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All drawings and written materialappearing herein constitute originaland unpublished work of Anderson-Brulé Architects and may not beduplicated without the writtenconsent of Anderson-BruléArchitects. ©

SHEET TITLE:

DATE:

PROJECT NO.

PROJECT TITLE:

A N D E R S O N B R U L É

A R C H I T E C T S. . . . . . . . . . . . . . . . . .

325 South First Street, 4th FloorSan Jose, California 95113

408.298.1885 | www.aba-arch.com

STAMP:

CONSULTANTS LOGO:

02/27/2020

20190254

Roseland LibraryTI

NO. DATE REVISIONS

THE

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fx. (707) 251-1432ph. (707) 251-1468

AE Project # : Napa, California 94559-17031712 Jefferson St.

www.axiomengineers.com

CONSULTING ENGINEERS

ENGINEERSSM

20190254

EXP. JUNE 30, 2021

EL

OC

D.DNOMYA

R

LACINAHCEMAINROFILACFOETATS

F LANOISSEORP

ENG

REGI

STER

ED

INEER

No. M21229

470 SEBASTOPOL ROADSANTA ROSA, CA

SCALE: NONE

M610

DETAILSMECHANICAL

FACTORY GRILLE

CEILING

ATTACH FAN MOUNTING FLANGE TO BLOCKINGWITH TWO (2) #10 WOOD SCREWS AT EACHSIDE OF FAN

EXHAUST FAN, FOR LOCATIONS, SEE PLANS

TRANSITION TO DUCT SIZE AT 15° MAXIMUMEACH SIDE

NO SCALE

1

M6.1

EXTEND THROUGH ROOF, TERMINATE WITHFACTORY ROOF CAP

1" WIDE x 16 GAUGE STRAPS WITH 3/16" REDHEADTAPCON SCREWS AT CONCRETE DECK, TWO (2) #10WOOD SCREWS AT WOOD, TWO (2) #10 SELF-TAPPINGSHEET METAL SCREWS AT METAL DECK

CEILING MOUNTED EXHAUST FAN

DUCT HANGERS DETAILSNO SCALE

4

M6.1

ROUND DUCT HANGER

RECTANGULAR DUCT HANGER

2" MAX

61" AND OVER60" MAX30" MAX

THESE TWO HANGERS ARE TO BE USED ON DUCTS 25"øAND LARGER (MAY BE USED ON SMALLER DUCTS)

THIS HANGER IS FOR DUCTS 24"øAND SMALLER

3/8"ø ROD OR 1" x 16GAUGE HANGERSTRAP, TYP.

NUT AND LOCKNUT

1 1/8" x 12 GAUGE SPLIT RINGCOLLAR AROUND DUCT

EACH STRAP ADJACENT TO ONEANOTHER AT HANGER LOCATION, TYP.

1" x 16 GAUGE HANGERSTRAP, TYP.

1/4" BOLT, NUT AND STAR WASHER, TYP.

1" x 16 GAUGEHANGER STRAP

1" x 16 GAUGECONTINUOUS COLLARDRAWN TIGHTAROUND DUCT

1" x 16 GAUGE CONTINUOUSHANGER STRAP, TYP.

3/8"ø ROD OR 1" x 16GAUGE STRAP, TYP.

1" x 18 GAUGE STRAPOVER DUCT, TYP.

1/2"ø ROD, TYP.

2" x 2" x 1/8" ANGLETOP AND BOTTOM

TRIM AT 45° ANGLE, TYP.

SHEET METAL SCREWS, TYP.

NOTES:1. REFER TO SPECIFICATIONS AND X/M6.X FOR HANGER SPACING.

2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL ENGINEERS REQUIREMENTS AND WEIGHT LIMITATIONS.

3. PROVIDE SWAY BRACING PER SMACNA SEISMIC GUIDELINES.

4. FOR ATTACHMENTS TO STRUCTURE, SEE X/M6.X.

DUCT THROUGH ROOFNO SCALE

2

M6.1

WEATHERPROOF DUCT

2" DEEP GOVERNMENT CLIP

2x6 WOOD CURBALL AROUND OPENING

DUCT

2x4 FRAMED OPENING ALLAROUND DUCT, SECURE BETWEENROOF JOIST WITH JOIST HANGER

ROOF SHEATHING

ROOFING

26 GAUGE GALVANIZED IRON FLASHINGSECURE TO CURB WITH LAG SCREWS

WOOD CANT STRIP

IN-LINE FAN MOUNTINGNO SCALE

3

M6.1

NEOPRENE HANGINGISOLATOR

3/8"ø THREADED ROD

SUPERSTRUT 540 BEAM CLIP WITH3/8"ø MACHINE BOLT TYP.

4x6 BLOCKING WITH SIMPSONU SERIES HANGERS

DUCT, FOR SIZES AND LOCATIONS,SEE PLANS

CONNECT ROD TO FACTORYBRACKETS WITH DOUBLE NUTSAND WASHERS

4x6 BLOCKING WITH SIMPSONU SERIES HANGERS

SUPERSTRUT C-749-N SERIESBRACKET, TYP.

1" x 1" x 1/4" ANGLE

SUPERSTRUT E-142-1/2 x 15/16BOLTS WITH AC-100-1/2 CLAMPNUT, TYP.

FLEX CONNECTOR, TYP.

EXHAUST FAN. FORLOCATIONS, SEE PLANS

Febr

uary

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202

0 8:

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All drawings and written materialappearing herein constitute originaland unpublished work of Anderson-Brulé Architects and may not beduplicated without the writtenconsent of Anderson-BruléArchitects. ©

SHEET TITLE:

DATE:

PROJECT NO.

PROJECT TITLE:

A N D E R S O N B R U L É

A R C H I T E C T S. . . . . . . . . . . . . . . . . .

