p0 - sjeccd plumbing.pdf · opa-0003: the superstrut seismic restraint system. 4. opa-0114: the...

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

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www.interfaceengineering.com

717 Market Street

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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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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

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415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

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2014-0174




SCHEDULES - PLUMBING

P0.02

1.12.2015

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CONTACT


717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

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2014-0174




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

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717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


Hasan Shah

2014-0174




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


122

SPECTATOR GYMNASIUM

160


126

MEN'S TEAM SHOWER

147

FOOTBALL LOCKER ROOM

146

VEST.

149

TEAM DRESSING ROOM

155

HYDRONICS

157


129


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

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717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


Hasan Shah

2014-0174




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

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717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


Hasan Shah

2014-0174




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

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717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


Hasan Shah

2014-0174




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

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717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


Hasan Shah

2014-0174




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.


122


126


129


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

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717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


Hasan Shah

2014-0174




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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717 Market Street

Suite 500


415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

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C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


Hasan Shah

2014-0174




DETAILS - PLUMBING

P7.01

1.12.2015

1089-0001

DSA SUBMITTAL

p0 - sjeccd plumbing.pdf · opa-0003: the superstrut seismic restraint system. 4. opa-0114: the...

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