/4" COPPER DRAIN FROMFURNACE.

    3/4" I.D. APPROVED HOSEAND S.S. HOSE CLAMPS.

    P-TRAP.

    ADJUST ROUGH-INHEIGHT AS REQ'D.

    CABINET TOP.

    2 PIPE THRU SLAB ON GRADENO SCALE

    36"

    NO SCALE

    5 CONDENSATE DRAIN LOCATION NO SCALE

    4 PUMPED CONDENSATE DRAIN CONNECTION NO SCALE

    3 CONDENSATE TRAPNO SCALE

    6 OVERFLOW DRAIN CAP COVER DETAIL @ EXTERIOR WALL

    1 WATER HEATER NO SCALE

    7 SPRINKLER HUB DRAIN DETAIL

    HOT WATER OUTLET

    BOILER WATER IN

    DRAIN

    BOILER WATER OUT

    EXPANSION

    TANK

    COLD

    RECIRCULATION

    SUPPLY

    WATER

    HOUSE

    VALVE

    RELIEF

    NOTE: SUGGESTED PIPING DESIGN. DESIGNER SHOULD

    CHECK WITH LOCAL CODES TO VERIFY COMPLIANCE.

    PIPE ALL RELIEF VALVES TO DRAIN

    3/4"CD

    CD

    CD DISCHARGE FROMCONDENSATE PUMP

    3" MINIMUM

    DRAIN PAN

    DRAIN LINE SHALL BE ATLEAST SAME SIZE AS THENIPPLE ON THE DRAIN PAN

    SLOPE DOWN TOWARD DRAIN

    CLEAN OUT (TYP.)

    SEE PLAN FOR CONTINUATION

    DIMENSIONS

    UNIT TYPE "A" "B"

    DRAW THRU 1.0 x S.P. 1.5 x S.P.

    BLOW THRU 1" MIN. 2.0 x S.P.

    SP = STATIC PRESSURE IN PAN

    SEE PLAN FOR CONTINUATION

    LS MODEL (S-316)

    ELASTOMERIC SEAL ELEMENT

    CAST IRON

    EXTERIOR WALL

    STAINLESS STEEL OVERFLOW

    DRAIN & COVER

    WALL

    INTERIOR

    NO SCALE

    PIPE

    WATER TIGHT LINK-SEAL

    TOP OF SLAB

    CONCRETE SLAB ON GRADE

    CORE OR SAND CUTSLAB AS REQ'D

    SAND

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    LANOISS

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    N IAS T A T E O F

    No. 030802

    M

    E C H A N ICA

    L

    HO

    RM

    OZ L

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    NS

    E N G I N E E R I N G

    I N T E R F A C E

    TEL

    FAX

    PROJECT

    CONTACT

    www.interfaceengineering.com

    717 Market Street

    Suite 500

    San Francisco, CA 94103

    415.489.7240

    415.489.7289

    SHEET NO:

    DATE:

    PROJECT NO:

    THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

    THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

    CONSULTANT

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    6910 5 31112 8 7 4 2 1

    NO. ISSUE DATE

    ARCHITECT'S STAMP APPROVAL

    Hasan Shah

    2014-0174

    SAN JOSE CITYCOLLEGE

    PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

    SAN JOSE, CALIFORNIA

    DETAILS - PLUMBING

    P7.01

    1.12.2015

    1089-0001

    DSA SUBMITTAL

    SheetsP0.01 - PLUMBING SYMBOLS LISTS, GENERAL NOTES AND SHEET INDEXP0.02 - SCHEDULES - PLUMBINGP1.01 - SITE PLAN - PLUMBINGP2.01 - UNDERGROUND PLAN - PHYSICAL EDUCATION BUILDING - PLUMBINGP2.02 - 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBINGP2.03 - 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - PLUMBINGP2.04 - ROOF PLAN - PLUMBINGP4.01 - ENLARGED PLANS AND SECTIONS - PLUMBINGP4.02 - ENLARGED PLANS AND SECTIONS - PLUMBINGP7.01 - DETAILS - PLUMBING


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