325 South First Street, 4th FloorSan Jose, California 95113

408.298.1885 | www.aba-arch.com

STAMP:

CONSULTANTS LOGO:

02/27/2020

20190254

Roseland LibraryTI

NO. DATE REVISIONS

THE

USE

OF T

HESE

PLA

NS A

ND SP

ECIF

ICAT

IONS

SHAL

L BE

REST

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fx. (707) 251-1432ph. (707) 251-1468

AE Project # : Napa, California 94559-17031712 Jefferson St.

www.axiomengineers.com

CONSULTING ENGINEERS

ENGINEERSSM

20190254

EXP. JUNE 30, 2021

EL

OC

D.DNOMYA

R

LACINAHCEMAINROFILACFOETATS

FLANOISSEORP

ENG

REGI

STER

ED

INEER

No. M21229

470 SEBASTOPOL ROADSANTA ROSA, CA

SCALE: AS SHOWN

P001

LEGEND, SCHEDULES,NOTES, AND

ABBREVIATIONSPLUMBING

DRAWINGS

VENT THROUGH ROOF

COORDINATE

WATER HAMMER ARRESTOR

GRADE CLEAN-OUT/FLOOR CLEAN-OUT

WHA

POINT OF CONNECTION

THERMOMETER

HOSE BIBB

WALL CLEAN-OUT

POC

GCO/FCO

HB

WCO

BALL VALVE

CONTINUATION

TEE DOWN

ELBOW DOWN

RISE UP

CONT

UNION

TEE

ELL

CAP

W/ WITH

W

W

G

SYMBOL IDENTIFICATION

SOIL OR WASTE BELOW GRADE

PLUMBING LEGEND

SOIL OR WASTE ABOVE GRADE

COLD WATER (DOMESTIC)

HOT WATER

GAS (7"WC)

HOT WATER RETURN

VENTV

S OR W

S OR W

G

CW

HW

HWR

ABBRV.COORD

EXISTING(E)

(N)

MIN

VTR

MINIMUM

NEW

DWGS

DN DOWN

ABBRV. IDENTIFICATION

NOTES:

*ALL PLUMBING FIXTURES MUSTMEET ACCESSIBILITY REQUIREMENTS AS STIPULATED IN 2019 CBC CHAPTER 11B.

*HOT WATER SUPPLY TEMPERATURE TO PUBLIC LAVATORIES SHALL COMPLY WITH2019 CPC 407.3 THROUGH USE OF WATER TEMPERATURE LIMITING DEVICES.

*PER 2019 CBC 714.4.1.2, THROUGH PENETRATIONS AT FIRE-RESISTANCE-RATEDWALL ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOPSYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479.

2019 CAL GREEN PLUMBING FIXTURE FLOW RATES PER SECTION 5.303.3:

5.303.3.3.1 WATER CLOSETSTHE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28GALLONS PER FLUSH

5.303.3.2.1 WALL MOUNTED URINALSTHE EFFECTIVE FLUSH VOLUME OF WALL MOUNTED URINALS SHALL NOT EXCEED0.125 GALLONS PER FLUSH.

5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETSLAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5GALLONS PER MINUTE AT 60 psi.

PIPE AND FITTING SCHEDULE - PLUMBING

SOIL, WASTE AND VENT ABOVE GROUND

DOMESTIC COLD, HOT, HWR WATERWITHIN BUILDING

ALL

ALL CU

CI - NH SV CI SV -

HARD TEMPEREDSTDCUSTYPE L

CI CAST IRON

CUS WROUGHT COPPER SOLDER (95/5)MIT MALLEABLE IRON THREADED

NO HUB W/HEAVY DUTY 4-BAND HUSKY CLAMPNHSTD STANDARD

INSULATION SCHEDULE

1. ALL EXPOSED INDOOR PIPING/TUBING AND FITTINGS WITHIN WINE PRODUCTION AND BARREL STORAGE SPACES SHALL BE FITTED WITH PVC FITTING COVERS AND PVC PIPE COVERS.PVC FITTING AND PIPE COVERS SHALL BE 25/50 FLAME AND SMOKE SPREAD RATED. COVERS AND JACKETING COLOR TO BE SELECTED BY ARCHITECT. PROVIDE TEMPLATE OF JACKETCOLORS FOR THE ARCHITECT'S REVIEW.

2. ALL ELBOWS; CONCEALED OR EXPOSED, SHALL BE INSULATED WITH PRE-MOLDED, FACTORY FORMED FIBROUS GLASS WITH 3.5 PCF MINIMUM DENSITY AS MANUFACTURED BY HAMFABOR APPROVED EQUAL. ALL ELBOWS; CONCEALED OR EXPOSED, SHALL BE COVERED WITH PVC FITTING COVERS. PVC FITTING COVERS SHALL BE 25/50 FLAME AND SMOKE SPREAD RATED.COVER COLOR TO BE SELECTED BY ARCHITECT. PROVIDE TEMPLATE OF JACKET COLORS FOR THE ARCHITECT'S REVIEW.

3. ALL OUTDOOR PIPING/TUBING SHALL BE FITTED WITH A PRE-MANUFACTURED ALUMINUM JACKET PRODUCT. 0.024" ALUMINUM JACKET LOCK-ON OR SLIP-ON TYPE JACKETING TO BECOVERED WITH ACRYLIC COATING ON THE OUTER SURFACE AND A BAKED EPOXY MOISTURE BARRIER ON THE INNER SURFACE. MANUFACTURER SHALL BE SIMILAR TO CHILDERSPRODUCTS, DIVISION OF ITW; METAL JACKETING SYSTEMS. ALL EXPOSED JOINTS IN THE JACKET PRODUCT SHALL BE INSTALLED IN SUCH A WAY AS TO PREVENT THE INFILTRATION OFMOISTURE AND WATER.

DOMESTIC HOT WATER 105-140 1.5 1.5 1.51.00.22-0.28 100

DOMESTIC COLD WATER 40-60 0.5 0.5 1.0 1.00.21-0.27 75

PRODUCTS INCLUDED IN THIS SECTION SHALL BE "LEAD FREE" IN ACCORDANCE WITH THE REQUIREMENTS OF THE"REDUCTION OF LEAD IN DRINKING WATER ACT".

VALVE SCHEDULE

DOMESTIC COLD WATER 2" AND SMALLER GVT GLVT CVT BVT

ABB. DESCRIPTION

-- -- 125 PSIBVA BALL VALVE COMPRESSED AIR -

3-PIECE, 600 PSI, FULL PORT, BRONZEBVF BALL VALVE FLANGED - FULL PORT, BRONZEBVM BALL VALVE MEDICAL - CLEANED FOR

OXYGEN SERVICE, 3-PIECE, 600 PSI, FULLPORT, BRONZE

BVT BALL VALVE THREADED -2-PIECE, FULL PORT, 400PSI, BRONZE

CBV CALIBRATED BALANCING VALVE, BRONZECVF CHECK VALVE FLANGED - IBBMCVT CHECK VALVE THREADED - BRONZEGVF GATE VALVE FLANGED - IBBMGVT GATE VALVE THREADED - BRONZEGLVT GLOBE VALVE THREADED - BRONZEPGVF PLUG VALVE FLANGED - AGA APPROVEDPGVT PLUG VALVE THREADED - AGA APPROVED

DOMESTIC HOT WATER 2" AND SMALLER GVT GLVT CVT BVT -- CBV 125 PSI

SOLENOID VALVE: UL LISTED, FM APPROVED FOR GAS SERVICE, EXPLOSION PROOF, TWO-WAY NORMALLY CLOSED.SOLENOID VALVE: ASCO 8044 SERIES W/ MANUAL RESET. (EMERGENCY GAS SHUT-OFF VALVE ASSEMBLY)

CU WROUGHT COPPER

LOCATIONMARK

WH-1

ELECTRIC WATER HEATER

19

GALCAP

ELECTRICAL

2500

W

240/1

V/PHFIRST HOUR

RATING (GALS)

13 58

(lbs)SHIP WT MAKE & MODEL REMARKS

SEE PLAN

A

20

1 SEE DETAIL 2/P610

1-

UEF

BRADFORD WHITELE120L3-3

2 CP-1 - TACO "009-SF5" HOT WATER RECIRCULATION PUMP

3 EXPANSION TANK - B&G - "PT-5" OR EQUAL

2 3

MARK

WC-1

PLUMBING FIXTURE CONNECTIONSDESCRIPTION MIN BRANCH SIZE

W V CW TRAP REMARKS

L-1

FLOOR MOUNTEDWATERCLOSET

LAVATORY

INTEGRAL-2"3" 1"

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

FIXTURE TO BE SPECIFIED BY ARCHITECT SEE NOTES BELOW1

HW

DF-1 DRINKING FOUNTAIN 1 1/2"2" 1/2" - 1-1/2"

1

FLOOR MOUNTED FLUSH TANK 2

1

1

2"FD-1 FLOOR DRAIN - -1 1/2" 2" 3

WC-2 FLOOR MOUNTEDWATERCLOSET INTEGRAL-2"3" 1" 1 2

REQUIRED PER 2019 CPC 418.3(1)3 ADA COMPLIANT4

4

2

4

U-1 URINAL 1 1/2"2" 3/4" - 2" 1

WALL MOUNTED FLUSH VALVE5

4 5

4

6

W/ TRAP PRIMER (PPP - PR500 OR EQUAL)6

VERIFY DRAIN LOCATION AND VENTING PER 2019 CPC 1002.27

7

4"FD-2 FLOOR DRAIN - -2" 4" 6

ZURN 508 OR EQUAL FOR FIRE RISER DRAIN8

8

PLUMBING FIXTURE SPECIFICATIONS

DF-1 ELKAY EZH2O BOTTLE FILLING STATION & VERSATILE ADA COOLERMODEL LZSTLDDWSVRSKSTAINLESS STEEL, VANDAL RESISTANT, ELECTRONIC BOTTLE FILLER SENSORWALL MOUNTED, NON-REFRIGERATED, 115V/1PH/60HzADA &ICC A117.1, BUT AMERICAN ACT, UL 399

L-1 CORIAN® ELEMENTS ACCESSIBLE COLLECTION MODEL: 8254 COLOR: COORDINATE WITH ARCHITECT

INSTALL ACCORDING TO ADA GUIDELINES

U-1 ZURN OMNI-FLOTM TOP SPUD URINALMODEL: Z5755-UVITREOUS CHINA, 3/4" TOP SPUD, WALL HUNGVANDAL RESISTANT OUTLET STRAINER INCLUDEDRECOMMENDED TRIM: SENSOR LONG LIFE BATTERY OPERATED URINAL-FLUSH VALVE, 0.125 GPF

WC-1 & 2 ZURNMODEL: Z5615.258.00.00.001.2 GPF VITREOUS CHINA ELONGATED RIMHIGH EFFIENCY SIPHON JET FLUSH ACTIONRECOMMENDED TRIM: Z5955SS-ELONGATED, STANDARD WHITE TOILET SEAT LESS COVER WITH STAINLESSS STEEL CHECK HINGENOTE: WC-2 SHALL BE ADA COMPLIANT

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0 8:

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470 SEBASTOPOL ROADSANTA ROSA, CA

SCALE: NONE

P002

SPECIFICATIONSPLUMBING

PLUMBING

GENERAL

THIS WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES, 2019 CALIFORNIA BUILDING CODE, 2019 CALIFORNIAMECHANICAL CODE, 2019 CALIFORNIA PLUMBING CODE, 2019 CALIFORNIA ENERGY CODE, 2019 NON-RESIDENTIAL ENERGYEFFICIENCY STANDARDS AND THE 2019 CALIFORNIA GREEN BUILDING STANDARDS AND ALL REFERENCED STANDARDSWITHIN.

THE CONTRACTOR SHALL PAY FOR ALL FEES, PERMITS, AND CONNECTION CHANGES RELATED TO THIS WORK

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS NECESSARY TO PROVIDE A COMPLETE INSTALLATIONINCLUDING COORDINATION, SYSTEM CHECK OUT AND START UP ON EACH ITEM AND SYSTEM.

THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE EXACTDIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR PIPESARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS INDICATED ONTHE ARCHITECTURAL DRAWINGS.

MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPESAND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICEFOR NOT LESS THAN 5 YEARS.

MATERIAL QUALIFICATIONS: SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL/FEDERAL CODES AND REGULATIONS,WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODESOR REGULATIONS.

DEFINITIONS

FINISHED SPACES: SPACES OTHER THAN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, FURRED SPACES, PIPE CHASES,UNHEATED SPACES IMMEDIATELY BELOW ROOF, SPACES ABOVE CEILINGS, UNEXCAVATED SPACES, CRAWLSPACES, ANDTUNNELS.

EXPOSED, INTERIOR INSTALLATIONS: EXPOSED TO VIEW INDOORS. EXAMPLES INCLUDE FINISHED OCCUPIED SPACES ANDMECHANICAL EQUIPMENT ROOMS.

EXPOSED, EXTERIOR INSTALLATIONS: EXPOSED TO VIEW OUTDOORS OR SUBJECT TO OUTDOOR AMBIENT TEMPERATURESAND WEATHER CONDITIONS. EXAMPLES INCLUDE ROOFTOP LOCATIONS.

CONCEALED, INTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDINGOCCUPANTS. EXAMPLES INCLUDE ABOVE CEILINGS AND IN CHASES.

CONCEALED, EXTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM WEATHER CONDITIONS ANDPHYSICAL CONTACT BY BUILDING OCCUPANTS BUT SUBJECT TO OUTDOOR AMBIENT TEMPERATURES. EXAMPLES INCLUDEINSTALLATIONS WITHIN UNHEATED SHELTERS.

QUALITY ASSURANCE

STEEL SUPPORT WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO AWS D1.1, "STRUCTURAL WELDINGCODE--STEEL."

ELECTRICAL CHARACTERISTICS FOR PLUMBING EQUIPMENT: EQUIPMENT OF HIGHER ELECTRICAL CHARACTERISTICS MAY BEFURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICES,CIRCUIT BREAKERS, AND CONDUIT SIZES ARE APPROPRIATELY MODIFIED AND COORDINATED WITH THE PROJECT ELECTRICALENGINEER. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES ARE SPECIFIED, EQUIPMENT SHALL COMPLY WITHREQUIREMENTS.

DELIVERY, STORAGE, AND HANDLING

DELIVER PIPES AND TUBES WITH FACTORY-APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, ANDHANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE.

STORE PLASTIC PIPES PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING.

COORDINATION

CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THECOMPLETION OF THE ENTIRE PROJECT.

PREPARE COMPLETE SET OF DRAWINGS SHOWING ALL NECESSARY SLAB OPENINGS AND STRUCTURAL SUPPORTS THATREQUIRE STRUCTURAL FRAMING. DRAWINGS SHALL CLEARLY INDICATE SIZES AND LOCATION RELATIVE TO ESTABLISHEDCOLUMN LINES. DRAWINGS SHALL BE COMPLETED IN SUFFICIENT TIME TO ALLOW FOR STRUCTURAL STEEL FABRICATION SOAS NOT TO DELAY PROJECT SCHEDULE.

ARRANGE FOR PIPE SPACES, CHASES, SLOTS, AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OFCONSTRUCTION, TO ALLOW FOR PLUMBING INSTALLATIONS.

COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN POURED-IN-PLACE CONCRETE ANDOTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED.

COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR PLUMBING ITEMS REQUIRING ACCESS THAT ARECONCEALED BEHIND FINISHED SURFACES.

PREPARE AND SUBMIT COORDINATION DRAWINGS.

COORDINATION DRAWINGS

SHEETMETAL, PLUMBING AND FIRE PROTECTION SHOP DRAWINGS THAT HAVE BEEN COORDINATED WITH ARCHITECTURALAND STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. DRAWINGS MUST BE RETURNED FROMTHE ENGINEER EITHER "REVIEWED" OR "FURNISHED AS CORRECTED" PRIOR TO BEING USED AS A BASIS FOR COORDINATIONDRAWINGS.

AFTER SHEETMETAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS, COPIES SHALL BE SENT TOOTHER TRADES IN THE FOLLOWING SEQUENCE FOR THE INCLUSION OF THEIR WORK:

PLUMBING CONTRACTOR ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR SPRINKLER CONTRACTOR

PRIOR TO INCLUSION OF SPRINKLER PIPING AND EQUIPMENT, THE SPRINKLER CONTRACTOR SHALL HAVE SUBMITTEDAPPROVED SPRINKLER PANS AND CALCULATIONS.

AFTER ALL TRADES HAVE INCLUDED THEIR RESPECTIVE WORK ON THE COORDINATION DRAWINGS WITH NOTED CONFLICTS,ALL TRADES SHALL MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE SOLUTIONS. EACH TRADE SHALL SIGNCOORDINATION DRAWINGS FOR ACCEPTANCE. ITEMS NOT SHOWN ON THE COORDINATION DRAWINGS IS THERESPONSIBILITY OF THE OMITTING CONTRACTOR AND THE OMITTING CONTRACTOR SHALL BE SUBJECT TO ADDITIONALCOSTS INCURRED BY OTHERS.

THE ARCHITECT AND ENGINEER ARE NOT PART OF THE CONTRACTORS COORDINATION PROCESS. THE ENGINEER WILLPROVIDE ASSISTANCE RELATIVE TO TO THE ACCEPTABILITY OF THE INSTALLATION. THE ENGINEER WILL RESPOND TOQUESTIONS THAT ARISE FROM THE CO0RIDINATION PROCESS. SOLUTIONS TO CONFLICTS WILL NOT BEAR ADDITIONAL COST.

SUBMIT FINAL SIGNED COORDINATION DRAWINGS TO THE ENGINEER FOR REVIEW. ENGINEER WILL REVIEW FORACCEPTABILITY OF THE INSTALLATION.

ANY WORK FABRICATED OR INSTALLED IN CONFLICT PRIOR TO SIGN-OFF BY ALL TRADES SHALL BE REMOVED ANDRE-INSTALLED IN CONFORMANCE WITH THE COORDINATION DRAWINGS.

EACH CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THEIR SUB-CONTRACTORS.

SHOP DRAWINGS

PREPARE AND SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION. REFER TOPROJECT GENERAL CONDITIONS FOR SUBMISSION PROCEDURE.

SHOP DRAWING SUBMISSIONS SHALL DEMONSTRATE A KNOWLEDGE OF THE WORK OF OTHER TRADES, AND SHALL SHOWTHE LOCATIONS OF THE WORK OF OTHER TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT.

SUBMIT SHOP DRAWINGS WITHIN 15 DAYS OF PROJECT EXECUTION.

PIPE LABELS

GENERAL REQUIREMENTS FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR-CODED, WITH LETTERING INDICATINGSERVICE, AND SHOWING FLOW DIRECTION.

PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS ASUSED ON DRAWINGS, PIPE SIZE, AND AN ARROW INDICATING FLOW DIRECTION. LETTERING SIZE: AT LEAST 1-1/2 INCHESHIGH.

VALVE TAGS

VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4-INCH LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2-INCHNUMBERS.

TAG MATERIAL: BRASS, 0.032-INCH MINIMUM THICKNESS, AND HAVING PREDRILLED OR STAMPED HOLES FOR ATTACHMENTHARDWARE.FASTENERS: BRASS WIRE-LINK OR BEADED CHAIN; OR S-HOOK.

VALVE SCHEDULES: FOR EACH PIPING SYSTEM, ON 8-1/2-BY-11-INCH BOND PAPER. TABULATE VALVE NUMBER, PIPINGSYSTEM, SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), LOCATION OF VALVE (ROOM OR SPACE), NORMAL-OPERATINGPOSITION (OPEN, CLOSED, OR MODULATING), AND VARIATIONS FOR IDENTIFICATION. MARK VALVES FOR EMERGENCYSHUTOFF AND SIMILAR SPECIAL USES.

VALVE-TAG SCHEDULE SHALL BE INCLUDED IN OPERATION AND MAINTENANCE DATA.

PIPE HANGERS, SUPPORTS, SEISMIC RESTRAINT, AND VIBRATION ISOLATION

SEISMIC RESTRAINT: PROVIDE SEISMIC RESTRAINT OF ALL PLUMBING EQUIPMENT AND SYSTEMS IN ACCORDANCE WITHSTATE BUILDING CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED PROFESSIONALENGINEER REGISTERED IN THE STATE OF THE PROJECT INDICATING ALL NECESSARY COMPONENT CUTS, PLAN LOCATIONSAND CALCULATIONS FOR A COMPLETE SYSTEM.

PROVIDE NECESSARY STRUCTURAL MEMBERS, HANGERS AND SUPPORTS OF APPROVED DESIGN TO KEEP PIPING IN PROPERALIGNMENT AND PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES WHERE HANGERS,BRACKETS, ETC., ARE SUPPORTED FROM CONCRETE CONSTRUCTION, DO NOT WEAKEN CONCRETE OR PENETRATEWATERPROOFING. ALL HANGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS ERECTED.HANGERS SUPPORTING PIPING EXPANDING INTO LOOPS, BENDS AND OFFSETS SHALL BE SECURED TO THE BUILDINGSTRUCTURE IN SUCH A MANNER THAT HORIZONTAL ADJUSTMENT PERPENDICULAR TO THE RUN OF PIPING SUPPORTED MAYBE MADE TO ACCOMMODATE DISPLACEMENT DUE TO EXPANSION. ALL SUCH HANGERS SHALL BE FINALLY ADJUSTED BOTH INTHE VERTICAL AND HORIZONTAL DIRECTION, AS REQUIRED. HANGERS IN CONTACT WITH COPPER OR BRASS PIPE SHALL BEDIELECTRIC, COMPATIBLE WITH COPPER AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE.

INSULATION

REFER TO INSULATION SCHEDULE.

ALL INSULATING MATERIALS SHALL COMPLY WITH THE FOLLOWING RATINGS:

FLAMESPREAD -25SMOKE DEVELOPED -50FUEL CONTRIBUTED -50

FIBERGLASS PIPING INSULATION (INTERIOR)MOLDED FIBROUS GLASS, SECTIONAL PIPE JACKETED WITH AN EMBOSSED VAPOR BARRIER LAMINATE.

PROVIDE FULL PVC JACKET (COLOR AS SELECTED BY ARCHITECT) COVERING ALL EXPOSED PIPE SECTIONS.

FIBERGLASS INSULATION FOR VALVES, FITTINGS, FLANGES (VAPOR SEAL INSULATION): MOLDED, FACTORY-FORMED FIBROUSGLASS. ALL JOINTS TO BE SEALED WITH VAPOR BARRIER ADHESIVE AND WRAPPED WITH GLASS MESH TAPE. EACH FITTING TOBE FINISHED WITH TWO COATS OF BENJAMIN FOSTER 30-36 VAPOR SEAL.

VALVES

GENERAL: APPROVED MANUFACTURERS; NIBCO, APOLLO, STOCKHOLM.

REFER TO VALVE SCHEDULE.

PIPE SLEEVES AND SEALS

MASONRY WALLS AND SLABS: SCHEDULE 40 GALVANIZED STEEL PIPE WITH INTEGRAL WATER STOP.

SLEEVE ADAPTERS: COATED CAST IRON, EQUIPPED WITH FLASHING CLAMP.

CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS, SLABS AND/OR CEILINGS WITH A U.L. APPROVEDFIRE/SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE RESPECTIVE RATING INCLUDING SMOKE TIGHT PARTITIONS.

PLUMBING FIXTURES

FIXTURES: NEW, COMPLETE WITH TRIMMINGS AND FITTINGS, INCLUDING FAUCETS, CARRIERS, SUPPLIES, STOPS, TRAPS,TAILPIECES, WASTE PLUGS, CASINGS, HANGERS, PLATES, BRACKETS, ANCHORS, SUPPORTS, HARDWARE AND FASTENINGDEVICES.

STAINLESS STEEL: TYPE 302, 304, 316, OR 317, AS NOTED, SOUND DEADENED.

TRIMMINGS AND FITTINGS: CONSTRUCT OF FORGED, CAST, ROLLED OR EXTRUDED BRASS OR BRONZE WITH MONEL ANDOTHER SUITABLE NON-CORROSIVE PARTS: DESIGNED WITH EASILY RENEWABLE PARTS THAT ARE SUBJECT TO WEAR ORDETERIORATION. NO DIE CASTINGS AND STAMPINGS OTHER THAN BRASS OR STAINLESS STEEL.

FOR PIPE SIZING AT FIXTURES, REFER TO FIXTURE CONNECTION SCHEDULE ON P001.

REFER TO PLUMBING SHEET P001 FOR FIXTURE SPECIFICATIONS

THE FIXTURES SHALL BE FURNISHED COMPLETE WITH CHROME PLATING ON EXPOSED PIPING OR TRIM. PROVIDE ANCHORBOLTS, HANGERS, STRAINERS, FAUCETS AND OTHER INCIDENTAL ITEMS FURNISHED AS STANDARD. PROVIDE LOOSE KEYSTOPS AT EVERY FIXTURE. ALL SUPPLY FITTINGS AND EXPOSED FIXTURE TRIM SHALL BE ALL BRASS, CHROME PLATED.EXAMINE ROUGHING-IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPINGCONNECTIONS PRIOR TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING, AND OTHERUNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. DO NOT PROCEED WITH WORK UNTILUNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL ROUGH-IN TOPLUMBING FIXTURES SHALL CONFORM TO FIXTURE MANUFACTURER PUBLISHED ROUGH-IN DIMENSIONS, ANDREQUIREMENTS.

UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER UNITS ARE WATER PRESSURIZED, TEST FIXTURESTO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT MALFUNCTIONING UNITS AT SITE, THENRETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS AND PROCEED WITHRETESTING.INSPECT EACH INSTALLED UNIT FOR DAMAGE TO FINISH. IF DAMAGED, RESTORE AND MATCH FINISH TO ORIGINAL AT SITETO THE SATISFACTION OF THE ARCHITECT/ENGINEER; OTHERWISE, REMOVE FIXTURE AND REPLACE WITH NEW UNIT.REMOVE CRACKED OR DENTED UNITS AND REPLACE WITH NEW UNITS.

CLEAN PLUMBING FIXTURES, TRIM, AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION.

SET FIXTURES LEVEL AND UNIFORMLY, WITH CONNECTIONS AT RIGHT ANGLES TO WALL AND PROPERLY CENTERED. LAY OUTROUGHING ACCURATELY AND IN COORDINATION WITH SPACE AND FINISH REQUIREMENTS. IF FIELD CUT-OUTS AND HOLESARE REQUIRED USE PROPER CUTTING AND DRILLING TOOLS TO MAINTAIN INTEGRITY OF FINISHED SURFACE. PROVIDECUT-OUT TEMPLATES FOR COUNTERTOP INSERT OR UNDERMOUNT ITEMS.

LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS, WITH WASTE OUTLET CENTERED ONFIXTURE DRAIN CONNECTION AND WATER SUPPLIES SPACED EQUALLY TO RIGHT AND LEFT.

MISCELLANEOUS PLUMBING SPECIALTIES

WATER HAMMER ARRESTORS: ALL STAINLESS STEEL, MECHANICAL-PNEUMATIC TYPE, HERMETICALLY SEALED BELLOWS,THREADED INLET; 150 PSI WWP. SIZE AND PLACEMENT DETERMINATION: PDI-WH 201. MANUFACTURER: PRECISIONPLUMBING PRODUCTS SC SERIES.

AIR VENT: BRONZE BODY, STAINLESS STEEL TRIM AND FLOAT, THREADED INLET AND OUTLET; 150 PSI WWP.MANUFACTURER: SARCO 13W SERIES.

ACCESS DOORS IN WALLS AND CEILINGS

AT EACH VALVE, CLEANOUT OR PLUMBING DEVICE REQUIRING ACCESS, FURNISH AN ACCESS DOOR. RIGID CONSTRUCTIONWITH TWO HINGES AND A LATCH. IN PLENUM CEILINGS, PROVIDE FELT BETWEEN THE DOOR AND FRAME TO MAKE AN AIRTIGHT SEAL. ACCESS DOORS SHALL BE FLUSH MOUNTED, PRIME COATED WITH RUST INHIBITIVE PAINT, CONCEALED FRAME,FLUSH SCREW DRIVER OPERATED LOCKS WITH METAL CAMS AND ANCHORS AS REQUIRED. ACCESS DOORS SHALL BE RATEDSAME AS PARTITION OR CEILING IT IS INSTALLED IN.ACCESS DOOR SIZES SHALL BE:12" X 12" AT EASILY ACCESSIBLE ITEMS.16" X 16" WHERE PARTIAL BODY ACCESS IS REQUIRED.24" X 24" WHERE FULL BODY ACCESS IS REQUIRED.

MANUFACTURER: MILCOR TYPE M SERIES, CESCO SERIES.

EXECUTION

GENERAL

THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE EXACTDIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR PIPESARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS INDICATED ONTHE ARCHITECTURAL DRAWINGS.

MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPESAND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICEFOR NOT LESS THAN 5 YEARS.

MATERIAL QUALIFICATIONS: SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL/FEDERAL CODES AND REGULATIONSWHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODESOR REGULATIONS.

INSTALL ISOLATION VALVES ON BRANCHES TO EACH FIXTURE.

COORDINATION OF WORK

CAREFULLY COORDINATE SPACE REQUIREMENTS WITH OTHER TRADES TO INSURE THAT ALL MATERIALS CAN BE INSTALLED INSPACES ALLOTTED THERETO, INCLUDING FINISHED SUSPENDED CEILINGS.

PREPARE AND SUBMIT COORDINATION DRAWINGS.

PENETRATIONS THROUGH FIRE SEPARATIONS

FIRE AND SMOKE SEAL: UL LISTED, APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL INSTALLED IN ALL FIREAND/OR SMOKE RATED FLOOR AND PARTITIONS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

DISINFECTION OF POTABLE WATER SYSTEM

POTABLE WATER SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH STATE AND LOCAL CODES BUT BY NOT LESS THANONE OF THE FOLLOWING METHODS BEFORE IT IS PLACED IN OPERATION:

THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLECHLORINE AND ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE.

THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 200 PARTS PER MILLION OF AVAILABLECHLORINE AND ALLOWED TO STAND 3 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE.

TESTS

GENERAL: TEST PLUMBING SYSTEMS IN ACCORDANCE WITH STATE AND LOCAL CODE REQUIRMENTS AND TO SATISFACTIONOF BUILDING OFFICIAL. DO NOT CLOSE IN, CONCEAL, OR COVER UP ANY PLUMBING WORK UNTIL IT HAS BEEN TESTED,INSPECTED, AND APPROVED.

ALL WATER PIPING SHALL BE HYDROSTATICALLY TESTED WITH POTABLE WATER TO 100 PSI FOR 4 HOURS WITH NO DROP INPRESSURE. EQUIPMENT AND PERSONNEL SHAL BE PROTECTED FROM THE TEST PRESSURE.

ALL PARTS OF THE SOIL, WASTE, DRAIN AND VENT SYSTEM SHALL BE TESTED HYDRAULICALLY BY FILLING THE HIGHEST VENTPOINT WITH WATER. PIPING MAY BE TESTED IN SECTIONS BUT SHALL BE SUBJECT TO A HEAD NOT LESS THAN 10 FEET. TESTPRESSURE SHALL BE HELD FOR 15 MINUTES BEFORE THE INSPECTION STARTS AND THE WATER LEVEL SHAL REMAINSTATIONARY FOR NOT LESS THAN 1 HOUR.

FLUSH PIPING, PRIOR TO TESTING, TO REMOVE FOREIGN MATERIALS WHICH MAY HAVE ENTERED DURING COURSE OFINSTALLATION.

REPAIR ALL LEAKS, DEFECTS OR DAMAGE REVEALED BY THE RESULTS OF THE TESTING AND RE-TEST THE SYSTEM.

DO NOT INSULATE OR CONCEAL PIPING UNTIL THE SYSTEM HAS BEEN TESTED AND THE RESULTS APPROVED.

PERFORM TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. NOTIFY ARCHITECT AND/OR ENGINEER.

GUARANTEE

ALL WORKMANSHIP, EQUIPMENT, MATERIALS AND SYSTEMS SHALL BE GUARANTEED FOR ONE (1) YEAR FROM THE DATE OFOWNERS ACCEPTANCE.

All drawings and written materialappearing herein constitute originaland unpublished work of Anderson-Brulé Architects and may not beduplicated without the writtenconsent of Anderson-BruléArchitects. ©

SHEET TITLE:

DATE:

PROJECT NO.

PROJECT TITLE:

A N D E R S O N B R U L É

A R C H I T E C T S. . . . . . . . . . . . . . . . . .

325 South First Street, 4th FloorSan Jose, California 95113

408.298.1885 | www.aba-arch.com

STAMP:

CONSULTANTS LOGO:

02/27/2020

20190254

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fx. (707) 251-1432ph. (707) 251-1468

AE Project # : Napa, California 94559-17031712 Jefferson St.

www.axiomengineers.com

CONSULTING ENGINEERS

ENGINEERSSM

20190254

EXP. JUNE 30, 2021

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No. M21229

BACKGROUND UPDATED - MM 02/04/2020

STAFF114

IT

115

ADULTS102

COMMUNITY ROOM

112

CHILDREN'S103

STORAGE111

RESTROOMVESTIBULE

106

MEN'S107

WOMEN'S108

(E) ELEC. / ROOFACCESS

109

STORAGE104

TEENS

105

CIRCULATION

101

(E) CLOSET110

STORAGE113

GEDB

1

2

3

A C F H

ALL PLUMBING FIXTURES AND OBSOLETEPIPING IN THIS AREA TO BE REMOVED PRIOR

TO COMMENCEMENT OF NEWCONSTRUCTION

CONNECT (N) VENT TO (E)VENT AT CEILING. VERIFY SIZETO MEET CODE REQUIREMENTPER 2019 CPC 904.1

WC-2

U-1WC-1

L-1L-1

DF-1DF-2

2" SS DOWN, 1-1/2" VENT UP, 1/2" CW DN.2" SS FROM ADJACENT DF-2 TO COMBINEFOR ONE VERTICAL DROP TO BELOWFLOOR. 1/2" CW TO SUPPLY BOTH UNITS.

WH-1

WC-2

REMOVE (E) DRAIN FROMWATER HEATER T&PR VALVEAT ATTIC SPACE

1-1/2" VENT UP

2" SS DOWN, 1-1/2" VENT UP

2" SS DOWN, 1-1/2" VENT UP,1/2" HW/CW DOWN

3" SS LINE WITH BACK-TO-BACK DOUBLEWYE FITTING AND 3" VENT UP.1" CW DOWN AT EACH FIXTURE

WCO

FCO

4"

SSSS

3"

3/4" CW DOWN AT URINAL AND 1" CE DOWNAT WATER CLOSET. 2" SS DOWN AT URINALCOMBINED WITH 3" SS DOWN FROM WATERCLOSET WITH COMBINED 2" VENT UP

(E) 4" SS.VERIFY SIZEAND LOCATIONIN FIELD

FD-1FD-1 2" SS DOWN, 1-1/2" VENT UP(TRAP PRIMER SUPPLY - SEE SCHEDULE)

WATER HEATER MOUNTED ON WALLSPACE ABOVE. VERIFY LOCATION INFIELD. SEE DETAIL 2/P610

CONNECT (N) 2" CW SUPPLY W/SOV TO (E) CW SUPPLY IN ATTICSPACE ABOVE. VERIFY (E) PIPE SIZEAND LOCATION IN FIELD

2" SS DOWN, 1-1/2" VENT UP(TRAP PRIMER SUPPLY - SEE SCHEDULE)

NOTE:(E) CONCRETE FLOOR TO BE SAW CUT AND EXCAVATED TO ALLOWFOR ROUTING AND INSTALLATION OF (N) PLUMBING PIPING ANDFIXTURES. CONTRACTOR TO PERFORM DUE DILIGENCE ANDCONSULTATION WITH STRUCTURAL ENGINEER TO AVOID DAMAGETO CRITICAL FEATURES IN EXISTING FLOOR SLAB.COORDINATE WITH ARCHITECT AND DEMO PLAN SHEET A160

(E) FCO

FD-2

4" SS DOWN

2" VENT UP THROUGH ROOF

FIRE RISER ASSEMBLY AREA.SEE FIRE PROTECTION PLANS

MS-12" SS DOWN, 1-1/2" VENT UP,1/2" HW/CW DOWN

KS-1

SSSS

WCO

BELOWSLAB

BELOWSLAB

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All drawings and written materialappearing herein constitute originaland unpublished work of Anderson-Brulé Architects and may not beduplicated without the writtenconsent of Anderson-BruléArchitects. ©

SHEET TITLE:

DATE:

PROJECT NO.

PROJECT TITLE:

A N D E R S O N B R U L É

A R C H I T E C T S. . . . . . . . . . . . . . . . . .

325 South First Street, 4th FloorSan Jose, California 95113

408.298.1885 | www.aba-arch.com

STAMP:

CONSULTANTS LOGO:

02/27/2020

20190254

Roseland LibraryTI

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fx. (707) 251-1432ph. (707) 251-1468

AE Project # : Napa, California 94559-17031712 Jefferson St.

www.axiomengineers.com

CONSULTING ENGINEERS

ENGINEERSSM

20190254

EXP. JUNE 30, 2021

EL

OC

D.DNOMYA

R

LACINAHCEMAINROFILACFOETATS

FLANOISSEORP

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No. M21229

470 SEBASTOPOL ROADSANTA ROSA, CA

SCALE: 1/4" = 1'-0'

P210

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All drawings and written materialappearing herein constitute originaland unpublished work of Anderson-Brulé Architects and may not beduplicated without the writtenconsent of Anderson-BruléArchitects. ©

SHEET TITLE:

DATE:

PROJECT NO.

PROJECT TITLE:

A N D E R S O N B R U L É

A R C H I T E C T S. . . . . . . . . . . . . . . . . .

325 South First Street, 4th FloorSan Jose, California 95113

408.298.1885 | www.aba-arch.com

STAMP:

CONSULTANTS LOGO:

02/27/2020

20190254

Roseland LibraryTI

NO. DATE REVISIONS

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fx. (707) 251-1432ph. (707) 251-1468

AE Project # : Napa, California 94559-17031712 Jefferson St.

www.axiomengineers.com

CONSULTING ENGINEERS

ENGINEERSSM

20190254

EXP. JUNE 30, 2021

EL

OC

D.DNOMYA

R

LACINAHCEMAINROFILACFOETATS

FLANOISSEORP

ENG

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No. M21229

470 SEBASTOPOL ROADSANTA ROSA, CA

SCALE: NONE

P610

DETAILSPLUMBING

VENT THROUGH ROOFNO SCALEP610

1

TERMINATE 10'-0" MINFROM AIR INTAKES

HEIGHT PER LOCAL CODEOR 6" MIN ABOVE ROOF

FLASHING, MASTERFLASH OR EQUAL, W/EPDM BOOT, ALUM.FLANGE.

FORM FLANGE TO FIT ROOFCONTOURS. CAULK W/ URETHANESILICON SEALANT AND FASTEN BASE TOROOFING W/ S.S. S.M. SCREWS

ROOFING - SEE ARCH. DWGS

ROOF CONSTRUCTION

VENT, SEE PLAN

3/4" HW/HWR/CW, SEE PLAN

RUN TEMPERATURE AND PRESSURERELIEF VALVE DRAIN FULL SIZETO ADJACENT MOP SINK

ELECTRIC WATER HEATER,FOR LOCATION, SEE PLAN

2" WIDE x 16 GAUGE SEISMIC STRAPWITH TWO (2) 3/8"ø LAG SCREWSTO STUDS WITH SQUARE WASHERSAT 1/3 AND 2/3 HEIGHT

4" HIGH, 26 GAUGE GALVANIZEDIRON DRAIN PANWITH SOLDERED JOINTS

TEMPERATURE ANDPRESSURE RELIEF VALVE

DIELECTRIC UNION, TYP.

BALL VALVE, TYP.

WH-1 ELECTRIC WATER HEATERNO SCALE

2

P610

1" SECONDARY DRAINROUTED TO ADJACENTMOP SINK

CP-1

T

CHECK VALVE, TYP.

EXPANSION TANK.SEE WATER HEATER SCHEDULEON P0.1

STRAINER

RECIRCULATION PUMP.SEE WATER HEATER SCHEDULE ON P0.1

1 1/2" x 1 1/2" x 1/4" ANGLE FRAME

1" THK PLYWOOD BASE

(E) WALL AT JANITORS CLOSET

WALL CLEAN OUT (WCO)NO SCALE

3

P610

CLEANOUT PLUG

TEE BRANCH CLEANOUT

FINISHED WALL

ACCESS PLATE (FINISHSELECTED BY ARCHITECT)

CLEANOUT PIPING

CAPPED TEE

TEMPERING VALVE AT LAVATORYNO SCALE

4

P610

TEMPERING VALVE SETTO MAX. 120°F PERCPC 407.3

HAND SINK ORLAVATORY, TYP.

COLD WATER SUPPLYW/ SHUT OFF VALVE

HOT WATER SUPPLYW. SHUT OFF VALVE

TRAP PRIMER VALVE

TRAP PRIMER DETAILNO SCALE

5

P610

GRADE

1/2" COLD WATER LINE

1/2"

1/2"

PPP "PR-500"

IN LOCKING STAINLESS STEEL ACCESS PANEL(INSTALL PPP "DU-4" FOR MULTIPLE DRAIN APPLICATIONS)

TO FLOOR DRAIN